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Home My WebLink AboutPermit File 601 14th Street (3) Marc L. Estvold Architect, Inc. PS, AIA 3110 Commercial Avenue, Suite 102-D Anacortes,WA 98221 Fax(360)293-6613 Ph (360)293-5500 August 10, 1995 South Harbor Park Building, Cap Sante Boat Basin, Port of Anacortes, Anacortes, Washington Addendum Number Three This addendum is issued for the purpose of clarification and / or revision of the contract documents for the above referenced project and is to be considered a part thereof. There are 8 pages in this addendum. 1. Alternate # 5 add, provide FS25 facing at ceiling insulation. 2. Specifications sheet SPC-3, section 08630 B., 1. Ventilators, provide standard vinyl screens, 3. Glazing, delete "Low E". 3. Specifications Sheet SPC-2, section 07190 E., delete 2" thick topping slab. Section 07410 G., Finish, note the metal finish is the same for the base bid and Alts. 2 & 3. Owner may choose either flat or ribbed pan roofing. Sheet SPC-3, Section 07600 note gutters and downspouts to have same finish as metal roofing selected. 4. Specifications Sheet SPC-2, Section 03200 C., slab reinforcing to be 4 X 4 - W4XW4WWF 5. Sheet A3-2, Door Schedule, Provide wide layout on door styles as required for specified door hardware. 6. Sheet A3-2, Plumbing Schedule, Sink S-1, Bubbler to be Elkay LK-83, mount in counter adjacent to sink, so as to direct all water into sink. 7. Sheet M8-1 Thermostat Change thermostat from a T-7200 to a T-7300. Attachments: Exhibit A Dated August 9, 1995 2 Pages Memorandum From Jack Smith Dated August 10, 1995 1 Pg. Invitation To Rebid 2 Pages Rebid Form 2 Pages End Addendum # 3 Pe /o6 )\-lIs' r 66 ) 1 y South Harbor Park Building, Port of Anacortes REBID FORM Bidder's Name Port of Anacortes 1st Street and Commercial Avenue Anacortes, WA 98221 Gentlemen: Having carefully examined the General Conditions, Supplementary Conditions, Drawings, and Specifications entitled South Harbor Park Building, Cap Sante Boat Basin, Port of Anacortes, Anacortes, Washington dated June 16, 1995, and the Addenda numbered , as well as the premises and the conditions affecting the Work, the Undersigned proposes to provide each unit of Work for the Stipulated Sums as set forth below: Applicable Washington State Sales Tax is not included in this bid and will be added to each progress payment request. BASE BID ($ ) ALTERNATES ALTERNATE NO. 1: Substitute vinyl siding. Add/Deduct ($ ) ALTERNATE NO. 2: Substitute 24 gage metal roofing. Add/Deduct ($ ) ALTERNATE NO. 3: Substitute batten seam roofing. Add/Deduct ($ ) ALTERNATE NO. 4: Add interior finish materials and painting in Workroom/Storage. Add/Deduct ($ ) ALTERNATE NO. 5: Substitute suspended acoustical ceiling in Meeting/Classroom. Add/Deduct ($ ) REBID Form South Harbor Park Building, Page 2 UNIT COSTS 1. Unsuitable Excavation, ($ ) per cubic yard 2. Quarry Spalls ($ ) per ton 3. Bank Run Gravel ($ ) per ton If the Bidder is notified of the acceptance of this Bid within sixty calendar days of the time set for,opening of the Bid, the undersigned agrees to execute a Contract for the above Work for the above-stated compensation in the form of the Contract attached hereto and to commence Work within ten days after the execution thereof. The Undersigned agrees if awarded the Contract, to complete it within 120 calendar days after the Notice to Proceed. • • Contractor's Signature Address Telephone No: Date: END OF DOCUMENT �0�8 PORT OF ANACORTES FIRST STREET AND COMMERCIAL AVENUE P.O. BOX 297 ANACORTES, WASHINGTON 98221-0297 Port of Anacortes 9 August, 1995 South Harbor Park Upland Tmnrovements South Cap Sante Boat Haven Anacortes, Washington EXHIBIT A Those Contractors receiving an "Invitation To Rebid" are directed to note the following changes and/or additions to the Request for Proposals, Contract Plans and Specifications, and Scope of Work relating to the said project. A copy of this Exhibit A . .shall be attached to the proposal by each Contractor submitting a proposal or evidence • by the "Return Receipt" received by the Port to show the Contractor has received this addendum. SPECIFICATIONS • - The Second paragraph of Section 21 . 