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Permit File 3318 W2nd Street
,z Y o CITY OF ANACORTES WASHINGTON ec BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY • This is to certify that the (Description of Building or Structure): Single Family Residence • a:" Located At: 331E WEst 2nd Street •f STREET&N.'MBEP Owner: Wayne Hnseby Constructed By: OWNER OFI CONTRACTOR i Bldg.Permit#: BLD-2004-9974 LT November 15, 2004 Date Issued: Occ. Group: 1"t Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. x= ; j : Sth March 05 This Day of 20 7 tiiti AUTHOaZFW OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. :�Z,°S Y 0 City of Anacortes Permit#: BLD-2004-9974 . 904 6th Street Issue date: 11/15/2004 .* �'"'lI! '" P.O.Box 547 t : Expire date: 11/15/2005 ;' tQ.. Anacortes, WA 98221-0547 �-ck ' w ' `l (360) 293-1901 • Job Address: 3318 WEST 2ND Permit Ty pe: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New Single Family Residnce Owner: MR&MRS WAYNE HUSEBY Contractor: .f Address: 170 141 ST PL NE Address: BELLEVUE WA 98007 Phone: Phone: License#: General Information: Fees: Basement Square Footage 933 Plan Review Deposit 100.00 Lot Area 7900 Building Permit Fee 1,015.50 1st Floor Square Footage 2536 Plan Review Fee 560.08 Garage Square Footage 1019 Mechanical Permit Fees 114.65 Deck Square Footage 405 Plumbing Permit Fee 174.00 Building Valuation 332098 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 3 Storm Drain GFC-Residential 1,126.00 #of Clothes Dryers 1 Sewer GFC-Residential 4,682.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 1 Total Calculated: 9,341.73 #of Gas Piping 1 Deposits/Receipts: 0.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 9,341.73 I #of Hose Bibbs 6 #of Kitchen Sinks 1 #of Lavatories 5 #of Range Hoods 1 #of Showers 1 #of Ventilation Fans 4 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATEO��gqR��'�LOO""CAL LA�WREGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. A�qp// ^ SIGNATUR OF OWNER OR AUTHORIZE ENT ISSUED BY I I 1427904-1 0001 10/05.2004 002 4 Pcrr,it Fees 000606. $107.63 ;G1'E Y. Q City of Anacortes Permit#: BLD-2004-0065 ' 904 6th Street Issue date: 10/05/2004 P.O.Box 547 Expire date: 10I05I2005 Anacortes, WA 98221-0547 Job Address: 3318 WEST 2ND Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new foundation for new single family residence. I Owner: WAYNE HUSEBY Contractor: SEATTLE PACIFIC HOMES Address: 170 141 ST PL NE Address: PO BOX 123 BELLEVUE WA 98007 MARYSVILLE WA 98270 Phone: (206)595-4351 Phone: (360)657-4144 License#: seattph005b1s General Information: Fees: Building Valuation 6500 Plan Review Fee 40.63 State Building Code Fee 4.50 Building Permit Fee 62.50 Total Calculated: 107.63 Deposits/Receipts: 0.00 Total Due: 107.63 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. !, SIGNATURE OF NER OR A.UTH RIZED A T ISSUED BY 10/06/2004 11:00 FAX 3608481072 COWIERCIALFIRE O003 FLOW TEST INFORMATION SHEET 1. Reason for Test: Bid Information 0 Design Base A. L� ` Other • vysyus fKKhlnfl.UC\ 2. Location of property V.I. snJn AA1ACCD WA e fik IT (SAMS) lay) IOW memo 3. Date &Time of Test: Date: in S/04 Time:P�-930,, 0 (pm) 4. Test Conducted by- ER Fi(6Mn)Name COMM62.C(AL FIRE. POWC-Da/, AIMAtIm 5. Test Witnessed by: n.n. rulo Mew 6. Source of Water Supply: Gravity 21 Pump 0 Other 7. Name of Water District Al w 9TLrS Fire District ANACCCR:FAS j 8. Is water supply provided with PRV STA's Yes 0 No I (If so what Is PRV outlet setting? PSIG 9. Area Map:(Draw Sketch showing property location:bounding streets and names.north arrow,hydrant locations and identilcalon numbers,distances from hydrants to property elevations of hydrants and property ifloors or grade,all water mains end sizes and Interconnection valves,etc.) ;_ • Mk NVD4_N/5 — 10. Flow Test Data PLOW AT STATIC At STATIC RESIDUAL FLOW OUTLET ADJUSTED NYOR.N0. HYDR NO. PSIG PSIS GPM COEFFICIENT GPM 1-//5 1//5 /20 38 /S>9 . t j • j 11. See reverse side for graph / /// 12. Signed C -��- I( il‘" f\1\ 7,\r\.\ Witness • / Pun w+w LMMai rn Swam s 4b4ogM1 IN GuYl aoem s DuIY+SW✓S lM SY10 DYWlr1111O0d14tlz. +'MatU .ry5420 a - PMeNe Oslo end CM. Cod.0IN Randd Coil.0.90 mai*Amu Received Time Oct. 6. 10:54AM WATER FLOW TEST s VMMARY SHEET Hydrant Outlet l.D. Pilot Press.—Flow Residual Date: ,oM/04 Time: 6.30AM Cont.. No. Q I No. inches 1'sl gran hat W yis 1 ?HM 'Aft &O I51A 3R WAVI.I Cont. Name: F IAI -"+P y la 0 2 Address: 3315 W_ 2.wD `" Total Flow tattc Press:.120 psi FIo'ej,Q" 20 psi , 67( clnni o C_ �.7w1 , lnt inr-1tfi n11 ,tt,kt 111 I 1 r i tnl I { lt ' iiii 111111111111111111111m11PMMT11 flit nrl' -s V co 110 / _ 0 3 J � a — 105 - A •'Lf. . - c a b O IM j _ £YI.ICSMIISI — W ls.*. s>ec.u.ow.IMe -_ --- 95= 1 - a, 90 - - 1= b - . 85- _ I o 80 - - - ' ..i. - 74 " _ _ mi C^65 _ I _ 'i 0. i� 60 • . _ 55., . . . r - 5J .� - - ^— 45: 40 1519 GPM it 3g'25 35 . — 20 5 Scale: 10 _ i 0 =1 1.1)111.111L1111 1111,1111 1111 41111,. 