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HomeMy WebLinkAboutCommercialAve_2101 Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 r�. JOEY360.770774Y' - 4hA ®��'G�-�-Z ia.� �' phi --- -I • — a Stationing: N/A Location: Southeast corner of 21st and Commercial Avenue, looking south Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 1 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 R 12 ilk \ J r y 1 m- 11 ;]1r -- ai l p;,- ��. I. - - s 1 % f -.4'.; .-,,,. -.7- -. ' ' - '.:_.1, . :-. i _ . t.t T2?i'... . ?'.. _,f .. Stationing: N/A Location: Southeast corner of 21st and Commercial Avenue, looking east Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 2 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 is,no I PROPERTY 10 1EY360.770 1744 .. f: ki. 1 II Stationing: N/A Location: Southeast corner of 21st and Commercial Avenue, looking southeast Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 3 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 • _ • Stationing: N/A Location: Alley way between 21st and 22nd Street, eastside of Commercial Avenue, looking east Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 4 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc 13, 2018 cial Avenue Date: February Project Photographs — 2101 Commer DRG Meeting 02-13-18 ctstyzin7 '� ,. T mom °, r I o � ii ' i ;:fix „.11114751$*' , k ry t rittYLt S hK�`r lk Stationing: N/A Location: Alley way between 21 St and 22nd Street, eastside of Commercial Avenue, looking northeast Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 5 of 10 R:\Proc CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13 18 DRG Meeting\02-13 18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 swectstytin§ • A�If j -- lac — � _. G7:�� a I Y IORSAIE a • x " Stationing: N/A Location: Alley way between 21st and 22nd Street, eastside of Commercial Avenue, looking north Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 6 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 iltr ' I :, --- Stationing: N/A Location: Southeast corner of the property, looking north Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 7 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 ,� ------------------gi :,- _A LA ; 111111 Stationing: N/A Location: Northwest corner of the building, looking east Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 8 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February Project Photographs — 2101 Co13, 2018 mm DRG Meeting 02-13-18ercial Avenue Pw'a r, t yx ,kr ,. n _ m a K i t 'F T w''-rr Stationing: N/A Location: Midpoint of the property on the north side of the building, looking east. Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 9 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 W 1 1 - z Stationing: N/A Location: Northeast corner of the property, looking south Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 10 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager '"' P.O. BOX 547,ANACORTES,WA 98221 PH(360)293-1920 W E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 /oogs. Memo Date: March 1,2018 To: Kevin Cricchio, Senior Associate Planner From:Steven Lange Subject: Proposed Change of Use @ 2101 Commercial Avenue(P60418) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Justin Symonds The Engineering Department has completed a review of the submitted documents for the February 13, 2018 Development Review Group meeting. Below are the following comments and or recommendations. It is understood that this memo of requirements is general in nature and may require additional improvements based on a submitted site plan for a building permit application. See attached 20-scale vicinity map of existing city facilities and proposed design based on the Anacortes Municipal Code and the Engineering Development Standards. There is a reference to a required site clean-up (2008) due to a gas station previously occupying the site (50's and 60's). There is no evidence that the work was ever completed and a final report being submitted to the City of Anacortes Planning Department. It is requested that this information be provided to show the work was complete. Previous Development Review Group Meeting: None Zoning: • This property is located within the Commercial Zone Subdivision Type: • Existing platted parcels with (2 1/2) 30-foot underlying parcels, or 75-feet. Critical Areas: • Contact the Planning Department regarding Critical Areas requirements. t A a )� • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ® • Transportation•Equipment • Capital Projects • Development Services q`�P, Permits: • Right-of-Way Permit for work being performed Inside and Outside the Traveled Way. Contact Justin Symonds, Public Works Inspector, at 360.661.3547. • Contact the City of Anacortes Planning Department for additional permitting requirements such as SEPA, Grade and Fill permits, Conditional Use, Building, etc. City of Anacortes Development Standards: • The 2011 Development Standards can be found on-line at www.cityofanacortes.orq. If the Engineer of Record needs any COA Standard Details in AutoCAD format, they can email me at stevel(a,cityofanacortes.orq and request a CD. This CD will be mailed to a provided address. Sewer: • For additional Sewer information and design criteria, see the 2011 EDS Standards, Chapter 5— Sanitary Sewer. • There is sewer available for this project in the Public Alley Way via a 6-inch Clay Sanitary Sewer Conveyance System. ■ Public records indicate the Private side service is a 4-inch ABS pipe with repair work. Drawing of record is located in the address file. • Private Sanitary Side Sewer: Minimum pipe size in the Public Right-of-Way is 6- inches (S1-10 Side Sewers). Storm: ■ For additional Storm information and design criteria, see the 2011 EDS Standards, Chapter 4—Storm Drainage. • Shall provide adequate on-site storm facilities to manage runoff from this site. ■ City records indicate an undersized and old 4-inch PVC storm drain conveyance line in 21st Street. • Public records indicate that there is no direct storm line stubbed to this property. Catch Basin #1873 at the SE corner of 21st Street and Commercial Avenue can be accessed for conveying water from the site to the Public Storm Facility. Catch Basin #3898 in the Public Alley Way can be accessed for conveying water from the site to the Public Storm Facility. • Based on the proposal, there will be no additional storm requirements for quantity or quality. Traffic: • Pedestrian facilities are required. ■ Frontage of 21st Street, connecting were feasible to the east and west. The proposal will not be able to obtain the 50-foot minimum length from the point of tangency to the driveway. The measured approximate length is 39.5-feet. It is understood that this DRG memo will act as the Deviation acceptance. a� • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ® ° es. • Transportation •Equipment • Capital Projects • Development Services ` p In the future, there may be a change is access requirements from 21st Street and on Commercial Avenue to a Right-in and Right-out (STR-28.1 Driveways). • All pedestrian access shall meet ADA requirements. • Detectable Warnings on Commercial Avenue at the access entrance. • City of Anacortes Municipal Code requires 8-foot sidewalks for Commercial Access in the Commercial Zone. Located 6-feet from the back of curb. Due to the existing improvements, and proposed work, the project will construct 5-foot wide sidewalks (Existing Width) and will be placed adjacent to the back of the curb. • WSDOT Standard Plan F-10.12-03— Cement Concrete Curbs • WSDOT Standard Plan F-30.10-03 —Cement Concrete Sidewalk • WSDOT Standard Plan F-45.10-02 —Detectable Warning Surface • WSDOT Standard Plan F-80.10-04 —Cement Concrete Driveway Entrance, Type 1. • Provide a Traffic Control Plan (Current MUTCD Manual) prior to any construction taking place for approval by the City of Anacortes City Engineer. • Street Lighting —None required Street: (21st Street, per AMC 15.20.040) • For additional Street information and design criteria, see the 2011 EDS Standards, Chapter 3—Street. • Per AMC 19.24.100, Item B -All improvements required shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. • Per AMC 16.32, the Commercial Access Right-of-Way Width is 50-feet. This property is located in an area with a dedicated 80-foot Right-of-Way. No Right-of- Way will need to be dedicated as part of this proposal. • Per the Anacortes Municipal Code, Chapter 16.32, Commercial Access requires a 40-foot wide road that incorporates two driving lanes, curb and gutter with parking on both sides of the street. This project will need to widen only one side of the street, along the frontage. • Pedestrian facilities are required. See notes above under "Traffic". • Street Trees: Contact Jonn