46 Subcontractors List of Documents 00800 Supplementary Conditions which reads as follows: Subcontractors List: List all subcontractors in categories of work performed for any bid exceeding one hundred thousand dollars ($100, 000) or if the • subcontract amount exceeds ten percent (10%) of the submitted bid. The subcontractor list must be completed and submitted in separate envelopes with the price proposal or within one hour after the published bid submittal time in order to be considered a responsive bid. If a category of work will not be contracted, the bidder must list itself. �lo�8 shall be revised by the following legislation: PUBLIC CONTRACTS - BIDS ON PUBLIC WORKS- SUBCONTRACTORS CHAPTER 94 S.H. No: 5857 AN ACT Relating to public works subletting and subcontracting; and amending RCW 39. 30 . 060 . BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF WASHINGTON: Sec, 1 . RCW 39 . 30 . 060 and 1994 c 91 e 1 are each amended to read " as follows : Every invitation to bid on a contract that is expected to cost in excess of one hundred thousands dollars for the construction, alteration, or repair of any public building or public work of the state or a state agency or municipally as defined under RCW 39-04-010, an Institution_ of higher education as defined under RCW 283 . 10 . 016, or a school district shall require each bidder to submit as part of the bid, or within one hour after the published bid submittal time, the names of the subcontractors whose subcontract amount is more than ten percent of the contract bid price with whom the bidder, if awarded the contract, will subcontract for performance of the categories of work designated on the list to be submitted with the bid. cr to indicate by naming itoclf that a category cf work on the hot ohall not bc oubcontracter. Failure to name such subcontractors shall render the bidder' s bid nonresponsive and, therefore, void. Approved April 18, 1995 Effective July 23, 1995, 90 days after date of adjournment New language with changes: Subcontractors List: List all subcontractors in categories of work performed for any bid exceeding one hundred thousand dollars ($100, 000) or if the subcontract amount exceeds ten percent (10%) of the submitted bid. The subcontractor list must be completed and submitted in separate envelopes with the price proposal or within one hour after the published bid submittal time in order to be considered a responsive bid. If a category of work will not bc contracted, the bidder ct hot itoclf. SoFo MEMORANDUM AUGUST 10, 1995 TO: Contractors Sub-contractors Plan Centers From: Port of Anacortes Subject: Rebid of Project - South Harbor Park Uplands Improvements Bids for the above referenced project were opened at the designated time and date. Six • bids were received. On Tuesday, August 8, 1995 a written protest was received by the Port regarding the legality of the bidding requirements in light of a recent amendment to a state statue and award of contract. The Port has chosen to exercise its rights to reject all bids and rebid the project. All Contractors, Subcontractors and Plan Centers may use the previous plans and specification. Also new sets of bid documents will be sent. If the Contractors, Subcontractors or Plan Centers do not receive this material they must contact the Port of Anacortes Main Office at (360) 293-3134. It is the bidder's obligation to obtain these documents and no legal claim regarding the rebidding may be made if the documents are not obtained. Contractors, Subcontractors may purchase new plans and specifications for a non- refundable fee of$20.00. All questions may be directed to the Port of Anacortes. Sincerely, Carlton J. Smith Project/Airport Manager cc: file VOOFo INVITATION TO REBID FOR SOUTH HARBOR PARK UPLAND IMPROVEMENTS SOUTH CAP SANTE BOAT HAVEN Notice is hereby given that sealed bids will be received by the Executive Director of the Port of Anacortes until 3:00 p.m. Local Time, Wednesday, 30 August 1995 at the Port of Anacortes, First Street and Commercial Avenue, Anacortes, Washington 98221. Bids will then be opened and publicly read aloud. Any bids received after the time for opening cannot be considered. Work will generally include the