1111 1111 111 L111111all 1'1111111.j)J..1lInt/P11111t)11111U1 1111 N l.et 5ea1e A 100 100' 300 400 500 COO 100 800 900 1000 Seale B 200 400 600 h00 1000 1200 1400 1600 1600 200D Scale C 400 800 1200 1600 2300 2400 2800 3200 3600 4000 _ • _, AMERICA+FIRE SPNNKtER♦RSP-IATIoN INC Work Order Specifications For Fire Hydrant Addition On West 2nd Street, Anacortes, WA Background The available flow rate from the nearest fire hydrant(#415) serving the new building site located at 3318 West 2"d Street in Anacortes, WA is 1,519 GPM according to measurements made by an independent testing agency on 10/5/04. According to the City of Anacortes and IFC specifications(Table B105.1), the minimum flow rate for a Type VB construction is 1,750 GPM. The optimum solution recommended by the testing agency is to install an additional fire hydrant directly across from the new building site at 3318 West 2"d Street. With the available water pressure and supply along West 2"d Street, the aggregate flow rate is projected to be well over the 1,750 GPM minimums by the testing agency. These specifications are prepared for the purpose of seeking bids for the complete installation of the additional fire hydrant on West 2"d Street. Synopsis of Work Install a fully functional fire hydrant acceptable to the City of Anacortes and the City Fire Marshall along the south side of West 2"d Street directly across from the new building site at 3318 West 2"d Street. The Contractor shall procure all necessary permits, equipment, and materials necessary to complete the work. The contractor would be expected to comply with all applicable City and/or State regulations and codes associated with this type of work, including construction methods, safety, etc. Some of the more pertinent documents are attached for reference; however, these are not intended to be a complete list of applicable documents. General All work must be done in accordance with City of Anacortes rules, regulations, and design specifications. Pertinent sections of these documents are attached for reference but may not be all inclusive. In areas where the City is not specific, the work shall be done in accordance with guidelines set forth by the appropriate regulating agencies, e.g. WSDOT. MI work shall be performed in a safe manner and of high quality. The Contractor is to be licensed and bonded as required to perform work for the City of Anacortes. Inclusions/Exclusions The Contractor is to install a completely functional fire hydrant per City of Anacortes specifications as a"turn-key" project. This would include obtaining all necessary permits, restoration of streets and infrastructure per City requirements, and providing the City with As-Built information as required by the Public Works Department. The Contractor is not responsible for any flow certification testing beyond that which may be required by the City of Anacortes as part of the installation. Timelines TBD Attachments City of Anacortes—General Notes City of Anacortes—Waterline Construction and Installation Notes City of Anacortes—Concrete Construction Notes City of Anacortes—Asphalt Construction Notes City of Anacortes—Erosion Control Notes City of Anacortes—Development Contact Information /'' 1 \ \ // ae 14 i. �.... 56-P51 / /� e9° dor e'er` t 3207 3:ZI2 �/. d39i 211 ^.y� / 64 . Ifi 4 3320 a / s"a9 ,o e so. 00 ° 3402 ii r r �f \ }�08, st3 � s= b 1204 516s /+ � m +ate 3313 \6 55 \ / V p` . 30 0 N.L 321U 3420 — 0' , 6 u-tax 4Iael. 55 51 :. y 3216 i / ' ` a y t 1215 V 3320 1212 a\\� \. 10 ' V I../-w - �' -051366 / 1� �51]9] mm ,� ' �-�'I g 'w^w � F sNT wJI513fiJtllik °i«.180.]r c m V?"' �� 3308 1A..... / /� 3: 341�0/ ' Air* . �r3213 t �zasa tTr:, i,.,4" s¢mm xoNn. Bag \ , �� 'AID - ' 3310 fie. an' \sea a v. i 0 �� i�iZ C�'m Nn \ :CI lj0g -`D • SISfiB \ 3217 �I l+ -d266e m P. \ O .5 /i 120 s \\ 30 $In.. e 6`x. - . _ ° -. 3402 •x� i �,ss ii3— + Bs a m / \(�,�- 3307 1302 ,1 \ 3412��. ° / �� 3315 3309 \\ �Vls % \ 3418 3319 `\ \ e " 32 02 s,n�\qL 3s 3401 \ \ \ \ 322% i / s394/ v x , oxl o.In4s \� \�'/ �p1P �) 3407 35 u-t,4 ,W` li)01 P$I \ s, 1 v fi 5] N 1 3409 ut-1rz \ 3302 61 / 3 3415 \ 3306 /KS \, i n9 3419 \ 3312 I j o . k`_ p,.5 ,° 3314 \ ss\ slnz 3501 \ / 3320 �217 n \ '\ ��1 1 / / 3322 / , i \ 3221 N yy 3303 \ • (/ 3402 , 4,/ 3 \ \ \ 3406 / 307 i t 9A4o i --- 3311. \/ '',, __,---.. CITY OF ANACORTES GENERAL NOTES: The standard plan notes must be included on all plans. At the applicant's discretion, notes which in no way apply to the project may be omitted; however, the remaining notes must not be renumbered. For example, if General note C were omitted, the remaining notes should be numbered A, B, D, E, F, etc. 1. PERMITS, LICENSES AND FEES: A. Status of Permits (Right of Way, NPDES, Clear, Fill and Grade). Provide receipt. B. City of Anacortes Business License required of all contractors. Provide receipt. C. Status of fees (Engineering and Development Services Fees). Provide receipt. 2. WORK HOURS: A. City of Anacortes Ordinance allows work from 7:00 A.M. to 10:00 P.M, seven days a week (COA Ord. #2316). Someone in charge to on site at all times when work is in progress. If work is done on weekends, please inform the Project Manager so the City of Anacortes can have an Inspector on site. Contractor will be billed for City of Anacortes Overtime. 3. WEEKLY MEETINGS: Need to schedule. 4. CALL 48-HOURS BEFORE THE FOLLOWING: For Inspection contact 360.293.1920. A. Prior to work start-up B. Prior to any utility construction in the right of way. C. Prior to pouring cast-in-place concrete structures. D. Prior to placing any crushed rock on roadway sub grade. E. Prior to placing curb, gutters and sidewalks. F. Prior to asphalt paving. 5. MATERIALS AND WORKMANSHIP: A. All materials used, must meet WSDOT (To include the Quality Products List), APWA and City of Anacortes specifications. B. All material that does not meet the above specifications must be removed as directed by the Project Inspector. C. SUBGRADE COMPACTION TESTS: Will be done before any C.S.B.0 is put in place, all trenches will be tested for compaction. The Material Testing Lab needs 24-HOUR NOTICE. Use the testing protocol provided by the City. Items to be compaction tested will include the pipe bedding (Section 7-08.3(1)C), Backfill (Section 7-08.3(3) and sub grade for surfacing (Section 2-06.3(2)) and asphalt (Section 5-04.3(10)B). D. INSPECTION: All aspects of this project will be inspected including piping, backfill, sub grade, concrete and asphalt, as well as forms, curb, gutter and sidewalk. If a portion gets backfilled before inspection, the contractor will dig up that portion for inspection. 