Lunsford @ 360.299.1953, Parks Department for a list of City approved Street Trees. See EDS Standards, Chapter 3— Streets, Section STR-18.2 regarding Street Trees and Root Barrier requirements. Garbage: • Contact City of Anacortes Sanitation Department Matt Koegel at 360.293.1921 for further information as the design moves forward. it:Gs � K • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services 9�p' 4 Water: ■ For additional Water information and design criteria, see the 2011 EDS Standards, Chapter 6—Water. ■ This property is served by the City of Anacortes. Public records indicate that the building is currently connected, via a water meter along the 21st Street frontage. There are no drawing of record in the address file to verify the location on the private side of the meter. ■ This property is served by a 6-inch AC Water Line along 21st Street. ■ The nearest Fire Hydrant to this property is located at northeast corner of the intersection, adjacent to the property. Fire Coverage: ■ City records indicate: Fire Hydrant#629 (SW corner of 21st Street and Commercial Avenue) has 85 PSI. Fire Hydrant#147 (SW corner of 21st Street and Q Avenue) has 88 PSI. ■ Contact Jack Kennedy, Assistant Fire Chief, at 360.293.1925 regarding fire coverage requirements for this project. Utility Companies: ■ See Anacortes Municipal Code, Section 16.20.080— Utilities for required Franchised Utilities. Fees: ■ See the Planning and Building Department for fees related to building permits. ■ Per AMC 15.24.010 this project is subject to Engineering Fees for Plan Review and Construction Inspection. ■ 0.5% = Plan Review. Based on the approved Estimated Construction amount. ■ 1.5% = Construction Inspection. Based on the approved Estimated Construction amount. ■ Engineering Plan Review and Construction Inspection Fee form. See attached. Other: ■ For Landscaping and Landscape requirements, see Planning Department. ■ Mail Boxes (See Chapter 3 —Streets, Section STR-19): For Mailbox Locations, coordinate location, type and size with the Anacortes Post Master. The access and areas around the mailboxes need to meet ADA requirements. ■ Encroachments (See Chapter 3 —Streets, Section STR-18.3): Prior to any placement of any barricades, material, earth, gravel, rock, debris or any other material or thing over, under or upon the Public Right-of-Way or easement, an Encroachment Agreement shall be obtain from the City of Anacortes. • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services 4`w. . See the Anacortes Municipal Code, Section 12.30 for additional information regarding the Encroachment Agreement and processes. Contact Steven Lange at 360.299.1983 or via email at stevel@cityofanacortes.org regarding questions or to obtain an agreement. • Improvements shall be designed by a Professional Engineer, licensed in the State of Washington. • Improvements are subject to a 2-year Maintenance Bond in the amount of 10% of the actual construction costs. ■ Contractor shall be licensed by the State of Washington and hold a City of Anacortes Business License. Thanks, Steven Lange �5�� 4c K A '; Fz 1, • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste 4 ® • Transportation•Equipment • Capital Projects • Development Services q /Q. b12,v\.‘ N NA ED 21STST.cr I i 1.' I-NI 11',7.1,` 1 1 kLOCATION OF �'� 0- 1 QcNi CATCH BASIN _ J221~�. -- AC W- —"^___-14-i aRg 8, 30'MAX WIDTH D }' 8' , 2'�Ct►t t.rj #187 3 - COMMERCIAL ACCESS 1 ' IN .0.9 I NV.1 .6' --- N 5'SIDEWALK DRIVEWAY ENTRANCE N —> „ C M P SD > �, TYPE 1 '' �� i / STAMPED SI STAMPED { - ( / J ,, 0- MP TO BE 5 4 3 2 1 STAMPED R PLACED 0 HERS 1 ,----R\ . : _ : , -RyW _. . . . RyW : : _ : : --RvW_ : . _ ,./ � . « LW v6r") 11 I r 1p 0. IXNESS:FILE 2t7ag 5 c CLc"A�..w...le. 1`a' u 2101 I NO STORM AS BUILT r �'i�L " '" ' ! n 1 f a rz.. ., e it C ill I 11 f q36j o a. w re ! a H a i ii >„1 /// cK 9 / 1— .1 / ti, / U INSTALL DWD 10/11 w 11-I of U { t W { W � E - A INSTALL -_ P. (vl DWD _ /2:49situlirvrrram,1 ��\ _a, K PAVED Ptia.IC ALLEY WA`>(EUTURE POCK i' PARill \I ‘c_I ,—+V '(\()MP > , - 21ot 5� 61)1'11 c_tPL-- akiaruE APPENDIX C —CONSTRUCTION AND INSPECTION FORMS JULY 2011 ANACORTES PUBLIC WORKS DEPARTMENT GST�0 1 Engineering and Development Services 47 Required Submittals Construction Plan Submittal N/A Need Submitted (Check pertinent information for the following requirements) ❑ ❑ ❑ Pay Plan Review Fee per the Engineering Plan Review Fee and Construction Inspection Fee Form. Complete Submittal, but not limited to: ❑ ❑ ❑ Engineers Estimate of Construction ❑ ❑ ❑ 4 sets of black line prints of the Construction Plans ❑ ❑ ❑ 2 sets of Clear/Grade/Fill Permit application applied for and paid ❑ ❑ ❑ 4 sets of black line prints of the Landscape Plan ❑ ❑ [] 2 copies of the Large Parcel Storm Water Plan ❑ ❑ 2 copies of the Small Parcel Storm Water Plan ❑ ❑ ❑ 2 copies of the Storm Water Quality Plan ❑ ❑ ❑ 2 copies of the Geotech Report ❑ ❑ ❑ 2 copies of the Traffic Control Plan for approval ❑ ❑ ❑ 2 copies of the NPDES Permit ❑ [] ❑ 2 copies of the recorded survey ❑ ❑ ❑ 2 copies of a Narrative as to how the construction plans conform to the Facts and Findings ❑ ❑ n 2 copies of Request for Deviation from the EDS Standards ❑ ❑ ❑ 2 copies of the Fire Flow Test Report ❑ ❑ ❑ 2 copies of the Water System Design Report r �1- Fetz Stir i--�- Page 1 of 4 City Project Manager Date APPENDIX C: INSP-04 City Contact Number Project Name APPENDIX C—CONSTRUCTION AND INSPECTION FORMS JULY 2011 Construction Plan Approval: N/A Need Submitted (Check pertinent information for the following requirements) ❑ ❑ ❑ Pay Construction Inspection Fee, per the Engineering Plan Review Fee and Construction Inspection Fee form. ❑ ❑ ❑ Mylar for signatures, includes a sign-off from the Building ❑ ❑ ❑ 4 sets of black line prints Preconstruction: ❑ ❑ ❑ No construction can begin until: (See Facts and Findings, if any) ❑ ❑ ❑ Clear/Grade/Fill has been applied, approved and paid for. ❑ ❑ ❑ Landscape Plan approved by Planning Commission or Planning Director, per the Facts and Findings. ❑ ❑ ❑ Schedule the preconstruction meeting. Information Required; ❑ ❑ ❑ 1. Provide Liability Insurance with the City of Anacortes as additional insured in the amount of$1,000,000.00, form CG2026 or similar. ❑ ❑ ❑ 2. Provide copies of all flaggers' certifications ❑ ❑ ❑ 3. Provide verification of General Contractors State License ❑ ❑ ❑ 4. Provide verification of all Subcontractors State License ❑ ❑ ❑ 5. Provide verification of the Subcontractors City of Anacortes Business License. ❑ ❑ ❑ 6. Provide verification of General Contractors City of Anacortes Business License. ❑ ❑ ❑ 7. Provide a contact list of Key people that will be working on this project, as well as the order of communication. ❑ ❑ ❑ 8. Provide verification of the Erosion Control Supervisor Certification. ❑ ❑ 9. Provide a Proctor and Sieve Analysis of Material Used. See the City of Anacortes Right-of-Way and Testing Practice. All material must be approved by the City of Anacortes Public Works Director ❑ ❑ ❑ 10. Establish a weekly meeting, if needed. ❑ ❑ ❑ 11. Indicate special inspection agency and geo-engineer. ❑ ❑ ❑ All Erosion Control Measures installed and approved the Public Works Inspector or designated Representative. ❑ ❑ ❑ All Construction Fencing in place and approved by the Public Works Inspector or designated Representative. ❑ ❑ (l 1 Copy of the Contractor's Spill Prevention Program ❑ n ❑ Weekly Tool Box Safety Meeting Minutes ❑ ❑ ❑ Provide 1 copy of the PSE plans for Street Lighting approval. Page 2 of 4 City Project Manager Date APPENDIX C: INSP-04 City Contact Number Project Name APPENDIX C—CONSTRUCTION AND INSPECTION FORMS JULY 2011 Construction: N/A Need Submitted (Check pertinent information for the following requirements) ❑ ❑ n Call for inspections. See the Preconstruction Agenda. ❑ ❑ ❑ Provide daily Compaction Testing. See the approved plans and Preconstruction Agenda. ❑ ❑ ❑ Call for Water Pressure Test. Contractor to provide pretest prior to calling for Inspection. ❑ ❑ ❑ Provide Water Sample to the Department of Health for testing. ❑ ❑ ❑ Provide Sewer Pressure Test. Contractor to provide pretest prior to calling for Inspection. A re-inspection fee will apply. ❑ ❑ Provided Erosion Control weekly/Monthy reports. See approved plans and EDS Standards. ❑ ❑ ❑ Provide daily on-site Geotech Inspections. ❑ ❑ ❑ Provide daily Geotech Reports. ❑ ❑ ❑ Video Inspection Request: Before a Television Inspection can be performed, all work has been inspected by the City of Anacortes and all items have been completed and the required information provided to the City of Anacortes: ❑ ❑ ❑ 1. Photos of installation. Including all connections made. To be supplied to the Public Works Inspector. ❑ ❑ ❑ 2. Trenches are backfilled and compacted to subgrade elevation. ❑ ❑ ❑ 3. Proctor