materials, labor and etc. necessary for the installation of an irrigation System, sidewalks, utilities, sewer pump-out, roadway, building and items associated with Park facilities at the South Harbor Park. Sets of Contract Documents may be purchased from the Port of Anacortes, at First Street and Commercial Avenue, Anacortes, Washington, on Wednesday, 16 August 1995, upon payment by check or cash of non-refundable fee of$20.00 for each set requested. Payment for Contract Documents shall be made to the Port of Anacortes and will not be refunded. Each bid shall be prepared and submitted in accordance with the provisions of the bidding documents and submitted no later than the time indicated. Bids received after the time fixed for opening will not be considered. Bidders accept all risks of late delivery, regardless of fault. Each bid must be submitted only on the Bid Form included in the Contract Documents and be in a sealed envelope addressed to the Port of Anacortes. Each sealed envelopment containing a bid must be plainly marked on the outside as SOUTH HARBOR PARK UPLAND IMPROVEMENTS - SOUTH CAP SANTE BOAT HAVEN, and set forth the and address of the bidder, as well as the bid opening date. Bids may be mailed to the Executive Director, Port of Anacortes, First Street and Commercial, P.O. Box 297, Anacortes, Washington 98221-0297, or hand delivered to the Executive Director at the same address prior to the bid opening. Each bid must be accompanied by a certified check, cashier's check, or bid bond (with an authorized surely company as surety made payable to the Port of Anacortes in an amount not less than five percent (5%) of the total Bid Amount. Said check or bid bond shall be given as a guarantee that the Bidder shall execute such Contract as may be awarded in conformity with its bid and with the Contract Documents, and that said Bidder, as the Successful Bidder, shall provide a Certificate of Insurance, Declaration of Option for Management of Statutory Retained Percentage, and Contract Bond as specified in the Contract Documents within ten(10) days after notification of the award of the Contract. 7 0 F INVITATION TO REBID (Continued) The Port of Anacortes reserves the right to reject any and all bids, to waive any irregularities in the bid or in the Bidding or to rebid the project. No Bidder may withdraw its bid after the hour set for the opening thereof, or before award of Contract, unless said award is delayed for a period exceeding thirty (30) days. There will be a prebid meeting 2:30 p.m. Local Time, Tuesday, August 15, 1995, at the South Harbor Park Site. All technical questions shall be directed to: Architectural Civil Marc L. Estvold, AIA Bill Ness, P.E. 3110 Commercial Avenue Leonard, Boudinot & Skodje, Inc. Anacortes, Wa. 98221 603 S. 1st (360) 293-5500 Mount Vernon, Wa. 98273 (360) 336-5751 Port of Anacortes Carlton Jack Smith Project Manager/Airport Manager �, oFg Marc L. Estvold Architect, Inc. PS, AIA 3110 Commercial Avenue, Suite 102-D Anacortes, WA 98221 Fax(360)293-6613 Ph (360)293-5500 August 25, 1995 South Harbor Park Building, Cap Sante Boat Basin, Port of Anacortes, Anacortes, Washington Addendum Number Four This addendum is issued for the purpose of clarification and / or revision of the contract documents for the above referenced project and is to be considered a part thereof. There is one page, and 5 sheets of attachments in this addendum. 1. Contractor to acknowledge receipt of all addendum on the "Re-Bid" form including the two sent out during the first bid period. 2. Contractor to include all information and clarifications on the attachments dated August 24, 1995. Attachments: 3 - 8 1/2 X 11 & 2 - 24 X 36 Sheets with Civil Information End Of Addendum # 4 AUGUST 24, 1!95 1. GRADING AND DRAINAGE PLAN The Grading and Drainage civil plan, sheet 2 of 10, dated August 24, 1995 has been revised to show the existing site conditions after the preload sand was removed. The chain link fencing shown previously has been deleted. 