24-HOUR NOTICE REQUIRED. Know the schedule and let the City know. E. TESTING PROTOCOL: Prior to construction, a proctor and sieve analysis shall be submitted, reviewed and approved by the City of Anacortes on all material used in the Right-of-Way. See the City of Anacortes Testing Schedule. F. All compaction test shall be approved by the City of Anacortes Engineer and Project Manager prior to placing of crushed surfacing, asphalt, curb, gutter, sidewalk (Including trench restoration when test may be required in each lift. 1 CITY OF ANACORTES GENERAL NOTES: G. City of Anacortes may require additional tests on sub grade, trenches, concrete, or asphalt. The costs of testing shall be paid for as indicated in the contract documents. 6. TRAFFIC CONTROL AND PUBLIC SAFETY: A. FLAGGING: All flaggers must have Flagging Certificates and must have attended a flagging course or an off duty police officer is required. The job will be shut down if any uncertified people are flagging. A stop work order will be given and work will not proceed until a certified person is flagging. B. SIGNAGE: All signage must be per the Manual Uniform Traffic Devises. Before job is to begin, proper signage will be in place with flaggers in place if needed. Extra signage may be needed. Be ready to rent signs if needed. C. TRAFFIC CONTROL PLAN: Needs to be submitted and approved by the Assistant City Engineer prior to Construction start. Traffic Control plan shall include the location of signage, flaggers, work zone, safe zone, and traffic flow and needed dimensions. No Detours Allowed without approval from the Assistant City Engineer. D. FOR STREET CLOSURE: Call 911. E. CONSTRUCTION SAFETY: is the responsibility of the contractor. 7. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: A. All materials must be from WSDOT pre-qualified pits. Documentation must be provided to the City of Anacortes Project Manager. B. Embankment and sub grade must be compacted to 95% of maximum density. C. Proper moisture must be maintained throughout placing and compacting. D. Compaction testing to be performed by an independent lab. Use a "Modified Proctor". 8. TRENCHES IN DEVELOPED RIGHT-OF-WAY: See City of Anacortes Standard Construction Details and Section 7 of the 2002 Plans and Specifications for Road, Bridge and Municipal Construction. A. Pipe zone shall be compacted to 90% of maximum density. B. Trench zone shall be compacted to 95% of maximum density in 12-inch lifts. c. Crushed Surfacing shall be compacted to 95% of maximum density. No recycled material allowed. 9. DRAINAGE SYSTEM CONSTRUCTION: A. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the facility is to function as an infiltration system, the temporary facility must be graded so that the bottom and sides are at least three (3) feet above the final grade of the permanent facility. B. Overflows, spillways, gravel filter windows, must be constructed per plans and specifications. No Deviations. As-built for verification required. C. Quarry rock must be sound "hard" durable rock. No recycled material. D. Grass lined swale shall be constructed per the details provided. No Deviation allowed. All swales must be operational before acceptance. E. Catch Basins must be set to line grade using no more than two (2) adjustment bricks. 2 CITY OF ANACORTES GENERAL NOTES: F. Minimum 1-foot separation between pipes in Type II Catch Basins. 10.RESTORATION OF RIGHT-OF-WAY: A. Contractor must leave the right-of-way, equal to existing or better condition B. Place compacted topsoil (Section 9-14.1(1), (2) and (3)) and seed all areas disturbed by excavation. (Section 9-14.2). C. All drainage systems must be fully cleaned, restored and operational before final acceptance. (Section 7-07.3). 11. FINAL INSPECTION AND ACCEPTANCE: See Section 1-05.11 and Section 1- 08.5) A. When Contractor has completed the majority of the work, the contractor will notify the Project Manager and Inspector 48-hours in advance for a walk through of the project. B. The Project Manager, Engineer of Record, Inspector and Contractor will walk the project and create a punch list. The Contractor will complete the punch list and check off each item, then return it to the Inspector for reinspection. The Inspector will verify that items on walk through are completed. C. The City will not make the final inspection until the physical work required by the contract, including final cleanup and all work ordered by the Project Manager, has been completed. (Section 1-05.11) D. Final approval of the project will not be granted until "as built" drawings (both digital and hard copy) have been received and approved by the Project Manager. E. The Contractor must furnish all documentation required by law, to allow the City of Anacortes to process final acceptance of the contract. 12. MISCELLANEOUS: A. AS-BUILTS: The Developer will supply to the City, one hard copy and one electronic file (AutoCAD Version 2002) of as-built drawings to include all City utilities. The as-built drawings will be submitted to the Project Manager at substantial completion and pnor to the issuance of final project approval. B. UTILITY LOCATES NUMBER: 1.800.424.5555. Required before starting any groundwork. C. THE DEVELOPER WILL INFORM THE CITY PROJECT MANAGER THE NAME AND CONTACT NUMBERS OF THE CONTRACTOR AND ALL SUB- CONTRACTORS. D. BUSINESS LICENSE: Provide verification of current City of Anacortes license. 