and Sieve Analysis of the trench backfill material are supplied to the Public Works Inspector. ❑ ❑ ❑ 4. Compaction test reports for trench backfill are supplied to the Public Works Inspector. ❑ ❑ ❑ 5. Manholes are installed and backfilled, per the plans and standard specification. ❑ ❑ ❑ 6. Proper connections to the manholes. ❑ ❑ ❑ 7. Manhole channels have been installed, per the plans and standard specifications. ❑ ❑ ❑ 8. Lines have been flushed and cleaned. ❑ ❑ ❑ 9. Every line segment has been air pressure tested and passed ❑ ❑ ❑ 10 All work has been inspected and approved by the PW Inspector. Once this work has been completed and verified by the Public Works Inspector, the Contractor can request a"Video Inspection Request" from the Public Works Inspector. The Public Works Inspector will process the request with the Operations Department for scheduling of the sewer line and storm line. Before final acceptance of the sanitary sewer and storm drainage,the Contactor shall correct all deficiencies found during the Television Inspection. An additional inspection fee will apply. Page 3 of 4 City Project Manager Date APPENDIX C: INSP-04 City Contact Number Project Name APPENDIX C—CONSTRUCTION AND INSPECTION FORMS JULY 2011 Construction Acceptance: N/A Need Submitted (Check pertinent information for the following requirements) Prior to calling for a Final Inspection by the COA Public Works: ❑ ❑ n Contractor to complete and return to the Public Works Inspector, the Final Inspection Guidelines for Contractors Inspection Form. The Public Works Inspector will verify completion. ❑ ❑ ❑ Provide a set of As-builts to use as reference at the site walk. ❑ ❑ ❑ Schedule the site walk. Wednesday mornings from 9:00 am to Noon is the time that the City Departments have set aside for this activity. ❑ ❑ ❑ Provide As-builts for City review and approval. (1) copy in Mylar form and (1) copy in digital form in AutoCAD 2000 minimum. ❑ ❑ ❑ Complete Punch List items, if any. ❑ ❑ ❑ Submit a formal request for a Performance Bond for minor work to be completed, if desired. The Performance Bond is the cost of construction x 150%. ❑ ❑ ❑ Provide a Performance Bond. Per the Anacortes Municipal Code, it is only valid for 1-year. Provide, but not limited to: ❑ ❑ ❑ All compaction testing information. ❑ ❑ All Video information, Sanitary Sewer, Storm Drainage 7 ❑ ❑ All photos of construction with identification of location and description. ❑ ❑ All geotechnical reports, including Final Report ❑ ❑ ❑ Verification of correction notice completion ❑ ❑ Water Pressure Test Reports ❑ ❑ ❑ Sewer Pressure Test Reports ❑ ❑ ❑ Asphalt Inspection Forms ❑ ❑ ❑ Fire Flow Test Report ❑ ❑ ❑ ❑ ❑ ❑ Final Plat Approval: ❑ ❑ ❑ Provide verification of Construction Cost. This is used to establish the 2-year Maintenance Bond. The Maintenance Bond is 10%of the Construction Cost. ❑ ❑ ❑ Provide a (2) year Maintenance Bond. If there is a Performance Bond in place, the (2) year Maintenance Bond does not take affect until the Performance Bond is completed and accepted by the City of Anacortes. ❑ ❑ n Complete and submit the Final Plat Submittal checklist with the Supplemental Public Works Submittal Requirements. See EDS Standards Appendix "C". ❑ ❑ ❑ Provide(2)Copies of the recorded document. Page 4 of 4 City Project Manager Date APPENDIX C: INSP-04 City Contact Number Project Name FACE OF CURB VARIES 12"TO 24" FACE OF CURB FACE OF CURB FACE OF CURB VARIES 6 1/2" 6 1/2" VARIES FROM 6"(IN)TO 0"(IN) 1" 10"TO 22" 1" MAINTAIN 1 H:6V SLOPE \--:•••-•--, " R. (SEE CONTRACT) 1"(IN)R. 51/2" 1" VARIES 1"(IN) ON SIDE OF CURB MATCH ROADWAY MATCH ROADWAY 1"(IN)R. R MATCH ROADWAY 1/2"(IN)R. f MATCH ROADWAY SLOPE SLOPEA _.,� SLOPE SLOPE 1/2"(IN)R. 1R"(IN) ROADWAY 1/2"(IN)R. m . D• io i 1/2"(IN)R. °•• 1 ro 1/2"(IN) ROADWAYROADWAY D •° ROADWAY R. O t D. m :,'—trri R. It Vi - • I • D . . io a • ° a .a S. • ° D ,I, - .' m a •- D .° m ° D ' m FLUSH WITH GUTTER PAN AT CURB 1 11 112 ttt f i 1 _6" 11 1/2" ...1 1'-6" © r O LRAPM APT EDNTRA RIVEWNCAYE-E N1I2TRAN(INEV ERTICAL ` DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES 6" 1"(IN)R. CEMENT CONCRETE NOTE 112"(IN)a 6 CURB RAMP,LANDING, -" CEMENT CONCRETE OR 112 (IN)R. r OR DRIVEWAY;n I ASPHALT CONCRETE R.(IM ENTRANCE 1. See Standard Plan F-30.10 for Curb Expansion and SIDEWALK OR PATH VARIES FROM R Contraction Joint spacing and see Standard b 6"(IN)TO 0"(IN) ° Specification Sections 8-04 and 9-04 for 11111111111111 additional requirements. 6" D• d L— • 3/8"(IN)PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT 3/8"(IN)PREMOLDED CONCRETE SIDEWALK) JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES -J w V XTR/I^x 4- $'3 WO/ 4` FACE OF CURB FACE OF CURB e r : Qt,T ti VARIES 12"TO 24" FACE OF CURB a ,,ate FACE OF CURB - m VARIES 7 1/4" W z 1" 10"TO22" i 1" 61/2 Irf7aa q-. `� (SEE CONTRACT); „ 3" 4" '; ;%.,":•N •: ¢ 5 1/2 1" 1 1/2"(IN)R. O 34363 O �* 44. 0 1"(IN)R. 1"(IN)R. 1/2"(IN)R. I 1"(IN)R. �d' �''f'1 ST1CRL �1 112 (IN)tt SIONAL ''' ROADWAY ROADWAY ' a�l, ROADWAY a� D• io D • ROADWAY °. ° D Barry,Ed ( /Z- May 6 2014 3:31 PM D ° .1- Vi • CEMENT CONCRETE CURBS r ' a• , o . t. ° p- ° D .• D ' • • •° STANDARD PLAN F-10.12-03 1 3/4" f f 1 3/4" 1..., 8 114" I 8 1/4" -1 SHEET 1 OF 1 SHEET — 1 APPROVED FOR PUBLICATION y^, �j /J / I9akotich.Pasco P-.-e /74/L, - Jun 11 201d I:25 PM 1 , STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT 41.6. Washington sIR><o o.paAmaMorTeoncportation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB WAY 1'-0" 8"I SIDEWALK .1FOR SIDE TREATMENT SIDEWALK 81/2" SEE © 81/2" 1'-0" -0".i. (SEE CONTRACT) SEE OTHER SIDEWALK SECTIONS'''. (SEE CONTRACT) CONTRACTION 2.0"/, JOINT 51/2" 1" FACE OF CURB 112 (IN)R.(TYP.j ROUNDING 1 1!2'(IN))R.(TYP.) 4-1CURS NOT INCLUDED IN BID ITEM- © AX 2 0%M „ "v lEE STANDARD PLAN F-10.12 +� ZrV 2.0°/a MAX. r I ,o ROADWAY q D c '041''' SEE RAISED EDGE 3/8"(IN)PREMOLDED SEE CURB FACE DETAIL DETAIL-•THIS SHEET JOINT FILLER ° • a WITH RAISED EDGE 1 1 FINISHED GRADE 1"(IN)BELOW MONOLITHIC CEMENT CONCRETE 8" I s 1/2 l ',• -"TOP OF CONCRETE SURFACE CURB AND SIDEWALK z-a" SIDEWALK NOTE �1-0"11'-0", MIN. (SEE CONTRACT) CURB FACE DETAIL 1/2"(IN)R (TYP) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible EPANSI ROUNDING _ _ CURB NOT INCLUDED IN BID ITEM- EXTEND SIDEWALK TRANSVERSE EXPANSION route free of vertical and horizontal obstructions.Gratings,Access Covers, ,2.0% 1 2.0%MAX. SEE STANDARD PLAN F-10.12 Junction Boxes,Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL PANSI sidewalk must have slip resistant surfaces, be flush with surface,and match F grade of the sidewalk. *�.'�J .. `v 3f8"(IN)_— WALL OR BARRIER PREMOEDED • ,cj,P JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK De BROOMED FINISH(TYP) o 1'-0" _ SIDEWALK ,J 1/2"(IN)R. 12,,0• E PERIMETER� WIDE, SMOOTH-TROWELED 0 ALL CUT SLOPES MIN. (SEE CONTRACT) l ' CEMENT CONCRETE CURB v 112"(IN)R.(rip.) 51111111td G (CURB AND GUTTER SHOWN) � r CURB NOT INCLUDED IN BID ITEM- " NOT INCLUDED IN BID ITEM 1 SEE STANDARD PLAN F-10.12 �* 20°/.MAX SEE STANDARD PLAN F•10.i2 3J8 (IN)PREMOLDED � � m AO' �• � ` JOINT FILTER 4" IL 3/8"(IN)PREMOLDED lsrJ! JOINT FILLER at `.'.. ''' ADJACENT TO CURB SIDEWALK ADJACENT TO WALL DETAIL BRIDGE OR PEDESTRIAN --- .':: RAILING '',••••" f �' CONTRACTION JOINT BARRIER•-SEE SIDEWALK �l ..-' INS ALK ONLY CONTRACT PLANS-\„1 (SEE CONTRACT) 6 �� r 1!2"(IN)Ft(TYP.) LEVEL 1CZ" '��ya 9 EXPANSION JOINT 1N BOTH V titgR jc I 1/2"(IN)R. 1 ham-f CURB AND SIDEWALK 0 pF ��Syl Q CURB NOT INCLUDED IN BID ITEM'- '. �`b -)!.' FLUSH 2.0%MAX SEE STANDARD PLAN F-10.12 - V yew boy�r�! `� raa� io q .'; 0-4 N 1"(IN)R. '�"• ', q .• • ' ISOMETRIC VIEW T: ' VERTICAL WALL." 3/8"(IN)PREMOLDED •° JOINT AND FINISH ^% r. 44 SEE DETAIL JOINT FILLER(TYP•) DETAIL p0 $4. E 43s3_�'O '�w ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL ,v,.. AL E GA EXTENLK TRANSVERSE 3'-0"MIN. JOINTS TO OI INDE CLUDE RAISED EDGE '� Barry, Ed FOR SIDE TREATMENT SIDEWALK BUFFER STRIP (, ! 4 May 6 2014 3:41 PM SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) 3/8^ z_ '' 1/8"TO 1/4" CEMENT CONCRETE Q 1/2"(IN)R. CURB NOT INCLUDED IN BID ITEM•- 1 f i SIDEWALK SEE STANDARD PLAN F•10.12 i I I z.o%MAX` (TYP.) . , • o .6•tea,. . • . .T o 'a��y' •. STANDARD PLAN F-30.10-03 o e �O • 4 •9 'D. TQ °o SHEET 1 OF 1 SHEET FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE - APPROVED FOR PUBLICATION SURFACE FR PLANTING-FLUSH IF PAVED Ige J.Rakii,4a1:2S PM PREMOLDED b .