2. EXHIBIT H - FORCE MAIN SAWCUT AND REPAIR The west end of the force main shown on civil plan sheet 3 of 10 crosses a paved area to get to the sewer manhole. The Contractor shall sawcut and dispose of the asphalt and gravel off-site. The asphalt shall be repaired as shown on the "Pavement Patching and Restoration Detail" shown on civil plan sheet 5 of 10, after installation of the sewer line. 3. HANDRAIL DESIGN The existing bulkhead and new sidewalk with the proposed handrail are shown on Exhibit "J". The handrail is to be fabricated and then hot-dipped galvanized. The entire assembly for each side shall be sanded smooth without removing the galvanizing, after the hot-dipped galvanizing has been completed. The handrail is to be embedded in the new concrete sidewalk. 4. UTILITY PLAN The Utility Plan, civil plan sheet 1 of 10, has been changed to show the gas line which will be installed by Cascade Gas Company. Part of the gas line will be installed in the sewer force main ditch. The Contractor shall coordinate the timing of the force main installation with Cascade Gas Company to allow them time to lay their line prior to backfilling the trench. Cascade Gas shall not be charged for their installation in the Contractor's ditch, by the Contractor. Any inconvenience or cost caused by the gas line installation shall be part of the contract price. F:\DOCS\SPEC\95037A4.jel JOB 95037 LEONARD, BOUDINOT & SKODJE, INC. / Civil Engineers and Land Surveyors SHEET No. OF / p P.O. Box 1228 CALCULATED BY y/itSs, PL6 DATE /z.4/9s MOUNT VERNON, WASHINGTON 98273 Phone (360) 336-5751 FAX (360) 336-3981 CHECKED BY DATE SCALE - n.........._ _...... L J It., . _ L N.1 , T Li J WELVE,t3 cditltifE Tion/C7YP) M ,,,a I� .1P(IA., 5crt.4.0 ST ?IPh- {. h ' J C . - ' 1 1 _ 10 -- ......_. • ' G• ,- I6 -\)EL 'ter .vpf.' 63.4 .. icrr-ES: H A NORA1 L_ AZS S31-C......To 3e6. FAaR.I.c.4 1l-7s0 :_._` \iil '` ,var/v4 - AI,g).__...1:0T DIP_C' .+2 C2-/N v.P._t-3 I'Z'E.0. SA N.D OFF _.........__..........._......g.Ast..._......:...... _ ' . ........, 'yO�n cam, . a// 111 ALL......._ZuRR.S ArT 2 GAi_vAl\ le1N r. „_ 6 • N 7 GUARDF AIL_ l✓-LEVA-riQN 51=GTIcDN ,-A n s.ccn�� : = 1 -0 s S' c to +.C; :: Co 6tr?EuiAu4 4- THICK . N--.w.. $1 O E-W A..LNc �X T.LN_G.._6l1_Ia<:ihAl�.... ... .. f! NErg Gl?ARD.RA.LLI to JTof-S0W to . ... i /y.._........_ .. �EA sirof..) 4 \ \ . \ : 210 X. I. 1131 7- c1. PILAN AT 13ULK }-4t- rD PRODUCT 201-1(Sngk Shoes)20-1(Padded)/n®IS/m Inc.crown.Mass.01471.To Order PHONE TOLL M&1--225-6380 I SCRGE' : l"=Z0' kL EGEA/O : W % cn „ EX/ST/NG ASPHAL T fil _50— EX/Sri/VG 3 . 70BNJ .5- WEe -5S E7C/577A./G 5.1147/rA2Y SENE.2 w ware/L/NE ling .. w vl/ Q so SOMA?' S'OMN CONTRACTOR TO 5AVJCUT AND REMOVE N ASPHALT A5 SHOWN. PATCH ASPHALT AFTER UTILITY CONST. IS COMPLETE. ti _i_ , — G ,55....Im.. .._ /. SSMH 5—o— ----- — �;�� o. 1 O Cg log � � � �� I �—LL__ '-'- TO P 2" C.AS CASCADE WATURAL GAS COMPANY YV11.LNATURAL PROVIDE PIPE AND TRthCHINCz Ol i SIDE. OF- THE SEWER TRCNCH_ 00 \ GAS LIME TO 6E INSTALLED IN I. �J V) THE SAME TR N C- AS ZEvJ ER W ` 0 h EXH/B/r y ,� Leonard,Boudinot & Skodje Inc. 1.4 1 ,...„,,,,ok•I ( SI.d((RS S IAND SU.v E.O„S 603 S. 1st Street, Mount Vernon, WA 98273, 336-5751 95037 Marc L. Estvold Architect, Inc. PS, AIA 3110 Commercial Avenue, Suite 102-D Anacortes, WA 98221 Fax(360)293-6613 Ph (360)293-5500 July 24, 1995 South Harbor Park Building, Cap Sante Boat Basin, Port of Anacortes, Anacortes, Washington Addendum Number One This addendum is issued for the purpose of clarification and / or revision of the contract documents for the above referenced project and is to be considered a part thereof. There are 15 pages in this addendum. 1. See attached "Addendum No. 1 - Civil Work" , 11 pages for additions and clarifications to the civil drawings. 2. Sheet A2-1, Foundation Plan, change note at corner of exterior walk (7 places) "EXISTING GRADE 15.0' +" to "EXISTING GRADE 14.5' +". 3. Sheet A3-2, modify the "TYPICAL WALL SECTION" lower right hand corner of sheet as per attached drawing to include over excavation and Methane and Hydrogen Sulfide Gas venting system. 4. Sheet SPC-1 division 1, section 01020, Allowances B. Schedule of Cash Allowances, Delete item #2. "Light Fixtures $1,000.00". 5. Sheet SPC-2 division 2, section 02200 Sitework, H. change ASTM # from "4253" to "1557". 