3 CITY OF ANACORTES Waterline Construction and Installation Notes : DRAFT COPY The standard plan notes must be included on all plans. At the applicant's discretion, notes which in no way apply to the project may be omitted; however, the remaining notes must not be renumbered. For example, if General note C were omitted, the remaining notes should be numbered A, B, D, E, F, etc. A. No connection to the existing mains will be allowed except by means of an approved backflow prevention device prior to satisfactory flushing, testing, disinfections and receipt of satisfactory bacteriological test results. B. Hot taps on existing mains will be made by Superior Tapping Inc. at (1.888.859.9221) or by Spears Taps, Inc. at (425.485.4764). C. Pipeline materials and installation are to conform to the latest revision of the following standards: - Ductile Iron Pipe design (AWWA C150/A21.50) - Ductile Iron Pipe manufacturing process (AWWA C151/A21.51) - Cement Mortar Lining (AWWA C104/A21.4) - Polyethylene Encasement (AWWA C105/A21.5) - Ductile Iron Pipe joints (AWWA C111/A21.11) - Ductile Iron Resilient Wedge Gate Valves (AWWA C515) - Dry Barrel Fire Hydrants (AWWA C502) - Ductile Iron fittings (AWWA C153/A21.53 and C110/A21.10) - Disinfections (AWWA C651) - Ductile Iron Pipe installation (AWWA C600) D. Ductile Iron Pipe to be Thickness Class 50 or Pressure Class 350. E. All Ductile Iron Pipe shall be poly wrapped in accordance with the manufacturer's guidelines. Poly wrap shall be 8 mil minimum thickness and taped at the seams. F. Fire Hydrants are to be Mueller Model Super Centurion only. G. Fire Hydrants shall be set plumb to the finished grade with the pumper port facing the street. H. Fire Hydrants shall have a Red Head brand or equivalent with 5" Stortz Rigid Female Adapter with cap and cable. I. The water services to the property line from the main line shall be 1-inch minimum copper and shall be installed in accordance with Section 7-15 of the 2002 Standard Specifications for Road, Bridge and Municipal Construction and the City of Anacortes Construction Guidelines. J. Installation of Thrust Blocks shall conform to the City of Anacortes Construction Guideline details, "Thrust Block No. 1" and "Thrust Block No. 2. Soil Bearing strength of 2,000 PSF shall be used unless subsurface conditions indicate a lesser soil strength in the native material. The Contractor shall use plastic sheeting to prevent contact between the concrete and the fittings. Thrust Blocks shall be inspected by the City of Anacortes Engineering Department prior to cover. K. The water main shall have a minimum of 30-inches or a maximum cover of 48- inches unless approved by the City of Anacortes Engineer. 1 CITY OF ANACORTES Waterline Construction and Installation Notes : L. Maintain a minimum 1-foot vertical separation and a 30-inch horizontal separation between the waterline and all other Utilities except which is to be a 10-foot horizontal separation. Waterline trench is not to be shared with other Utilities. The City of Anacortes Engineer must approve waivers to these requirements. M. Trench excavation, bedding and backfill for water mains shall be in accordance with section 7-10 of the 2002 Standard Specifications for Road, Bridge and Municipal Construction and the City of Anacortes Construction Guidelines trench details. N. The City of Anacortes Engineering Department must be notified at least 24-hours prior to commencing construction and for inspection requests. O. Inspections shall include pipe installation, pipe bedding, bagging, thrust blocking, pressure testing and trench backfill. P. TESTING PROTOCOL: Prior to construction, a proctor and sieve analysis shall be submitted, reviewed and approved by the City of Anacortes on all material used in the Right-of-Way. See the City of Anacortes Testing Schedule. Q. The Contractor shall furnish all labor, equipment and material to disinfect, flush and conduct a pressure test of the completed waterline as specified in Sections 7-11.3(11) and 7-11.3(12) of the 2002 Standard Specifications for Road Bridge and Municipal Construction. R. The water line shall be pressurized to 225 PSI with no greater than a 5 PSI pressure drop over a 2-hour period. The City of Anacortes Public Works Inspector, Engineer or designated representative shall witness this test. S. The Contactor shall notify and coordinate with the City of Anacortes Water Department prior to the start of construction and prior to any water shut off or turn on that will affect the water system. Water Department personnel will operate distribution valves. T. Scheduled waterline shut downs: 48-hours notice required. Contact 360.293.1921 for scheduling. U. Emergency waterline shut downs: Contact 360.293.1921. The Water Department will be notified. Also, contact the Public Works Inspector at 360.293.1920 and 360.661.3458. 