- JOINT FILLER STATE DESIGN ENGINEER ADJACENT TO BUFFER STRIP 0 EXPANSION JOINT ©CONTRACTION JOINT Washington State Doparintontof1ranoportation ONOTES A _ _ ' �1 1. The Detectable Warning Surface(DWS)shall extend the full width of the curb ramp, B E ` c�- ETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of MIN. MAXMAX. CURB RAMP,LANDING,CUT- - SURFACE(DWS) the DWS requires a concrete border around the OWS, a variance of up to 2 inches _1_' A 1.60" 2.40" THROUGH OR WALKWAY / SEE NOTE 3 on each side of the DWS is permitted. { + T A B 0.65" — j A 2. The Detectable Warning Surface(DWS)shall be placed at the back of curb, with the B D; c 0.45" 0.90" two leading corners of the DWS panel placed adjacent to the back of the curb, and I 0 �- D 0.9" 1.40" BACK OF CURB_ with no more than a 2 inch gap between the DWS and the back of the curb measured TRUNCATED DOME SEE NOTE 2 -\ , 2'-0"MIN.- at the center of the DWS anel. Exce tion: If the Manufacturer of the selected DWS ! �• APPLICATIONS E 0.2'' 0.2" ::";? TYP.OF ALL D p requires a concrete border around the DWS, a variance of up to 2 inches from the TRUNCATED DOME SPACING SECTION O I� ��— back of the curb is permitted(measured at the leading corners of the DWS panel . SEE NOTE 3 SEE STANDARD SPECIFICATIONS ��-1+��1 3. The rows of truncated domes shall be aligned to be perpendicular to fhe grade )FOR COLOR OF SURFACE 1 break at the back of curb. TRUNCATED DOME DETAILS J MATCH TO WIDTH OF CURB RAMP, 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER ---! LANDING,CUT-THROUGH OR 5. If curb and gutter are not present, such as a shared-use path connection,the n a WALKWAY Detectable Warning Surface shall be placed at the pavement edge. g L DETECTABLE WARNING SURFACE DETAIL LANDING 000OFFSET , 6. See Standard Plans for sidewalk and curb ramp details. CURB RAMP SEE NOTE 81 7 If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the rampand within the required distance from the rail. WALKWAY / T_ WIDTH OF ` q , / 1 WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY WIDTH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the r / THROUGH P bottom of the curb ramp directly above the grade break. DETECTABLE WARNING �C ) J J � Q �` SURFACE(OWS)- �� l5 SEE NOTE 4 CURB RAMP ^� 1 WIDTH OF CUT-THROUGH z l ���� '- BACK OF CURB (TYP.) SINGLE DIRECTION CURB RAMP _ / :f4:;co=:=: - 2' 0,.\( —�2'-0"MIN. m (GRADE BREAK BETWEEN CURB AND `` -. I _MIN.- LANDING 5 5 FT. FROM BACK OF CURB) I� "_.... _`_ (SEE NOTE 6) _1. DETECTABLE WARNING oo LANDING BACK OF CURB-_/ SURFACE(DWS)- { �` DETECTABLE WARNING _��- Y::::: DIRECTION OF SEE NOTE 2- I i SURFACE TYP to ¢ i TRAVEL _II+ SEE NOTE 3 . { ) CURB RAMP < m ', WIDTH OF CURB RAMP Ii L, SEE NOTE 3 cc BACK OF CURB- i BACK OF CURB- SEE NOTE 2 WALKWAY i .r.zil WIDTH OF PERPENDICULAR CURB RAMP' �I SEE NOTE 2 WALKWAY (SEE NOTE 6) / �,-0"MIN. /771 WIDTH OF CURB RAMP, ISLAND CUT-THROUGH rr�^ J — LANDING,OR WALKWAY DETECTABLE WARNING DETECTABLE WARNING SURFACE(TYP.) \ r" I CO '} 2 ,L SURFACE(DWS)-SEE NOTE 3 �y SEE NOTE 3 \� :•~:•i;.....:: 5 p@ HASy� 1� % f� BACK OF CURB- 1 `+ BACK OF CURB- \ `'��/� :o. TN ,r a SEE NOTE 2 l "" 1' lzr SEE NOTE 2 MEDIAN CUT-THROUGH SINGLE DIRECTION CURB RAMP �! z. (GRADE BREAK BETWEEN CURB AND DETECTABLE WARNING an i SURFACE (DWS) - -� �` `'� j j f f /I� WIDTH OF SHARED- r;%`/ tU LANDING>5 FT.FROM BACK OF CURB) SEE NOTES 4&7 ,, z1 \ zc r .• ; , USE PATH OR ryry .Q 2aeao O y (SEE NOTE 6) ! / )`� WALKWAY(TYP,)/ ACC �G 1 S C�4� 1� r~l U_% CURB RAMP-, r CURB RAMP CO N I .' ssJONAL ��G WALKWAY -1 ty LANDING + WALKWAY ! '� r 4 _ I j + 11 1 r I -, WIDTH OF CUT-THROUGH Scott SHARED USE -� Jul Ir220t64:25PM r II c I,I,�I,I I�,I, (TYP.) PATH OR roc WALKWAY DETECTABLE WARNING ! I I_I I_I I / /1 ml_l Ic ROUNDABOUT SPLITTER r;/' �,,5 ISLAND PAVEMENTEDGE 7 SHOULDER SURFACE RAIL r ::::: STANDARD PLAN F-45.10-02 ro a i _ SHEET 1 OF 1 SHEET BACK OF CURB DETECTABLE WARNING DETECTABLE WARNING SURFACE DWS •-SEE NOTE 3 PATH OR APPROVED FOR PUBLICATION SEE NOTE 2 WIDTH OF ( SURFACE (DWS) WALKWAY SEE NOTES 4&5 s C�I;1016g: LANOiNd- _____N, __ �(zcorle3, ]W 152014724 PM PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING STATE DESIGN ENGINEER (SEE NOTE 6) PLACEMENT GUIDELINES SHARED-USE PATH CONNECTION Washington Sfat�D*parfmant of Transportation pQOhFA StAr•A OfF C,R P 1 tD S GOOV'C r pINtSN tT'� pJ — stAR1F'S 'r - ` JJ ksas Np f �) s t • pA�}ytON 3 plgN g.3S s �` �rs4 `` �,. GURg trfP estoRp tE �` ! t1 ` ~ ` g6 GptST?AGA NG.p�ES lAtSCRP�T� G SW G�D tiflWLK~y� `f . ' YRRQ� \':� vAatas t N�GQ o tN tix f' ,;,f _is N ,� � ` ` _ GaA 5PtPtEp1 AN f-1Q- y1fA4K `� y l f Cb Q ti} 'tsee 5CANp �NT GQNC.5ta� y�S►�---� !�/•�; d• j✓ ;��r j NrRAtdC D IS*" .,•• • I �G�gtAEV IA.vG�} _.. 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Y �� j"• pL���l� fee � cent:Sin: e wed 3p`{ft]• 1k dew ro ae 1 ss owl sZ ,Nibh ay wila gyp,tt1 fors� ct Pta�� hasQ tvS�A� S1a vvAt K� P ,� 1tp /16 MAX•t5 dry a �- ° ri F- NQT �) ZQtNT t 90P.} tand ', dard p� tS0 PAtyStQN p4AN Ftas AK_---,„ Z• fe:::::t r sho gee tas� 3?&+,ttN1 rANtpAtvAR r ' c� ` GRNo)5RE andrtt�eg oxe5SACNOIS s} - 'tsS•N�� r 3 3' c d t eures,�unct�a n an`es' p4 the CiutiR�C�wN p Fob '�'� � C� p � r N .�nP petaudrtvewaY ten9th � Gt*ttisa t:► on 0 ,15 MAyC.(.tyP J GR� ' �NQTert ORAD� fJ pR4 5T G 1ad�atnn ftio�,t of out,tihe en aUbe ttusri. st_°p� tp,�t6�¢�C�.t } g a4 �,stit f•a. AY. \ r�fla fl Fu to caned lane' q�feet �- ti.�%� ` ' aFAR gtflRAoE �, Bns } - _ wOt N aoti1yt P'} t}, other RK 't scentsU d to eXGead at),_ , ).6;sA QER�r G03C1 yam .'OAK ac9r y::Y ' NSA p,1a + ad] gtatsa ti{�}hen the R p1.A t8as a 10' ' ' . se;s}} A�q p�N F aN 5. koe t n the p ten ' g cent(act a;;dev a S °lo• * ¢st N� Q c ' '0000 _I1° s iP2"(1N}t Y U r rsR G padestrian 5h n Ill 5ured Pram atlt ed to of * tse� ".7' .41 �o �� t tAN RAMP w�' QN j.I :::: cotI r`i7J 0OiJTFA� sAs GU nog, to COnat 5tde`Naw. ,jfaY GQNGR PAy 41' `�T i?1�A fay' i64:26rTr "• stogy isE� # 0B G tisa a s'match en 'e nat• dude drtve „G en G �tP 3ut 1. vo c ' ``a j t& E Nam ramp t 15 fit• paY iterc does .yr•eNC_ ' G�'!1'�CR SCE t5s�c°`wrte � - 1�t. # Be1° eta f'��S / GO•itt '�";�,Ors* pA • 7. See boa Ur sa r , pjt p ra, '�� s f.BQ.' p* l .tiN1.. {SSE C G f l 1F3 Tr?) STAN�A�P t�Q �i= upis Psp ,� PANStoN �_ �n nosy�o sV 12. A ,•` .... I s'N yrcD Fc "+a'SzazrM ........... {tilE Ay RA �` FOR GC1DN 3� 0..W.14AK i ApPRO y „loti q AY �, �'{lUts0 GflNlu‘ igRP NGTE�} y 1 ' ro ss °4 �F1c st sat en 1,�� SR f �' A��a� m �•r,aa _, (gam NQ pR�AY --- T� / yiyshtn$�°s+ea.4ap� o ,.0001&-NPS pAY LlMtSS `""- / f ''a eck {,L.A444 �S t463 `y � / �`1 p sRTRANC ` J/�j PDAR j f / �1� f Sr7/ ,- / pER$1Ax°ARp !�/- 'll .'� vt° .....„_____ , ,,...„, ,' .� .�% pe,1 -p A`r L. 1 Z BROOMED VARIES 318"(IN)EXPANSION JOINT(TYP.) r FINISH(TYP.) (SEE CONTRACT PLANS) C^ SEE STANDARD PLAN F-30.10 I % a \ CEMENT %. \\„ I • ,i MATCH SIDEWALK WIDTH CONCRETE - \\\���� I [IP"- / (SEE CONTRACT) SIDEWALK \MATCH SIDEWALK WIDTH 1\ * *i / (SEE CONTRACT) —��' 1 6'-0" VARIES• / ` I I (SEE CONTRACT) I \ j �• 3/8"(IN)EXPANSION JOINT(TYP.)- ' \� P. I+ SEE STANDARD PLAN F 30.10 0 I s \�\ BROOMED 1 ' , 41 `� ,o \ m. 1 / \�\ I FINISH(TYP.) i. o .� Z Zi s. \ \. p 1, T o I \ 7 WI , w f 1 it / \ •, 1 (SEE NOTE 1)p 2'-6" 2'-6" \ CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1)�` CEMENT CONCRETE\ BUFFER STRIP(TYP.) 0 CURB AND GUTTER SIDE SLOPE(TYP.) F CURB AND GUTTER % ~(TYP.) ' (TYP.) (SEE NOTE 3) (SEE NOTE 3) PLAN VIEW PLAN VIEW w DRIVEWAY ENTRANCE 0 ,'•y TYPE 3 - SIDE SLOPE(TYP.) TYPE 4* J I * c ,I THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE } to ZZ p 1/2"(IN)R.(TYP.) MATCH SIDEWALK WIDTH (SEE CONTRACT) I (SEE CONTRACT) (SEE CONTRACT) r DRIVEWAY _ 1/2"(IN)LIP BETWEEN ROADWAY1/2 �+ 1/2"(IN)LIP BETWEEN ROADWAY (SEE NOTE 7) \ iD . /- GUTTER AND CURB(OR SEE ) I �[ GUTTER AND CURB(OR SEE r :. • . . fot \ CONTRACT) CONTRACT) SIDEWALK J I DRIVEWAY DRIVEWAY \ (SEE NOTE 7) DRIVEWAY , DEPRESSED 3/8"(IN)EXPANSION JOINT(TYP.)- i RAMP DEPRESSED RAMP SEE STANDARD PLAN F-30.10 CURB AND GUTTER - SECTION 0 CURB AND GUTTER (SEE NOTE 3) (SEE NOTE 3) SECTION OE GoTT Zh, `e 0 WASN„1c gam •C , ! "CEMENT CONCRETE DRIVEWAY _ ••, ENTRANCE TYPE 3"PAY LIMIT "CEMENT CONCRETE DRIVEWAY j F/.1.1'. ,f DRIVEWAY '/_- ENTRANCE TYPE 4"PAY LIMIT fly, !/�28680Rw7 � (SEE NOTE 7) ;'` ♦ "" �111 es o!S TE G1 CL.4000 CONCRETE \ 1 PER STANDARD SPEC.B-06.3 �/ ;' DRIVEWAY ller Scats (SEE NOTE 7) � ;� � Jul 1820167:07AM CEMENT CONCRETE CL.4000 CONCRETE / DRIVEWAY ENTRANCE PER STANDARD SPEC.8-06.3 )II = , TYPES 1, 22 3, A 4 --�_ j STANDARD PLAN P-80.10-04 v SHEET 2 OF 2 SHEETS ~�ti 0 / % t✓ APPROVED FOR PUBc IC�TION (,�azficrstec, 9E�b Jul 18 201612:22 PM ISOMETRIC VIEW ISOMETRIC VIEW :OW), TYPE 3-PAY LIMITS TYPE 4- PAY LIMITS STATE DESIGN ENDINEER v71 Wash-ngton State Deportment of Transportation (3) STREET STANDARDS JULY 2011 1. Cold mix asphalt is used as the temporary asphalt surface layer. 2. A Performance Bond is provided to the City of Anacortes that is the cost of repair(See AMC 12.08) x 150%. 