6. Sheet SPC-3, Division 8, Section 8700, II Hardware Groups, change specified cylinder from "985" to "1 E 74 Best" in Groups 1 thru 6, add a Best 1 E 74 cylinder to Group 7. Encl.: Bid Form 2 Pages Modified "TYPICAL WALL SECTION" from Sheet A3-2 One Page Addendum No. 1 - Civil Work 11 Pages End Addendum # 1 l0F15 South Harbor Park Building, Port of Anacortes BID FORM Bidder's Name Port of Anacortes 1st Street and Commercial Avenue Anacortes, WA 98221 Gentlemen: Having carefully examined the General Conditions, Supplementary Conditions, Drawings, and Specifications entitled South Harbor Park Building, Cap Sante Boat Basin, Port of Anacortes, Anacortes, Washington dated June 16, 1995, and the Addenda numbered , as well as the premises and the conditions affecting the Work, the Undersigned proposes to provide each unit of Work for the Stipulated Sums as set forth below: Applicable Washington State Sales Tax is not included in this bid and will be added to each progress payment request. BASE BID ($ ) ALTERNATES ALTERNATE NO. 1: Substitute vinyl siding. Add/Deduct ($ ) ALTERNATE NO. 2: Substitute 24 gage metal roofing. Add/Deduct ($ ) ALTERNATE NO. 3: Substitute batten seam roofing. Add/Deduct ($ ) ALTERNATE NO. 4: Add interior finish materials and painting in Workroom/Storage. Add/Deduct ($ ) ALTERNATE NO. 5: Substitute suspended acoustical ceiling in Meeting/Classroom. Add/Deduct ($ ) or' I� Bid Form South Harbor Park Building, Page 2 UNIT COSTS 1. Unsuitable Excavation, ($ ) per cubic yard 2. Quarry Spalls ($ ) per ton 3. Bank Run Gravel ($ ) per ton If the Bidder is notified of the acceptance of this Bid within sixty calendar days of the time set for opening of the Bid, the undersigned agrees to execute a Contract for the above Work for the above-stated compensation in the form of the Contract attached hereto and to commence Work within ten days after the execution thereof. The Undersigned agrees if awarded the Contract, to complete it within 120 calendar days after the Notice to Proceed. Contractor's Signature Address Telephone No: Date: END OF DOCUMENT of 15 MATCH SOFFIT REWIRED ;. • N I X 6 HORIZONTAL SIDING BASE BID J 6X6PO5T W SELECT STRUCTURAL 2X6 STUDS0 (SELECT FOR APPEARANCE) I6" OG I TYP 1/2" CDX PLYWOOD I SHEATHING IW iI wit l ft F.FLR ELEV. = 16.0' POST BASE AB'S o 4'OC it 12" I Ilkid FROM BOARD ENDS I/2" CLEAR AIR SPACE FLASHING BETWEEN a 2X6 PT PLATE BETWEEN BOTTOM OF WOOD 4 CONCRETE ►� FIBERGLASS SILL SEALER POST 4 CONCRETE THICKENED SLAB EDGE THICKENED SLAB EDGE il ) W/(2) #4'5 CONT. I GRAPE TO WITHIN I" yV/(2) #4'S CONT ') 1�I 4" PERF. PERIMETER OF WALK(TYPICAL .. UNLESS NOTED OTHERWISE) ° ----SLOPE 11/2" III►_':� 1.11..W .' ' / 2" RIGID INSULATION__---- o I,- , . ,.. O_ O p . UNDER N e _ -_---- - z� -_ °°oO EXISTING GRADE D -- -- �`-TIGHT LINE ENTIRE BUILDING PAD 4 T __-_ ---- 0 o 6" PEA GRAVEL EXTERIOR WALK TO BE - - --- ' ' o D• OR DRAIN ROCK ELEV. _ +14.5' - -- - - - - / 8," 4x4 - W4xW4W.W.F. I, O" DOWNSPOUT TIGHT-LINE SPLICE BY OVERLAPPING ONE SPAGEING OF CROSS COMPACTED BANK TIE 4" PERFORATED DRAIN TO WIRES +2" RUN GRAVEL,FILL - DOWNSPOUT TIGHT-LINE IN(2) PLACES(I) o EAST SIDE 4 (I) o WEST SIDE OF BUILDING W/ -�'� TIGHT-LINE. 4-O �, 4'-0"W x 1'-6" DEEP AREA OF OVER • EXCAVATION ® BUILDING FOOTINGS s TY'IGAL WALL SECTION 1/25/g5 SCALE i4 0 I I I 111ME 3 I r 6" 2' REVISED 7/23 q5 Addundum No. 1 - Civil Work South Harbor Park - Uplands and Building 1. Concrete Foundation Demolition and Removal Two existing concrete foundations, as noted on the attached 8 1/2-x 11 sheets marked Exhibit A and B, shall be demolished and removed by the Contractor. The Contractor is responsible for obtaining an approved waste disposal site and for including all costs for disposal of waste soil and materials from the construction site. The existing concrete shall be removed to a depth of one foot below finished grade. The Contractor's lump sum price shall include all work and equipment necessary to demolish, load, haul, and dispose of the waste soil and concrete resulting from the demolition of these structures. 