2 CITY OF ANACORTES CONCRETE CONSTRUCTION NOTES The standard plan notes must be included on all plans. At the applicant's discretion, notes which in no way apply to the project may be omitted; however, the remaining notes must not be renumbered. For example, if General note C were omitted, the remaining notes should be numbered A, B, D, E, F, etc. CONCRETE CONSTRUCTION: See City of Anacortes Standard Construction Details and Section 8-04 and 8-14 of the 2002 Plans and Specification for Road, Bridge and Municipal Construction. A. Call for a forms inspection before placing of concrete. Call 360.293.1920 to schedule. B. No monolithic pours allowed per the City of Anacortes City Engineer. In other words, the sidewalk, curb & gutter, driveways, driveway aprons, wheelchair ramps, etc. are to be individual pours and separated by a fabric expansion joint. C. Protecting the concrete is the responsibility of the contractor. No graffiti, footprints, finishing blemishes or other objectionable marks allowed. If any of this takes place, the section that is damaged will be replaced at the contractor expense. D. Concrete shall be a 5.5 sack mix with a 28-day strength of 3000 psi. Any deviation from this specification shall be in writing 48-hours before concrete is placed. E. Lamp black will be added to tone the color of brand new concrete. 4 lbs of lamp black per cubic yard when using powder or 1 lbs when using liquid. F. Expansion joints will be per the City of Anacortes "Driveway Cut" detail. See the Curb and Gutter notes. The joints in the sidewalk will match the joints in the curb. G. During the first 14-days of curing, the contractor must protect from freezing. CITY OF ANACORTES ASPHALT CONSTRUCTION NOTES: The standard plan notes must be included on all plans. At the applicant's discretion, notes which in no way apply to the project may be omitted; however, the remaining notes must not be renumbered. For example, if General note C were omitted, the remaining notes should be numbered A, B, D, E, F. etc. ASPHALT CONSTRUCTION: See Section 5-05 and Section 9 of the 2002 Plans and Specification for Road, Bridge and Municipal Construction. A. All asphalt to be removed must be saw cut. A jackhammer can be used if a nice even cut is made. Wheel cutting is not an approved method unless approved by the City of Anacortes Engineer in advance. Any deviation from this specification shall be in writing 48-hours before saw cutting takes place. B. Additional asphalt may be required for removal by the City of Anacortes Engineer or Inspector. C. All vertical drop-offs within the traveled way will be backfilled each night. D. Abutting edges and curbs must be thoroughly cleaned E. All asphalt edging will be tacked prior to asphalting. F. All asphalt patches must be a smooth transition. No bumps or high/low spots (Section 5-04.3(13)). Surface smoothness maximum variation in 10-feet parallel to the centerline is 1/8" and transverse 'V4 W. G. Sub grade will be compacted and tested prior to asphalting. H. A minimum of 3-inch class "B" asphalt patch to be compacted to 92% max rice density (Section 5-04.3(10)B). I. All final joints and saw cuts to be sealed (Section 5-05.3(8)13) using a hot poured joint sealant (Section 9-04,2(1). A preferred sealant is AR-4000. J. In areas where asphalt has been removed and CDF is in the trench curing, a steel plate is required for cover while it is curing. Provide asphalt around steel plate to prevent the plate from rattling. The Contractor will be called out at anytime to correct any rattling that provides complaints. K. On Commercial Avenue where local businesses are affected, no asphalting will happen in the lane of travel. Work will proceed before or after business hours. L. On major streets where traffic congestion is a problem, the patch will be protected with a '/4 inch steel plate until sufficiently cooled. CITY OF ANACORTES EROSION CONTROL NOTES The standard plan notes must be included on all plans. At the applicant's discretion, notes which in no way apply to the project may be omitted; however, the remaining notes must not be renumbered. For example, if General note C were omitted, the remaining notes should be numbered A, B, D, E, F, etc. A. A Certified Erosion and Sediment Control Supervisor is required. The ESC Supervisor must have attended and Erosion and Sediment Control class within 3- years from today's date. Must provide certification card. B. The Certified Erosion and Sediment Control Supervisor will oversee and be responsible for all erosion control. The facilities shall be inspected daily and maintained to ensure proper functioning. Written records shall be kept of weekly reviews and after every significant storm event of the ESC facilities during the wet season (October 1 to April 30). Monthly reviews during the dry season (May 1 to September 30). Written records shall be turned into the Project Manager or Inspector on a weekly basis at the weekly scheduled project meetings. C. Shall be in place per the approved set of plans prior to any construction start. D. The erosion control shall be inspected once a day and modified to meet the surrounding conditions as needed. E. Provide a 4x4 foot sign displaying a 24-hour contact number and name of the ESC Supervisor. The letter size shall be a minimum of 2" letters. This shall be in place prior to construction start. Remember, the look of the sign will be a reflection of the Contractor and Developer and Development. F. The storm drain system and existing ditches shall be cleaned daily (Section 7- 07.3). All drainage systems shall be cleaned to the acceptance of the City of i Anacortes prior to acceptance of the project. G. Install the filter fabric between frame and grate on all catch basins on and off-site affected down line of project. The fabric shall be installed over the top of the cover to prevent any unwanted silt to enter the structure. No sediment shall accumulate in the catch basin. H. Install Silt fencing per the City of Anacortes Standard Details in areas shown on plans. I. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained during the duration of the project. Additional measures may be required such as wash pads to ensure that all paved areas are kept clean. No mud is allowed to enter onto City streets. See the City of Anacortes "Construction Entrance" detail. J. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) K. Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one (1) week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project Manager. The Project Manager can require seeding in additional areas in order to protect surface waters, adjacent properties or drainage facilities. L. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine under Chapter 17.66 — Penalties for Violation. Each day is considered a different violation. CITY OF ANACORTES DEVELOPMENT CONTACT INFORMATION: CITY OF ANACORTES: 1. Name, Project Manager Office: 360.293.1920 Cell: Fax: 360.293.1938 E-mail: 2. Name, Assistant City Engineer Office: 360.293.1920 Fax: 360.293.1938 3. Bob Hyde, Public Works Director Office: 360.299.1950 Fax: 360.293.1938 The Project Manager is the key person of contact for the City of Anacortes. Any person other than the Project Manager showing implied Authority on-site should be directed to the Project Manager. If the Project Manager is unavailable due to time-off, sickness or vacation, follow the line of communication. ADDITIONAL CONTACT INFORMATION: 1. City of Anacortes Street Department Mac Jackson, Foreman Office: 360.293.1921 2. City of Anacortes Water Department Adrian Moore, Foreman Office: 360.293.1921 3. Comcast Cable Casey Jones, Construction Cell: 425.508.7335 Fax: 360.527.8302 E-mail: casey jonesAcable.comcast.com 4. Cascade Natural Gas Ric Jennings Office: 360.336.6155 (8-5) After Hours: 1.800.552.0615 Fax: 360.336.2564 E-mail: rienningsna,cngc.com 5. Puget Sound Energy Teresa Loop Cell: 360.941.2066 Fax: 360.647.6518 E-mail: teresa.loop(a pse.com CITY OF ANACORTES DEVELOPMENT CONTACT INFORMATION: 6. PSE/Intolight Sheri Clarke Office: 425.456.2701 Cell: 206.604.3858 Fax: 425.462.3149 E-mail: sheri.Clarke©pse.com 7. Verizon Northwest Joe Larsen, Engineer Office: 360.757.2119 Fax: 360.757.4338 E-mail: joe.Larsen@verizon.net 8. Verizon Northwest Deb Anderson, Inspector Office: 360.675.5865 Cell: 360.929.2698 Fax: 360.679.4482 DEVELOPER: Company name Owner name Office: Cell: Fax: E-mail OWNER REPRESENTATIVE (PROJECT MANAGER): Company name Representative name Office: Fax: Cell: E-mail: ENGINEERING FIRM: Company name Contact name Office: Fax: Cell: E-mail: MATERIAL TESTING COMPANY: Company name Contact name Office: Cell: Fax: E-mail: CITY OF ANACORTES DEVELOPMENT CONTACT INFORMATION: EROSION CONTROL SUPERVISOR: Name Office: (24-hour) Cell: (24-hour) E-mail: 4m T W o -n m 0 �' m y m NO MORE THAN 10' FROM OPERATING NUT TO THE DRIVE SIDE OF CURB o O m oz iv ow A = P ti OPERATING NUT SHALL BE 1 1 j4" PENTAGON. N II m A r- 2.5" PORT WITH N.S.T. ice, j ti. g r r rF 4" PUMPER PORT WITH 6 THREADS/INCH m �" INCH I.D. MEASURED. ._` �_ ��� MEASURING 4.72 INCHES D.D.. (STORZ r.) o o ADAPTER AS LISTED BELOW IN GENERAL o - NOTES #4) Vl _, r'_ 36" FROM 36" FROM ANY OBSTRUCTION ANY OBSTRUCTION CONCRETE o ma: DROP COVER WITH COLLAR c BREAKAWAY 2 INCH MIN. - m ATER ON COVER. 'IrIn / 6 INCH MAX. FINISHED GRADE W °ga%° °$ °°;°°o;e;pu°°°- rAtr- o;oo•e 8�� F^°CAST IRON VALVE °°°°°°°a i o�• CASING COVER. - — o °oaoo°°°°� 9 ° °p° °°°?f ^ if/,, '4 ° °,° SEE TRENCH DETAILS FOR . _ ?°- ' ' CAST IRON VALVE .;. .T � . °'°e °°^° •on of CASING. ,i '�% BACKFILL REQUIREMENTS ,°p•1 - -- TAR PAPER OR PLASTIC BARRIER °°'.% RESIDENT WEDGE A a`• ij2 CU.YO. GRAVEL - "DRAIN OVER DRAIN ROCK �° GATE VALVE ,... UNDERDRAIN- i^:. ROCK. ° : �P}!;g°°e°0;,,o°pK;;ns.-n � DRAIN' . "^° y " 9 °0^°"° °°° a °°°o°o°°�:°°.g.?.?�°.° 1. d5. Tc,,.., "'"°°°°°°°en°no.°�°°°,°o°o°S"° ,. ' •• o .CON C.� 1 DRAIN HOIE.—�'�^'^�; • � 7° :r �' ', EPDXY COATED ';, • MEGA LUG OR GRIP RING ° THRUST O SHOE (INSIDE I'.°•t:. rn AND OUTSIDE). ,� ,: ,�, ::'i1�.,r DRAIN > D CONC. THRUST --T �'' ' " $ EDDING V - v'„ q;a: ROCK I BLOCKING. -- � SAND B (SEE NOTE I) —UNDISTURBED EARTH----► Fr) o UNDISTURBED EARTH—Mr " 0 CO PI --I -< FIRE HYDRANT NOTES: D © 1. A THRUST BLOCK SHALL BE PLACE() Al THE RACK OF THE HYDRANT SHOE FROM THE DITCH BOTTOM TO A POINT 3/4 OF THE WAY UP r 73 THE BACK OF THE SHOE AND "V" SHAPED TO SOLID GROUND AND SHALL BE A MINIMUM OF 2'-0" WIDE AT THIS POINT AND SHALL NOT OBSTRUCT BOLTS OR DRAIN HOLES ON THE SHOE. ALL BOLTS BELOW GRADE SHALL BE CHECKED FOR TIGHTNESS BEFORE BACKFILLING. Z 2. THE FOLLOWING HYDRANTS HAVE BEEN ACCEPTED AS A STANDARD BY TI IE CITY OF ANACORTES: MUELLER (SUPER CENTURION 200), 3. HYDRANTS SHALL BE SET PLUMB TO THE FINISHED GRADE WITH THE PUMPER PORT FACING THE STREET. 4. RED HEAD BRAND OR EQUIVALENT WITH 5" STORZ RIGID FEMALE ADAPTER WITH CAP AND CABLE. 5. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN 8 MIL POLY BAGGING. 1 SAFE BEARING LOAD c B 1 THRUST BLOCK — TABLE Q ,, , MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET II PIPE PRESSURE A B I C . D E X SIZE: PSI: II (1a06s_ Mill 200 2/(1) 1/NONEJ/N(NE NONE NONE 4" 300 3/(2) 2/(21 2/(1) 1/(1) NONE NONE 200 4/(3) 3/(2) 3/(1) 1/(1)(/NONE 6" 300 I! 6/(4) 4/(3) 3/(2) 2/(1) I/NONE NONE $., 209 7/(5) 5/(3) 4/(3) 2/(2) 1/(I) 3/(2) 300 11/03) .5./(5) 5/(4) 3/(2) 2/(1) TEE 200 11/(5) 3/(6) 6/(4)"3/(2) 2/(1) , 90° BEND 10" 275 16/(11)11/(7) 9/(5) 5/(3) 3/(2) /(s) 12" 200 16/(11)11/(8) 9/(6) 5/(3).3/(2) W(4) G 250 24/(16:9/(11)I3/(9) 7/(5) 4/(3) • i, 200 22/(I3r6/(11 12/(8) 6/(4) 3/(2) 7/(6) 14" 250 33/(22E23/(16 18/(12'97(6) 5/(3) - 16" 200 29/(19T2t/(1Q16/(1 I,5/(6) 5/(3) 10j(7) 225 23/(16,23/(16)17/(12, 9/(6) 5/(3) B 16" 200 36/(2'}6/317)20/(13)10/(7) 5/(4) 13/(9) 20" 200 45/(29)32J(29¢4/(16;13/(8)7/(4) 16/(11) CAP _ 45° BEND 24" 200 64/(43)16/(39)85/(23)16/(12)9/(6) 23/(16) 2 — 3/4" CIA. RODS FOR 10" SIZE h SMALLER D \ I2 - 1" DIA RODS LARGER THAN 10" SIZE T. r E I 22 1/2° BEND 11 1/4° BEND s ` s 0. 