3. The Contractor is responsible for all maintenance and repair during this period. STR-27 CITY-OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right-of-Way Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08— Street Excavation Permit Requirement Install 18-30 inches deep within'and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high-traffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. Conduit ends terminate at Type II junction boxes conforming to WSDOT Standard Plans J-11 a. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility Vault Co. (800) 839-3500) with inside dimensions of 3'-5"W X 5'-5"L X 5'-1%"D. The contractor must submit conduit and vault as-built drawings showing the right-of-way and property corners, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone CATV." STR-28 PROPERTY ACCESS STR-28.1 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Line 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to7 Intersection 50 feet �uzlxcsKS . *Maximum Width at Street 20 feet 3' 0 feet Residential **Commercial < 250 feet <_ 125 feet Right Turn Only at Signalized Intersections Arterials Collectors Right-In-Right-Out Only When Safety Warrants Be t1—'7 .• * Driveway cuts in sidewalk required ` ' ** Unless topography or traffic volumes require wider. CHAPTER 3 STR-15 UTILITY FRANCHISE CONTACT LIST A. Comcast Cable Casey Jones, New Construction Cell: 425.508.7335 Fax: 360.527.8302 E-mail: caseyjonesacable.comcast.com B. Comcast Cable Bill Inama, Construction Maintenance Cell: 360.815.6354 Fax: 360.527.8302 E-mail: bill_inama@cable.comcast.com C. Cascade Natural Gas Ted McCammant Office: 360.336.3842 Cell: 360.708.4689 Fax: 360.336.2564 E-mail: ted.mccammantcngc.com D. Cascade Natural Gas Jim Hobbs Office: 360.336.3911 Cell: 360.941.0499 Fax: 360.336.2564 E-mail: James.hobbs@cngc.com E. PSE/Intolight Lisa Kinney, Account Sales Manager Office: (425) 516-5432 E-mail: Lisa.kinney@pse.com F. Puget Sound Energy Jane Major, Municipal Construction Planner Office: 360.766.5571 Cell: 360.791.2748 E-mail:jane.major@pse.com G. Frontier Communications Company Lawrence Bogues, Construction Office: 360.354.1755 Cell: 360.395.8430 H. Frontier Communications Company Bret Murdock, Engineer Office: 360.707.0641 Cell: 425.417.7085 Fax: E-mail: bret.t.murdock cr,ftr.com sTY"0 ANACORTES PUBLIC WORKS DEPARTMENT �L'0 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. Plan Review Fee:$ +Construction Inspection Fee:$ =$ Page 1 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX C: INSP-05 (JULY 2011) ,sr Y 0 ANACORTES PUBLIC WORKS DEPARTMENT 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. $25.00 8" L.F. $30.00 10" L.F. $37.00 12" L.F. $45.00 15" L.F.cc 18" L.F. w 24" L.F. w N Other 2 Other cc Catch Basin, Type I EA $740.00 Catch Basin, Type II EA $3500.00 Storm Manholes EA $5000.00 Ponds EA Bioswales EA Vaults or other water EA quality measures 6" L.F. $35.00 8" L.F. $45.00 10" L.F. cc 12" L.F. 15" L.F. 18" L.F. r 24" L.F. cc Other I— Other rn Sanitary Manholes 48" EA $5000.00 Sanitary Manholes EA Other Lift Station EA Page 2 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX C: INSP-05 (JULY 2011) �erO� ANACORTES PUBLIC WORKS DEPARTMENT AI ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT 4" L.F. $45/$55 6" L.F. $55/$75 8" L.F. $55/$75 cc w 12" L.F. $65/$80 r 16" L.F. $75/$90 Other L.F. Water Meter EA $200.00 Fire Hydrant EA $5000.00 ($4) 2'x length Street Construction ($3) 24'x S.F. length Length Width g ($2.80) 20' x length w w Street Lights EA $3000.00 cc 1— Street & Stop Signs EA $200.00 J) Curb & Gutter L.F. $14.00 Overlay, Asphalt TON $100.00 Overlay, Concrete S.Y. Sidewalk S.Y. $28.80 Wheelchair Ramps S.Y. $36.00 Landscaping S.Y. $27.00 Trails S.F. Stream Enhancement S.F. Other Other Temporary cc Erosion/Sediment Sump $2000.00 = Control ** o Earthwork C.Y. $15.00 Traffic Control $2000.00 Erosion Control $500.00 Utility EA $275.00 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 C: INSP-05 (JULY 2011) Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 • • ry . _ -{ ' �F' 1 c �� $ >}*erg � •a": t r A yk F . z Ash � � s1: �� eye. •'• �xfr.s ram t�R." v, '...',NI,� ,. ) x,. O' y so h°a.'5.,�,9uC' L „air A ft,r1,£aa , rr '' ° .. p�" ( g ', rw=47 f r.9 ems" :. r� r•' < `� FC '.,ILO 1 �,• � ., itA °.,.,. tG aftWV •gal Stationing: N/A Location: Southeast corner of 21St and Commercial Avenue, looking south Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 1 of 10 R:\Prot-CFP-Dev-LangelCorr12101 Commercial Avenue\02-13-18 DRG Meeting102-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 1 r _ i 9 x I: 4 _ y a k i da .. f „, mY� ��z` ��y �va��- L � f ,A, A(, t' 1 - L� Stationing: N/A Location: Southeast corner of 21st and Commercial Avenue, looking east Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 2 of 10 R:1Proc-CFP-De -Lange\Corr12101 Commercial Avenue102-13-18 DRG Meeting102-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 ��� 5 # if 14t ;:1 j - — y � $ i i I ja IC I f fir ,.� 46 to Z?f::±;';:k47 . �g4• f h i F_5 J �> 74, � F Ysi xi. xi Stationing: N/A Location: Southeast corner of 21st and Commercial Avenue, looking southeast Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) P 3 R:\Proc-CFPageof10-Dev-Lange\Corr12101 Commercial Avenue\02-13-18 DRG Meeting102-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 I£ t � Stationing: N/A Location: Alley way between 21 st and 22nd Street, eastside of Commercial Avenue, looking east Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 4 of 10 R:1Proc-CFP-Dev-Lange\Corr12101 Commercial Avenue102-13-18 DRG Meeting\02-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 i ; 1 : 1;: _ am,.rnvn s s y �' ' - �J�y��l 4 �. �� Yx +f�� �Y„ ply b � s - '' tip; Stationing: N/A Location: Alley way between 21st and 22nd Street, eastside of Commercial Avenue, looking northeast Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 5 R:\Proc-CFPof10-Dev-Lange\Corr12101 Commercial Avenue102-13-18 DRG Meeting102-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 ^ j ITi7H1 �i4�z$ a " t ,�K ; Stationing: NIA Location: Alley way between 21st and 22nd Street, eastside of Commercial Avenue, looking north Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 6 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting102-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 I , C - v. . . -- -- 1, ,,,,,,, . ,, „ , xe ��� i g ". ,. f 'rye, , Stationing: N/A Location: Southeast corner of the property, looking north Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 7 of 10 R:\Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue\02-13-18 DRG Meeting\02-13-18 Project Photos.doc Date : February 13 , 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02 - 13 - 18 a k, 1 qq \f f� �{} f %.x x ' F� - < t t�:s\ .��4"`n�.'r".s Vz-*.....�•� .w T.,».:. frfi k . � 4 is@i- J� ..:,t .q"� ji 4 Ii : 3pi�asNHma 'o`�". .- .'a"„ .,. -: -.u:y ! ... 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' y.,.. r, ;ter. . . , . ., Stationing : N/A Location : Northwest corner of the building , looking east Description of Work : Existing condition Bid Item Work : N/A Photo taken by : Steven Lange ( Engineering Tech IV) Page 8 of 10 R:1Proc-CFP-Dev-Lange\Corr\2101 Commercial Avenue102-13-18 DRG Meeting102-13-18 Project Photos. doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 pB i, d v, 4 a ,..,,,l..., 41,1,,,, I ,,n .„. ,, t„.,.-- -_ ., ,,,,„ ,...,,,,,,,t,,,, ti H o � � �� Y >yg : 1}} er _ ;; 4.n._s 2 dry F Stationing: NIA Location: Mi•dpoint of the property on the north side of the building, looking east. Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 9 of 10 R:`Proc CFP Dev LangetCorr12101 Commercial Avenue\02-13-18 DRG Meeting102-13-18 Project Photos.doc Date: February 13, 2018 Project Photographs — 2101 Commercial Avenue DRG Meeting 02-13-18 „ II a s` F§ E - -;,, y s � %`t s N/A Stationing: Location: Northeast corner of the property, looking south Description of Work: Existing condition Bid Item Work: N/A Photo taken by: Steven Lange (Engineering Tech IV) Page 10 of 10 R:1Proc CFP Dev Lange\Corr12101 Commercial Avenue102-13 18 DRG Meeting102-13-18Project Photos SETTLEMENT AND RELEASE AGREEMENT This SETTLEMENT AND RELEASE AGREEMENT(the "Agreement") is entered into as of the Effective Date (as defined below) by and between Andomar F. Harju and Mary E. Harju, both as husband and wife and as Co-Trustees of"The Andy and Mary Harju Family Trust" dated September 14, 2007, Paul J. Erskine and Jean L. Erskine, husband and wife, (collectively hereafter the "Owners"), Select Styling, LLC ("Select Styling"), and Chevron U.S.A. Inc. ("Chevron"). WHEREAS, the Owners are the owners of certain real property located at 2101 Commercial Avenue, Anacortes, Washington, 98221 (the "Property") more specifically described as follows: West 1/2 of Lot 8 and all of Lots 9 and 10, Block 3, "STEWART'S FIRST ADDITION TO THE CITY OF ANACORTES, WASH.", as per plat recorded