2. Picnic Tables and Slabs Five picnic tables and slabs shown on the attached 8 1/2 x 11 sheets marked Exhibit A and B have been removed from the site. 3. Underground Foundation Interference with Irrigation Pipe A existing concrete foundation exists in the vicinity of the two picnic tables located between the new building and the existing stack (See Exhibit B). It will be necessary to reroute the 1-inch irrigation line from the allignment shown in order to avoid this existing concrete foundation. 4. Soil Vapor Monitoring Wells The existing vapor monitoring wells shown on the attached Exhibit C shall be protected during construction by the Contractor and preserved for future monitoring. 5. Clarification of Ditch Regrading Exhibits D and E were prepared to clarify the following design information: a. Invert elevations for the regrading of the existing ditch are shown at 100 foot invervals. b. The ditch is to slope at 0.5% for the full length. c. The ditch is to be hydroseeded. -1- . Addundum No. 1 - Civil Work (Cont.) 6. Clarification of the Blofiltration Swale The biofiltration swale begins as shown on Exhibit F, and ends as shown on Exhibit E. The biofiltration swale detail has been revised as follows: a. The imported sod layer has been deleted, and replaced with hydroseeding. b. Topsoil for the biofiltration swale, as required by the engineer, will be provided by the owner, and delivered to the site as described on sheet 2 of 10. c. The inside slopes of the biofiltration swale as 4:1. 7. Site Grading and Topsoil Placement Site grading shall include adjusting the existing grade to the final grade as shown on the plans. This will be accomplished in two lifts. The first lift shall consist of grading the existing surface, and placing and grading sand as required to achieve an elevation of 6-inches below final grade. The Contractor is to use the existing sand that is stockpiled on the west side of the construction site as fill material as required for the first lift. The second lift shall include placing, grading, rolling, hydroseeding and fertilizing the topsoil as provided by the Port of Anacortes, and described on drawing 2/10 of the Civil Drawings. The final elevation of the second lift shall match the final grades as shown on the Grading and Drainage Plan, Sheet 2/10. The Contractor's lump sum price shall include all work and equipment necessary to haul, place, and grade the first lift of sand, and to haul, place, grade, roll, seed, and fertilize the topsoil. The existing sand within the limits of this project will be removed under separate contract prior to the beginning of construction of this project. Bid proposals for this project should be prepared using the existing site grade information as shown on Exhibits G and H for areas of the site that are currently covered by this sand. The existing grades in all other areas will remain as is. 8. Utility Connections at the Building The Contractor shall a install Fernco coupling (or equal, as approved by the Engineer) in the 6-inch sewer pipe at five feet from the edge of the building slab. -2- ��S Addundum No. 1 - Civil Work (Cont.) Provide a lump sum contract price for the Civil Work on this project necessary to furnish and construct all improvements as shown and described on the following plan sheets: UTILITY PLANS SHEET 1/10 GRADING AND DRAINAGE PLAN SHEET 2/10 SITE PLAN SHEET 3/10 SPECIFICATIONS SHEET 4/10 WATER SYSTEM SPECIFICATIONS SHEET 5/10 SEWER PUMP STATION SPECIFICATIONS SHEET 6/10 DUPLEX SUBMERSIBLE PUMP SHEET 7/10 SEWER LIFT STATION SANITARY SEWER PLAN AND PROFILE SHEET 8/10 IRRIGATION PLAN SHEET 9/10 SPRINKLER SYSTEM SYSTEM SHEET 10/10 SPECIFICATIONS ELECTRICAL SITE PLAN - EAST E-1 SHEET 1/2 ELECTRICAL SITE PLAN E-2 SHEET 2/2 In addition to the lump sum price, the Contractor shall provide the following unit prices: 1. "Unsuitable Excavation", per cubic yard. The unit contract price per cubic yard for "Unsuitable Excavation" shall be full pay for excavating, loading, hauling, and disposing of the material. Measurement shall be by the cubic yard in place, determined by cross-section. Areas of overexcavation shall be as directed by the Engineer, and can include, but are not limited to utility trenches and building excavation. 2. "Quarry Spalls", per ton. The unit contract price per ton for "Quarry SpaIls" shall be full pay for furnishing and installing and compacting quarry spalls in overexcavated areas, as described in item 22, sheet 4 of 10. 