1.L XI— 22 -1X THRUST BLOCK NOTES: GATE VALVE 1. SQUARE FEET OF CONCRETE THRUSTS — BLOCK AREA SAFE BEARING LOADS rN LB./SQ.FT. THE BASED ON SAFE BEARING LOAD OF 2000/(3000) SAFE BEARING LOADS GIVEN IN THE POUNDS PER SQUARE FOOT. FOLLOVANG TABLE ARE FOR HORIZONTAL 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, THRUSTS WHEN THE DEPTH OF COVER PRESSURES AND SOIL CONDITIONS. OVER THE PIPE EXCEEDS 2 FEET. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE SAFE BEARING LOAD MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. SOIL LB. PER SO. FT. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL 'MUCK, PEAT, ETC. D BE CLEAR OF JOINTS TO PERMIT TAKING UP DR DIS— SOFT CLAY 1.000 MANTLING JOINT. SAND 3,000 SAND AND GRAVEL 3,000 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO SAND AND GRAVEL WITHSTAND FULL TEST PRESSURE AS WELL AS TO CON— CEMENTED WITH CLAY 4.000 TINUOUSLY WITHSTAND OPERATING PRESSURE UNDER HARD SHALE 10,000 ALL CONDITIONS OF SERVICE. "IN MUCK OR PEAT, ALL THRUSTS SHALL 6. ADDITIONAL BLOCKING MUST BE PROVDED IF GATE VALVE IS BE RESTRAINED BY PILES OR TIE RODS AT END OF LINE DURING TESTING TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK OF PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. • 11 oR- DETAIL: W-WA-1 SCALE NOT TO SCALE 6,.v"""' -, FILE: WA—THRUSTBLOCKi.DWG �'c'; THRUST BLOCKING EFFECTIVE DATE: REVIEW BY DATE:' RENEWER: _',y\.,,;,;,,, HORIZONTAL BENDS 11-27-02 11-27-03 CLUMPNER ° 0 41' AND VALVES J it MAINTAIN SMOOTH 1 EDGE WHERE POSSIBLE FOR CONCRETE CURB POUR 4,IpYoSvv1 (� 7MATCH E O �! © PAVING TYPEN AN - TTT _- _ / DEPTH r __--_ -- -_ _ EXTEND CSTC TO 4 ( )3 — FULLY SUPPORT CURB IMPORTANT INFORMATION: PRIOR TO ANY CURB REMOVAL, CALL CITY INSPECTOR TO VERIFY THE CURB REMOVAL. THE CONTRACTOR SHALL REMOVE AND REPLACE ANY AND ALL SUNKEN. TIPPED, CRACKED OR BROKEN CURB WITHIN THE PROJECT LIMITS. INSPECTOR TO DETERMINE THE EDGE CONDITION AFTER CURB REMOVAL. NOTES IF INSPECTOR REQUIRES SAWCUT: 1. SCHEDULE CURB REPLACEMENTS AROUND THE PAVING SCHEDULE. 2. FOR CURB AND SIDEWALK INFORMATION, REFER TO SECTION 8-04 AND 8-14 OF THE 2002 STANDARD I SPECIFICATIONS. 3. PREPARED SUBCRADE (2002 WSDOT 2-06) 4. 4" INCH MINIMUM OF 5/8 CRUSHED SURFACING TOP COURSE (2002 WSDOT SECTION 4-04) COMPACTED TO 95% OF MAX DENSITY. 5. INSTALL 3 INCH MINIMUM CLASS B ASPHALT PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY (2002 WSDOT SECTION 5-04.3(10)B). 6. CROSS—SLOPE OF NEW ASPHALT SECTION SHALL BE LESS THAN OR EQUAL TO THE EXISTING CROSS— SLOPE AND SHALL NOT BE LESS THAN 1% WITHOUT APPROVAL OF THE CITY ENGINEER. 7. ALL JOINTS BETWEEN OLD AND NEW ASPHALT TO BE SEALED (2002 WSDOT SECTION 5-05.3(8)B) USING A POURED JOINT SEALANT (2002 WSDOT SECTION 9-04.2(1)). 8. REMOVE 12 INCHES MINIMUM OF MATERIAL BEHIND CURB. ONCE NEW CURB IS INSTALLED TO EXISTING GRADE, REPLACE WITH COMPACTED DEPTH TOP SOIL (2002 WSDOT SECTION 9-14.1). SEE CITY OF ANACORTES STANDARD SPECIFICATION FOR TYPE "A". NOTES FOR SMOOTH EDGE: 2. FOR CURB AND SIDEWALK INFORMATION, REFER TO SECTION 8-04 AND 8-14 OF THE 2002 STANDARD SPECIFICATIONS. 3. PREPARED SUBGRADE (2002 WSDOT 2-06) _ 4. 4" INCH MINIMUM OF 5/B CRUSHED SURFACING TOP COURSE (2002 WSDOT SECTION 4-04) COMPACTED TO 95% OF MAX DENSITY. B. REMOVE 12 INCHES MINIMUM OF MATERIAL BEHIND CURB. ONCE NEW CURE IS INSTALLED TO EXISTING GRADE, REPLACE WITH COMPACTED DEPTH TOP SOIL (2002 WSDOT SECTION 9-14.1). SEE CITY OF ANACORTES STANDARD SPECIFICATION FOR TYPE "A" TOPSOIL. ,.�'v�or DETAIL', R-2 SCALE: NOT TO SCALE - > t L 'FILE•. STREET—CURB—REPLACE.DWG CURB AND GUTTER EFFECTIVE DATE: REVIEW BY DATE REVIEWER: .,.�.,,..'?".�L REPLACEMENT OO-00-Oa 00-30-OD XX '` o r' T 1 ® TRENCH BACKFILL NOTES: (2002 wsoOr SECTION 7) ' ' - '^Yiro,^ 4-4:P..4.4. - / 1. 12 INCHES OF COMPACTED DEPTH TOP SOIL (2002 WSDOT SECTION 9-14.1). UNLESS I APPROVED BY THE CITY OF ANACORTES CITY ' - O ENGINNER IN ADVANCE. SEE CITY OF .ANACORTES STANDARD SPECIFICATION OF ACCEPTABLE SOIL. 1 2. LAY ALUMINUM LOCATE TAPE A MINIMUM OF 12 INCHES BELOW FINISH GRADE. IT SHALL BE PLACED ON ALL • "' `•' "'• ' NON-METALLIC PIPES. 2 �:,,�,,�7cy%�`.•,yy+�:.�„�.w '•l' ►'s,' 3. THE FINAL TRENCH CLEAN UP SHALL BE FINISHED WITH SOD lAp44r 4 4WAr (2002 WSDOT SECTION 9-14.6(5)). THE PREPARATION p.•�g-,• 4N•n ..., SHALL CONSIST OF REMOVING ALL ROCKS AND a�tih «+1 DEBRIS OF 1 INCH OR GREATER IN DIAMETER AND '" 4..'! Ict INSTALLING SOD PER MANUFACTURER'S tit% > RECOMMENDA71ON. al '; ® d IN AREA DISTURBED BY CONSTRUCTION, PLACE TOPSOIL ;;y� •1 3 (2002 WSDOT SECTION 9-14.1) IN LOW SPOTS AND ! ;•'S3`�1 = COMPACT TO MEET SURROUNDING ELEVATIONS PREPARATION 4;! 0 y-�'•� 1.- SHALL CONFORM TO NOTE #3. GRASS SEED ALL AREAS '•'�%'L+ �r`• "' DISTURBED. GRASS SEED SHALL BE FREE OF ist oto, ,'S'""."zY. o WEEDS. - -„4117h•,14114..;. �1414t: 4. 2 1/2 INCH MINUS BANK RUN MATERIAL (2002 WSDOT iR•0 I yy'-':4`�,�•+'Q a SECTION 7-10.2) COMPACTED TO 95% OF MAXIMUM / DENSITY. COMPACTED LIFTS SHALL NOT EXCEED 12 INCHES. ': ' J PIPE BEDDING NOTES: (2002 WSDOT SECTION 7-10.3(9)) 5. 12 INCHES OF SAND FOR WATER, SAND OR BUCKSHOT FOR 0 SEWER, STORM, NO PEA GRAVEL. BACKFILL TO 3E HAND \Q'�`� : { f COMPACTED ABOVE CROWN OF PIPE. `` "` 5, HAND COMPACTED SAND FOR WATER, SAND OR BUCKSHOT '� FOR SEWER, STORM, NO PEA GRAVEL. BACKFILL TO BE O TAMPED AROUND THE PIPE. THICKNESS EQUALS OUTSIDE - - -- ,/ / DIAMETER OF PIPE. 7. 