in Volume 2 of Plats, page 14, records of Skagit County, Washington. WHEREAS, Select Styling is the current tenant at the Property. WHEREAS, during the 1950's and 1960's Chevron and Chevron's predecessor in interest Standard Oil Company of California allegedly operated the Property as a gasoline service station which included the storage of petroleum products in underground storage tanks on the Property. WHEREAS, in the Spring and Summer of 2008, the Owners undertook an environmental investigation and remedial action at the Property to address contamination of soil at the Property by petroleum related constituents allegedly arising from Chevron's historic operations at the Property for which the Owners received a No Further Action Letter from the Washington Department of Ecology, a copy of which is attached hereto as Exhibit"A", (the "Remedial Action"). WHEREAS, the parties desire to settle various claims related to the Remedial Action on the terms and conditions described below. NOW, THEREFORE, the Parties hereby agree as follows: 1. Payment. In consideration of and subject to the terms, provisions and conditions contained in this Agreement, within thirty (30) days of the Effective Date of this Agreement, Chevron shall pay to the Owners the amount of One Hundred Forty-One Thousand One Hundred Sixty-Six Dollars and Eighty-Six Cents ($141,166.86). 1.1 The payments herein shall bear simple interest at the rate of twelve percent (12%) per annum from the thirty-first (31st) day after the Effective Date until paid in full. 1.2 Payment shall be made by check payable to "Mary Harju and Jean L. Erskine." 2. Owners' and Select Stvlino's Release of Chevron. The Owners and Select Styling hereby release and discharge Chevron, including its past, present and future parent SETTLEMENT AND RELEASE AGREEMENT- 1 entities, subsidiaries, divisions, affiliated entities, predecessors, representatives, principals, agents, officers, directors, employees, successors, and assigns, from any and all past, present or future claims, demands, causes of action, rights, liabilities, contract obligations, torts, damages, attorneys'fees and costs arising from the Remedial Action including, but not limited to, any right of contribution to recover costs related to the Remedial Action contained in the Washington Model Toxic Control Act (as amended, RCW 70.105D et seq.), the Comprehensive Environmental Response, Compensation and Liability Act (as amended, 42 U.S.C. § 9601 et seq.), or any other past, present, or future Federal, state, or local law or regulation. 3. Chevron's Release of Owners and Select Styling. Chevron hereby releases and discharges the Owners and Select Styling, including their respective representatives, principals, agents, directors, employees, contractors, consultants, predecessors, successors, and assigns, from any past, present or future claims, demands, causes of action, rights, liabilities, contract obligations, torts, damages, attorneys' fees, costs arising from the Remedial Action including, but not limited to, any right of contribution to recover costs related to the Remedial Action contained in the Washington Model Toxic Control Act (as amended, RCW 70.105D et seq.), the Comprehensive Environmental Response, Compensation and Liability Act (as amended, 42 U.S.C. § 9601 et seq.), or any other past, present, or future Federal, state, or local law or regulation. 4. Representations. Each party represents and warrants to each other party that as of the execution date of this Agreement: (i) The respective person(s)executing this Agreement are duly authorized to do so; (ii) This Agreement constitutes a valid and binding obligation; (iii) There are no pending agreements, transactions or negotiations to which it is a party that would render this Agreement or any part hereof void, voidable, or unenforceable; (iv) Each party has not assigned or transferred to any person any claim or other matter purported to be released herein; and (v) In signing this Agreement each party is not relying on anything any other party has said that is not set forth in this Agreement. 5. Assignment. Each of the terms of this Agreement is binding upon and for the benefit of each of the parties hereto, and their respective heirs, predecessors, successors, transferees, assignees, representatives, principals, agents, officers, directors, and employees. Any assignment of this Agreement by any party without the written permission of the other parties, except by operation of law, shall be void and of no effect. 6. No Precedential Value. This Agreement is the result of a compromise and accord and shall not be considered an admission of liability or responsibility. This Agreement is without prejudice or value as precedent and, except for any proceeding or hearing brought to enforce the provisions hereof, shall not be used in any proceeding or hearing to create, prove, or interpret the obligations, or terms and conditions, of any other agreement to which any of the parties hereto may be a party. SETTLEMENT AND RELEASE AGREEMENT-2 7. No Third Party Beneficiaries. Except as expressly identified in this Agreement, no third person or non-signatory hereto is intended to be a beneficiary of this Agreement. 8. Effective Date. "Effective Date" means the date on which this Agreement shall have been executed by all of the parties hereto as reflected on the signature page(s) of this Agreement. 9. Notices. All notices, demands, requests, consents and approvals which may, or are required to be given by any party to any other party hereunder, shall be in writing and shall be deemed to have been duly given if delivered personally, sent by facsimile, sent by a nationally recognized overnight delivery service, or if mailed or deposited in the United States mail and sent by registered or certified mail, return receipt requested, postage prepaid to: Owners & Select Styling: ATTN: Mary Harju 2101 Commercial Avenue Anacortes, Washington 98221 Chevron: Chevron Environmental Management Company Marketing Business Unit 6111 Bollinger Canyon Rd. San Ramon, CA 94383 Attn: Property Specialist, SS#352595 • Phone: (925) 543-2376 or to such other address as the foregoing parties hereto may from time-to-time designate in writing and deliver in a like manner. All notices shall be deemed complete upon actual receipt or refusal to accept delivery. Facsimile transmission of any signed original document, and retransmission of any signed facsimile transmission shall be the same as delivery of an original document. 10. Amendment. No modification, termination or amendment of this Agreement may be made except by written agreement signed by all parties, except as provided herein. 11. Waiver. No failure by any of the foregoing parties to insist upon the strict performance of any covenant, duty, agreement, or condition of this Agreement or to exercise any right or remedy consequent upon a breach thereof shall constitute a waiver of any such breach or any other covenant, agreement, term or condition. Any party hereto, by notice, and only by notice as provided herein may, but shall be under no obligation to, waive any of its rights or any conditions to its obligations hereunder, or any duty, obligation or covenant of any other party hereto. No waiver shall affect or alter this Agreement, and each and every covenant, agreement, term and condition of this Agreement shall continue in full force and effect with respect to any other then existing or subsequent breach thereof. 12. Captions. The captions of this Agreement are for convenience and reference only and in no way define, limit, or describe the scope or intent of this Agreement. 13. Severability. In case any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal or unenforceable in any SETTLEMENT AND RELEASE AGREEMENT-3 respect, such invalidity, illegality or unenforceability shall not affect any other provision hereof, and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 14. Counterparts. This Agreement may be executed in any number of counterparts, and each such counterpart hereof shall be deemed to be an original instrument, but all such counterparts together shall constitute but one agreement. 15. Neutral Authorship. Each of the provisions of this Agreement has been reviewed and negotiated, and represents the combined work product of all parties hereto. No presumption or other rules of construction which would interpret the provisions of this Agreement in favor of or against the party preparing the same shall be applicable in connection with the construction or interpretation of any of the provisions of this Agreement. 