3. "Bank Run Gravel", per ton. The unit contract price per ton for "Bank Run Gravel" shall be full pay for furnishing and installing and compacting bank run gravel in overexcavated areas, as described in item 22, sheet 4 of 10. The Contractor shall, at any point during construction of this project, provide the above extra work items as directed by the Engineer at the unit price contained in the proposal. -3- YS I 1 . • .• .. • V.P2t. 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PS, NA 3110 Commercial Avenue, Suite 102-D Anacortes, WA 98221 Fax(360)293-6613 Ph (360)293-5500 July 28, 1995 South Harbor Park Building, Cap Sante Boat Basin, Port of Anacortes, Anacortes, Washington Addendum Number Two This addendum is issued for the purpose of clarification and / or revision of the contract documents for the above referenced project and is to be considered a part thereof. There is one page in this addendum. 1. The contractor shall provide all labor, equipment, and materials necessary to construct seven (7) pipe bollards on the north side of the new building, as shown on sheet 2 of 10. The bollards are to be fabricated using 6- inch schedule 40 steel pipe with hot dipped galvanized coating. The pipe shall be embedded 2-feet below grade in a 1'-6" diameter x 3-foot deep concrete foundation. The pipe will be completely filled with concrete, neatly rounded at the top. 2. The contractor shall provide the sign foundation and anchor bolts only, as shown on sheet 3 of 10. The Port will furnish and install the sign. 3. Delete the chain link fence. No optional bid item is to be submitted. 4. The sewer pump station shall be bid as a single pump station. Delete the optional bid item for a duplex station. 5. The estimated total length of 8" ductile iron waterline is 585 feet. End Addendum # 2 A. PREVAILING WAGE The hourly minimum rates of wages and fringe benefits determined by the State of Washington Department of Labor and Industries applicable to this Contract are contained within the following attached rates . Page 53 1 IP1Y ' STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES P 0 BOX 44540, OLYMPIA, WASHINGTON 98504-4540 (360) 956-5335 - FAX (360) 956-5300 (effective 2-21-95, prefix will be 902) February 1, 1995 TO: All Public Agencies and other Interested Parties FROM: Jim Christensen. Industrial Statistician —76. SUBJECT: Revised Prevailing Wage Rates Enclosed are the newest revised prevailing wage rates. They are the prevailing rates of wage for public works projects that will bid on or after March 3, 1995. BID SPECIFICATIONS A 1IONS AND CONTRACTS - RL: '39.1!.030 requires that public agencies print these prevailing wage rates in contract specifications. That law also requires that the contact contain a stipulation that the workers on that project shall be paid the wages printed in the contract specifications. It is not unusual for a dispute to be raised, in cases where an agency has failed to satisfy this requirement, as to what are the correct prevailing wages for that contact. Since this type of dispute arises because the agency has failed to comply with RCW 39. 12.030, the agency becomes involved in that dispute. Compliance with the law avoids this problem altogether. Please print the required prevailing wage information in your contract specifications. SURVEYS - The department intends to survey the following trades during the current calendar year: Truck Drivers - Including dump trucks and transit mix trucks, as well as all others. Fire Protection Sprinkler Fitters Page 54 ,t - 0 U'ri.. .y STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES PREVAILING WAGE SECTION - TELEPHONE (360) *956-5335 *(Effective 2-21-95 Prefix 902) PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS SKAGIT COUNTY EFFECTIVE 03-03-95 * * * * * * * * * * * * * * * * * * * * * * * * * * , (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE CODE CODE ** ASBESTOS ABATEMENT, CERTIFIED Certified Asbestos Abatement Worker 19.14 4.45 1M 50 **•BOILERMAKERS Boilermaker 22.94 8.39 1R 5N ** BRICKLAYERS AND MARBLE MASONS All Classifications 22.54 4.96 1N 5A ** CABINET MAKERS Cabinet Maker - In Shop 13.12 0.00 1 ** CARPENTERS • - Carpenter . 