6 INCHES OF SAND FOR WATER, SAND OR BUCKSHOT FOR SEWER, STORM, NO PEA GRAVEL BACKFILL TO BE HAND COMPACTED. B. 12 GAUGE TRACER AIRE AT PIPE CROWN EXTENDS THROUGH STRUCTURE AND ATTACHES TO FRAME. GENERAL NOTES: A. TRENCH WIDTHS SHALL BE THE SIZE OF PIPE PLUS 12 INCHES ON EITHER SIDE OF THE PIPE. OO",..,, OF- DETAIL: R-4 SCALE: NOT TO SCALE i =\, FILE: STREET-UTIL-OUT.DWG ' UTILITY TRENCH BACKFILL EFFECTVE DATE: REVIEW BY DATE: REVIEWER: 'a-'..a—,.:e`e.' IN PUBLIC EASEMENTS) • 00-00-00 00-00-00 XX °C o a] - K ASPHALT NOTES: (SECTION 9) 1. INSTALL 3 INCH MINIMUM CLASS B ASPHALT O PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY (SECTION 5-04.3(10)B). IF THE O IT SH EXALING ASPHALT IS L BE PLACED WITH EQUAL ER AAMOUNTS N 3 ES. LGl . ///�������//�//��/�1 O COMPACTED IN 1 1/2 INCH LIFTS TO MATCH /L/(f 1 EXISTING THICKNESS. _- 2. INITIAL TRENCH CUT WILL BE SAWCUT. A JACK a_rd - - . i - - - -_--_-_-_ HAMMER CAN BE USED IF A NICE EVEN CUT ' -__ _; 4 IS MADE. THE USE OF WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS APPROVED BY THE CITY ENGINEER IN ADVANCE. 1 / 3. ALL JOINTS BETWEEN OLD AND NEW ASPHALT >;�«- „ - TO BE SEALED (SECTION 5-05.3(8)B) USING 7'-0'" - hyr � A HOT POURED JOINT SEALANT (SECTION MINIMUM ,' ,--... -, ~`k 'Yx 5B 9-04-.2(1)). w i O TRENCH BACKFILL NOTES: (SECTION 7) a 'S i SA J 4. 6 INCHES OF 5/8 CRUSHED SURFACING BASE •- COURSE (SECTION 4-04) COMPACTED TO 95% OF MAXIMUM DENSITY (SECTION 2-06.3(2). if -K, 1 `�F,t; n 5(A). 2 INCH MINUS BANK RUN MATERIAL (SECTION ,�, 7-10.2) COMPACTED TO 95% OF MAXIMUM t``-,�, ', .c. - .,;-sts-,1 DENSITY. COMPACTED LIFTS SHALL NOT EXCEED _A„- :k„`.,,'�* _ ,;. '2 INCHES. y_ ice- . -._ ^� ' 5 . -'I 1 ?• 4;.,- 5(B). CONTROL DENSITY FILL WILL 3E USED IN ALL ' - ' STREET CROSSINGS (SECTION 2-09.3(1)E) II 1/4 6 UNLESS APPROVED IN ADVANCED BY THE CITY : O ENGINEER. THE CONTROL DENSITY FILL SHALL / BE ALLOWED TO CURE PER THE MANUFACTURE'S f :-': /.`"-"-^;',' - RECOMMENDATION. THE CONTRACTOR SHALL 't{ -1- ,:' :r 7 PROVIDE STEEL PLATES AND ALL NECESSARY "�',,'\ „': SIGNAGE. USE SHIMS AND ASPHALT TO EVEN / THE STEEL PLATES TO AVOID RATTLING WHEN VEHICLES DRIVE OVER THEM. PROVIDE ASPHALT RAMP TO EASE THE BUMP. =1i • !,,,_.1-II -'!I-i PIPE BEDDING NOTES: (SECTION 7-10.3(9)) '~; ,--,!i 6. 12 INCHES OF SAND BACKFILL TO BE HAND COMPACTED ABOVE CROWN OF PIPE. 7. HAND COMPACTED SAND BACKFILL TO BE TAMPED AROUND THE PIPE. THICKNESS GENERAL NOTES: EQUALS OUTSIDE DIAMETER OF PIPE. A. ALL WORK SHALL CONFORM TO THE CITY OF ANACORTES 8. 6 INCHES OF SAND BACKFILL TO BE CONSTRUCTION STANDARDS AND THE 2002 STANDARD HAND COMPACTED. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B. ALL SPECIAL CONDITIONS AND OR CHANGES TO THIS STANDARD SHALL BE DONE IN A WRITTEN REQUEST TO THE CITY OF ANACORTES CITY ENGINEER. THERE WILL BE A 3 DAY PERIOD FOR A RESPONSE. SEE REQUEST FOR CHANGE. C. TRENCH WIDTHS SHALL BE THE SIZE OF PIPE PLUS 12 INCHES ON EITHER SIDE OF THE PIPE. I N.T.S. RE`:SEC -.'.2;MR,TERR NA vt= S P: T-U •..-O A1VLDI'vC 11 -0. CITY dE ANACCRTES PSSL'sC WORKS U T(L :FY TRENCH CRAWL 3t. ENGINEES,:'.G DERAATMENT i`. '6 v. .� :;; 904 62T _--=ET PF,,CAD 3,-; ''II iF . ::E:- G kVe STREETS REETS spl _FC..-.,Li R20 W'W.CITYC- A O T.EES.OP:C.; J 1 07/26/2004 08:46 FAX 3602934049 FYRE-ANACORTES U002 J"ui .22. 2004 2:2!PM GMS Architectural Group Nc •E123 P. 2/3 July 22,2004 Mr.Gary Barnett Public Works Engineer • City of Anacortcs Public Works Department 904 6`s Street P.O. Box 547 Ana:ertcs,WA 98221 RE: Sewer and Storm Drain Hookup Options for Wayne Hnceby(Finn Property) Sir, I am considering the purchase of a piece of property located at the intersection of West 2 u Street and Illinois Avenue, The property description is as follows: Parcel#4, Lot 9 & 10,BIock 803.Northern Pacific Addition 3318 West 204 Sktet,Anacortes,WA I respectfully request that my proposed option lt3 for hookup to the City's sewer and storm drain systems be conditionally approved by the City of Anacortes. T understand that appropriate applications,permits,etc_are still required. As you may rccall, this preferred option,along with two others,were formally prescntedto the Development Review Group(DRG)Committee for their consideration and recenrmendation on Tuesday,June 9th, To date,I haw not received a response to ray request, However,I undcrstand through my real estate agent that you may have given a verbal response conditionally approving my piof raed option: Option#3: Cross-over the newly paved alley between Illinois and Harttbrd Avenues north down the Illinois Avenue right-of-wayto the sewer and storm drain lines paralleling Oakes Avenue on the south side. This option world require the minimum amount of disruption to'existing streets requiring only a perpendicular crossing of the newly paved section of alley between Illinois and Hartford_ The distance is estimated at approximately 170 feet Sr bath sewer and storm drain. There arc no issues with slope. Thank you for your consideration in this matter Sincerely, /pig Wayne . £ D4 prosy ve Buyca 170 14f t Placelace NE NE 1111 / -6r�dL 1. z +�i. Bellevue,WA 98007 425-644-5021 (Home) 206-595-4351 (Cell) wmhuscby I @yahoo,arm Received Time Jul . 25 . 9: 34AM . % i N yam[ . ; \ y Iciti (AS •+'- w.Y""`�- . - ra.:.s\ d, g i �. "v •�^ Mrr- �4 t 'y, �y�, 0-\\ is � ?,f :,t ., i. 't, .^..+,1;i 'r _..^'".- ! F �' S, 'fin ;3 i�, c. • t i s t .r } , .. 8 41c, A a i �°1�' �, erA! �+� w. -ems of i "'" .-. k \ ' ;Hiss,„ �M wt. F x .. r' i 1 a aim f�{ 7 ITp. S 6 \ Is { { # { W ; � _„., .: , \,.. , \ \ 0,\i''''..c -1\1 Y t _ ,,ao CS I These mops were created from records and existing map source surveys. 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