16. Litigation. In the event any party herein finds it necessary to bring an action against any other party to enforce any of the terms, covenants or conditions hereof or any instrument executed pursuant to this Agreement by reason of any breach or default hereunder or thereunder, the party prevailing in any such action or proceeding shall be paid all costs and attorneys' fees incurred by the other party, and in the event any judgment is secured by such prevailing party all such costs and attorneys' fees of collection shall be included in any such judgment. 17. Governing Law. This Agreement and the right of the parties hereto shall be governed by and construed in accordance with the laws of the State of Washington and the parties agree that in any such action venue shall lie exclusively in Skagit County, Washington. 18. Time of Performance. Time is specifically declared to be of the essence of this Agreement and of all acts required to be done and performed by the parties hereto. 19. Entire Agreement. The entire agreement between the parties hereto is contained in this Agreement and the exhibits hereto; and this Agreement supersedes all of their previous understandings and agreements, written and oral, with respect to this transaction. This Agreement may be amended only by written instrument executed by the parties subsequent to the date hereof. 20. Recitals. The above recitals are incorporated into this Agreement. s r/..0. r� %. Date: 616 ' ) 3 � � r F. Har'u 1 • i �� Date: /401.1- ,-d M-ry E arju r7 off �...•i% Date: Co —.0 3— ebt ur. Erskine Date: ie- s "d n L. Erskine SETTLEMENT AND RELEASE AGREEMENT-4 ANDOMAR F.F HARJU AND MARY E.HARJU,AS CO TRUSTEES OF"THE ANDY AND MARY HARJU FAMILY TRUST" DATED SEPTEMBER 14, 2007 Date: Andomar E. Harju,Trustee Date: Mary E. Harju,Trustee SELECT STYLING, LLC Date: By: Mary E. Harju Its: Date: By: Jean L. Erskine Its: CHEVRON U.S.A. INC. Date: // / Kathryn L. itieck Its: Assistant Secretary F GLNMI.3AIIWMyF10ameoaaM..Naltail R.[WAj1it FTLE1 ENTAHO REIf.ASt Nan LMLNr M7lQbA% SETTLEMENT AND RELEASE AOREEMENT-5 ANDOMAR F. HARJU AND MARY E. HARJU, AS CO-TRUSTEES OF "THE ANDY AND MARY HARJU FAMILY TRUST" DATED SEPTEMBER 14, 2007 Air . l ict. Date: jO 61 - 06' •�� ar F. Hr- 'u, Trustee I i; • 4,/,,r. Date: /O --�] .ry orarju, Ti tee # SELECT STYLING, LLC Date: /O aZ a d By: a . Harju Its: (L.." • Date: f a—'.0-3--4 e ! !.�•- can Erskine I . CHEVRON U.S.A. INC. Date: By: Its: P CLIENTS A�W.r}-Enkm.lEn4mm.nW Cal R«ow�SETTLEMENT AND RELEASE AGREEMENT OYYJnl.A.c SETTLEMENT AND RELEASE AGREEMENT-5 EXHIBIT"A" NO FURTHER ACTION LETTER SETTLEMENT AND RELEASE AGREEMENT-6 EXHIBIT "/ STATE OF k\ASH(NGTON F DEPARTMENT OF ECOLOGY si .R Of ._ c 9i; '6(( 4 ':u a 7all't ire, Ms t! '.:ri'7 September 2, 2008 Mary&Andomar Harju 2101 Commercial Ave Anacortes, WA 98221 Dear Mary &Andomar Harju: Re: No Further Action at the following Site: • Site Name: Select Styling • Site Address: 2101 Commercial Ave, Anacortes • Facility/Site No.: 2004976 • VCP Project No.: NW1958 The Washington State Department of Ecology (Ecology) received your request for an opinion on your independent cleanup of the Select Styling facility (Site). This letter provides our opinion. We are providing this opinion under the authority of the Model Toxics Control Act (MTCA), Chapter 70.105D RCW. Issue Presented and Opinion Is further remedial action necessary to clean up contamination at the Site? NO. Ecology has determined that no further remedial action is necessary to clean up contamination at the Site. This opinion is based on an analysis of whether the remedial action meets the substantive require- ments of MTCA, Chapter 70.105D RCW, and its implementing regulations, Chapter 173-340 WAC (collectively "substantive requirements of MTCA"). The analysis is provided below. Description of the Site This opinion applies only to the Site described below. The Site is defined by the nature and extent of contamination associated with the following release: Gasoline range petroleum hydrocarbons (tph-g) into the Soil Mary&Andomar Harju September 2, 2008 Page 2 Enclosure A includes a detailed description and diagram of the Site, as currently known to Ecology. Please note that a parcel of real property can be affected by multiple sites. At this time, we have no information that the parcel(s) associated with this Site are affected by other sites. Basis for the Opinion This opinion is based on the information contained in the following documents: 1. Independent Remedial Action Report: Select Styling, dated May 29th 2008, prepared by Whatcom Environmental Services. Those documents are kept in the Central Files of the Northwest Regional Office of Ecology (NWRO) for review by appointment only. You can make an appointment by calling the NWRO resource contact at 425.649.7239. This opinion is void if any of the information contained in those documents is materially false or misleading. This opinion is void if any of the information contained in those documents is materially false or misleading. Analysis of the Cleanup Ecology has concluded that no further remedial action is necessary to clean up contamination at the Site. That conclusion is based on the following analysis: 1. Characterization of the Site. Ecology has determined your characterization of the Site is sufficient to establish cleanup standards and select a cleanup action. The Site is described above and in Enclosure A. 2. Establishment of cleanup standards. Ecology has determined the cleanup levels and points of compliance you established for the Site meet the substantive requirements of MTCA. a. Cleanup levels. C) Mary&Andomar Harju September 2, 2008 Page 3 The cleanup standard selected for the site was Method A for Unrestricted Land Use & Method B using MTCATPH* direct contact (dermal or ingestion) exposure to a child. * Model Toxic Control Act Total Petroleum Hydrocarbons (MTCATPH) b. Points of compliance. The Standard Point of Compliance has been established throughout the site as detailed and shown in enclosure A 3. Selection of cleanup action. Ecology has determined the cleanup action you selected for the Site meets the substantive requirements of MTCA. The cleanup selected for the site was mass excavation to the limits of the tph-g which exceed MTCA Method A, then utilize MTCATPH worksheet (Method B) for one sample which was in close proximity to the property structure foundation. 4. Cleanup. Ecology has determined the cleanup you performed meets the cleanup standards estab- lished for the Site. Listing of the Site Based on this opinion, Ecology will remove the Site from our Confirmed and Suspected Contaminated Sites List. Limitations of the Opinion 1. Opinion does not settle liability with the state. Liable persons are strictly liable,jointly and severally, for all remedial action costs and for all natural resource damages resulting from the release or releases of hazardous substances at the Site. This opinion does'not: • Resolve or alter a person's liability to the state. o Protect liable persons from contribution claims by third parties. To settle liability with the state and obtain protection from contribution claims, a person must enter into a consent decree with Ecology under RCW 7n loin nan(a\ Mary& Andomar Harju September 2, 2008 Page 4 2. Opinion does not constitute a determination of substantial equivalence. To recover remedial action costs from other liable persons under MTCA, one must demonstrate that the action is the substantial equivalent of an Ecology-conducted or Ecology-supervised action. This opinion does not determine whether the action you performed is substantially equivalent. Courts make that determination. See RCW 70.105D.080 and WAC 173-340-545. 3. State is immune from liability. The state, Ecology, and its officers and employees are immune from all liability, and no cause of action of any nature may arise from any act or omission in providing this opinion. See RCW 70.105D.030(1)(i). Termination of Agreement • Thank you for cleaning up the Site under the Voluntary Cleanup Program(VCP). This opinion terminates the VCP Agreement governing this project(#NW1958). For more information about the VCP and the cleanup process, please visit our web site: www. ecy.wa.gov/programs/tcp/vcp/vcpmain.htm. If you have any questions about this opinion or the termination of the Agreement,please contact me at 425.649.44.46. Sincerely, Dale Myers Ecology VCP Site Manager NWRO Toxics Cleanup Program dm/kp Enclosures (1): A—Description and Diagram of the Site cc: Thomas Davis Whatcom Environmental Services PO Box 2715 Bellingham, WA 98227 Delores Mitchell VCP Financial Manager Enclosure A Description and Diagram of the Site The site is located at 2101 Commercial Ave in Anacortes. The site is located in an area zoned as Commercial. The property has been used as a hair salon since the mid 1980s.A Standard Oil/Chevron gasoline station occupied the property in the 1950s& 1960s. Gasoline range petroleum hydrocarbons(tph-g)were found to have impacted soils. Groundwater was not encountered during excavation and remedial activities. Groundwater was determined to not be impacted. The Property includes all or part of tax parcel# P60418 that were affected by the Site and addressed by the cleanup. The site does not extend beyond tax parcel# P60418. gezavier> to .1 If frofr McCool Construction Company P.O.Box 941 Anacortes, WA.98221 360 299-8844 Lic.#MCCOOCCOO2B5 DATE: October 11, 2018 SUBMITTED TO: City of Anacortes PO Box 547 Anacortes, WA. 98221 JOBSITE ADDRESS: 2101 Commercial Ave. Anacortes, WA. 98221 We hereby submit Lump Sum Bid for: Remove and replace Curb, gutter and 5' sidewalk. 1. SCOPE OF WORK—McCool Construction Company, ("Contractor") agrees to perform the following work for the Bid Price. Changes or Additional work will be billed pursuant to paragraph 4. 1.0 Contractor to provide all labor and materials to remove and replace 16 Lineal Feet City curb, gutter and 5'sidewalk adjacent to Matt's Sandwich Shop Project with City permit# BLD-2018-0395 2. PRICE AND PAYMENTS—Owner agrees to pay Bid Price plus Washington State sales tax(8.5%) (if applicable) for all labor, materials and subcontractor costs per following terms: Total Cost due upon completion. Bid Price $ 2,400.00 Sales Tax(8.5%) $ 204.00 Total Cost $ 2,604.00 1 3. OTHER PROVISIONS 3.01 -All work will be completed in a workmanlike manner according to standard practices. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry course-of-construction fire and hazard insurance. Our workers are fully covered by Workmen's Compensation Insurance. 4. CHANGES AND EXTRAS 4.01 —All extra work requested by the Owner or extra work required to repair existing hidden damage or conditions, will be completed on a time and materials basis. Labor will be charged at Seventy-five dollars($ 75.00)per hour. This proposal may be withdrawn if not accepted within ten days. Authorized Signature C- erome McCool McCool Construction Company ACCEPTANCE OF PROPOSAL: The above specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined. Signature Date 2 5. REGISTRATION AND BOND INFORMATION: NOTICE TO CUSTOMER This contractor is registered with the State of Washington,Registration No. MCCOOCCOO2B5 as a general contractor and has posted with the State a bond of$ 12,000 for the purpose of satisfying claims against the contractor for negligent or improper work or breach of contract in the conduct of the contractor's business. The expiration date of the contractor's registration is January 21, 2020. THIS BOND MAY NOT BE SUFFICIENT TO COVER A CLAIM WHICH MIGHT ARISE FROM THE WORK DONE UNDER YOUR CONTRACT This bond or deposit is not for your exclusive use because it covers all work performed by this contractor. The bond is intended to pay valid claims up to $12,000 that you and other customers, suppliers, subcontractors, or taxing authorities may have. FOR GREATER PROTECTION YOU MAY WITHOLD A PERCENTAGE OF YOUR CONTRACT You may withhold a contractually defined percentage of your construction contract as retainage for a stated period of time to provide protection to you and help insure that your project will be completed as required by your contract. YOUR PROPERTY MAY BE LIENED. If any supplier of materials used in your construction project or any employee of the contractor or subcontractor is not paid by the contractor or subcontractor on your job,your property may be liened to force payment and you could pay twice for the same work. FOR ADDITIONAL PROTECTION,YOU MAY REQUEST THE CONTRACTOR TO PROVIDE YOU WITH ORIGINAL"LIEN RELEASE"DOCUMENTS FROM EACH SUPPLIER OR SUBCONTRACTOR ON YOUR PROJECT. The contractor is required to provide you with further information about lien release documents if you request it. General information is also available from the Department of Labor and Industries 3 CONSTRUCTION LIENS: WHAT YOU SHOULD KNOW ABOUT CONTRACTS Washington State law requires contractors and lending institutions to give you this notice if your contract price exceeds$ 1,000.00 (RCW 18.27.114(2)and RCW 60.04.255). This notice explains the basics of the construction lien laws to help you protect yourself. This notice is not a reflection upon the abilities or credit of your contractor. If you are dealing with a lending institution, ask your loan officer what procedure the institution follows to verify that the subcontractors and material suppliers are being paid when mortgaging money is paid to your contractor. Request lender supervision when dealing with a lending institution that provides interim or construction financing. See RCW 64.04.221 et seq. You may ask the contractor to disclose all potential lien claimants as a condition of payment. You or you lender can,instead of making progress payments to your Contractor make numerous jointly payable checks to the contractor and the various subcontractors and suppliers as work progresses. There may be an additional cost from your lender for this service. For an additional cost,you may request your contractor to post a performance bond. This will give you recourse in the event the contractor fails to complete the building agreement. This will increase the price of the construction project. If you enter into a contract to buy a newly built home,you many not receive a notice of lien based on a claim by a contractor or material handler. Be aware that a lien may be claimed even though you have not received a notice. You may want to ask your contractor or title insurance company about an ALTA title insurance policy based upon the receipt of lien waivers. When in doubt, or if you need more details, consult your attorney. Acknowledgement of Receipt of Notice to Customer and Construction Lien Information. Owner Date: Contractor's Representative: - — Date: /®/j /f This notice was approved by the State Attorney General's office and the State Department of Labor and Industries, Building and Construction Safety Inspection Services Division, for reproduction by lending institutions and contractors for distribution to their clients in meeting the information material required by RCW 60.04.250 and RCW 18.27.11(2) 4 ENGINEERING Job Z ts -t_. Ott'" Q ' STEVEN LANGE, P.M. Title Gilt-1 / P.O.BOX 547 Calculated by STEVEN LANGE DATE fib.l"7• " EO ANACORTES,WA 98221 GJ Cell:(360)661.3468 L"O'�� E-mail:stevel@cityofanacortes.org Checked by DATE _- FAX(360)293-1938 Sheet 7 of SCALE `� 1 b rrert 'I tit 0t :Colic' f T � 9 S(''P : 1A111V..:S) dc�, 19 -14.: -� ,lbam• . .;. . y-).. 1a I ENGINEERING Job 2l0` 't4 STEVEN LANGE, P.M. Title ..,1'I"-1 /C J P.O. BOX 547 'J;' ANACORTES,WA 98221 Calculated by STEVEN LANGE DATE 10,11 k 1 S Ow Cell:(360)661.3468 Checked by DATE E-mail:stevel@cityofanacortes.org FAX(360)293-1938 Sheet of SCALE .1,..1,T,5. 11oL ® {_q of The E,sr rip,,-: 14€ T ` c.t.F"EU="'Ic S?: ° L. 1 �t�t'n oV iS ' :'.' 10 t54,E ,L, . Uzi t..use_ -f'a06. , 6.15L.10 , II(9' x _1 .S. -,c = 514A-1.. crt l6x5 .:S.' .' ley Ad4§-4..r 5... f .‘ 1 t t� X 7 . 1• :. . iolt,i,o• 3.08 1E\ : x k 12„`-- 41( G), 1et� , t X. 1 toy 7( d 2- F . 10) 4A-1 �C \,` � 5 01,5.`T..T .15. . ��y o ENGINEERING Job 2lc> retims 'e-AC*L STEVEN LANGE, P.M. Title r"l i /' eST'I•vtnr� P.O.BOX 547 x' ANACORTES,WA 98221 Calculated by STEVEN LANGE _ DATE Ib$fl,1 . '"" 'W Cell: (360)661.3468 'bOO E-mail:stevel@cityofanacortes.org Checked by DATE FAX(360)293-1938 Sheet `J ___ of SCALE Iv lr.5. 5 fly • t � 65 .. ' #1874� L INV.5.6 T T 1 0 1 N T T _ 21ST ST. T LOCATION OF T O(`J CATCH BASIN TBD }.9 30'MAX W DTH---B' COMMERCIAL.1CCEss I IN .0.9' s \\ INV.1.6' ""-:5--- � 1 5'SIDEWALK - DRIVEWAY ENTRANCE ' ' �y #629 1 \\ 35 /�/ 85 PSI 1 1 \ V.1.3' I ' STAMPE STAMPE�I /,'.•' RAMP TO BE STAMPEDJ/ --� - U 5 4 3 2 1 1I IREPLACED BYHifyi I I _.._.._ _.._.. II I ;••-R .._.._.._._.._,my ,_.,i.._.._._„R�Iy.._._.._.._.._._�}h`.._.._.._..�. ,-,_,_,_'_' ' '-" OTHERS 1 _ h jQ u 1 8 7 \ = 1 LL, I Lu 1101 <y� z _ _ I to NO STORM AS-BUILT 4U J to I / 4 � W ii 6 i4 a CC ` I 7 `1' � '> i Q ' I I # S"y * 1- I & O I � I I � gei �, � J 1 `� z EXISTIN• DF IV IAY TO BE II i \�rdJVT O ..\ Y REMOVE AND:R PLACED B THE Cj a INSTALL / ADJACtIT LAND LSE TO ME w wo 0 CURRENT R QUII4 MENTS FOR I z ����So ` 10 11 > ACCESS.1 I I II_ G � a / ` � r IJ IW 0 I I w C7 ! NNTALL 0W < 1.5'1R;j k �DWD r r �' -' -' -' -' ' 1> EX.>PAVEI5 PUBLIC ALLEY WAY(FIdTURE'POCKtT PAFr G6 >SS ii 2114B Ii II . �ti PRO QSA_: ___ I f. REM VE EXISTING DRIVEWAY ACCES.5 I AND REPLACE WITH TRAFFIC CURB AND 1 ui i GUTTER AND 5-FOOT WIDE SIDEWALK Q N Ir--1 0 NW NE Q i -t I- E U I ` �� L 1 _ S E CC 1 2 1 Z 1 I ' 11 C SCALE: 1" = 30' U 1 12 13 . I LEGEND: I I I = PROPOSED EXCAVATION I 2119 AREA I SCALE: 1" = 30' G�TY o ADDRESS: 2101 COMMERCIAL AVE. DRAWN BY: S.R.L Apii: FILE: — ". CITY\DEVELOPER AGREEMENT CITY-DEV AGREEMENT MAP.DWG ��,t� EFFECTIVE DATE: N/A v ' L