21.70 5.53 1M 5D Drywall Applicators 21.70 5.55 1M 50 Creosoted Material 21.30 5.55 iM 50 Floor Finisher 21.83 5.55 iM 50 Floor Layer 21.83 5.55 1M 50 Floor Sander Operator 21.83 5.55 1M 50 Sawfiler 21.83 5.55 1M 5D Shingler 21.83 5.55 1M 50 Stationary Power Saw Operators 21.83 5.55 1M 50 Stationary Woodworking Tools 21.83 5.55 1M 5D Accoustical Worker 21.86 5.55 1M 50 Piledriver 21.70 5.55 1M 50 Millwright and Machine Erectors 22.70 5.55 iM SD " CEMENT MASONS CEMENT MASON 21.56 6.60 10 6E PATCHING AND PAVING 21.56 6.60 10 6E CURING 21.56 6.60 10 6E CURB AND GUTTER 21.56 6.60 10 6E SIDEWALKS 21.56 6.60 10 6E SEALING COMPOUND 21.56 6.60 10 6E UNDERLAYMENT 21.81 6.60 10 6E MASTIC, EPDXY, PLASTIC 21.81 6.60 10 6E CONCRETE SAW 21.81 - 6.60 10 6E POWER TOOLS AND GRINDERS 21.81 6.60 10 6E SANDBLASTING 21.81 6,60 10 6E FINISH COLORED CONCRETE 21.81 6.60 10 6E GUNITE NOZZLE PERSON 21.81 6.60 10 6E TUNNEL WORKERS 21.81 6.60 10 6E TROWEL MACHINE ON COLORED 23.06 , 6.60 10 6E SLABS, COMPOSITION OR KALMAN FLOORS • Page 55 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAGIT COUNTY (SEE BENEFIT COOE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY MOTE CLASSIFICATION RATE BENEFITS CODE CODE CODE "' DIVERS AND TENDERS DIVER 53. 16 5 ,55 . 1M 50 88 DIVER TENDER 23.65 5 .55 1M 5D In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more Over 50 ' to 100' - S1 .00 per foot for each foot over 50 feet Over 100' to 175 ' - S2.25 per foot for each foot over 100 feet Over 175 ' to 250' - S5 .50 per foot for each foot over 175 feet Over 250 ' - Divers may name their own price, provided it is no less than the scale listed for 250 feet DREDGE WORKERS ASSISTANT ENGINEER 21 .81 5 .81 18 5I OILER 21 .47 5 .81 18 51 LEVERMAN 22.23 5 .81 18 51 MATES 21 .81 5 .81 18 5I BOATMEN 21 .81 5 .81 16 51 ASSISTANT MATE (DECKHAND) 21 .47 5 .81 18 51 ENGINEER WELDER 21 .86 5 .81 13 51 CRANEMAN 21 .86 5 .81 13 51 MAINTENANCE 21 .37 5 .81 18 51 - DRYWALL TAPERS Journey Level 21 .67 4 .96 1 '* ELECTRICALL FIXTURE MAINTENANCE WORKERS Journey Level 12. 16 1 .66 1 - ELECTRICIANS _ JOURNEY LEVEL 22.95 6.60 1J 5M CABLE SPLICER 25 .25 6.67 iJ 5M ELECTRICIANS - MOTOR SHOP • Craftsperson 13 .95 1 .42 2A 6C Journey Level 13.29 1 .40 2A 6C - ELECTRICIANS - POWERLINE CONSTRUCTION Journey Level Lineperson 22.34 5 .78 4A 5A 8E Cable Splicer 24 .73 5 .86 4A 5A 8E Certified Line Welder 22.34 5 .78 4A 5A 8E Pole Sprayer 22.34 5 .78 4A 5A 8E Heavy Line Equipment Operator 22.34 5 .78 4A 5A 8E Line Equipment Operator 19.27 4 .68 4A 5A 8E Head Groundperson 16.86 4 .59 4A 5A 8E Powderperson 16.86 4 .59 4A 5A 8E Jackhammer Operator 16.86 4.59 4A 5A 8E Groundperson 15 .85 4.56 4A 5A 8E " ELECTRONIC TECHNICIANS AND TELECOIFUNICATION TECHNICIANS Journey Level 12.07 0.00 1 ELEVATOR CONSTRUCTORS Mechanic in Charge 27.79 7.80 4A 60 Mechanic 24.70 - 7.61 4A 60 - . Constructor 17.29 7. 17 4A 60 Probationary Constructor 12.35 0.00 4A 60 ** FABRICATED PRECAST CONCRETE PRODUCTS All Classifications 13 .50 0 .00 1 Page 56 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAGIT COUNTY (SEE BENEFIT CCOE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE CCOE CODE FENCE ERECTORS AND FENCE LABORERS Fence Erector 13.80 0 .00 1 Fence Labor 11 .60 • 0.00 1 :7-.: FLAGGERS Journey Level 14.46 4.45 1M 50 * GLAZIERS Journey Level 14 .53 0.00 1 * GREENHOUSE ERECTORS Greenhouse Erector 8.00 0.00 1 " HEAT AND FROST INSULATORS (ASBESTOS WORKERS) . MECHANIC 24 .69 . 5.01 1J 6R $* HEATING EQUIPMENT MECHANICS Journey Level 16.04 2.41 1J 5A INDUSTRIAL ENGINE MECHANICS Industrial Engine Mech. 12.86 2.74 1 '7* INDUSTRIAL VACUUM POWER CLEANER Journey- level 7.90 1 . 17 1 INLAND BOATMEN Operator 17.59 2.96 1K 50 Enoineer-Deckhand 16.81 2.96 1K 50 Deckhand 15 . 19 2.45 1K 50 " INSPECTION, CLEANING, SEALING OF SEWER AND WATER SYSTEMS Technician 6.25 0 .00 1 Cleaner Operator , Foamer Operator 8.25 1 .48 1 TV Truck Operator 8. 75 1 . 78 1 Grout Truck Operator 9. 50 1 .98 1 Head Operator 10.50 2.28 1 INSULATION APPLICATORS Journey Level 16.58 0 .00 1 IRONWORKERS JOURNEY LEVEL 20.25 8.77 1B 5A " LABORERS Asphalt Raker 19 .62 4.45 1M 50 Ballast Regulator Machine 19 . 14 4 .45 1M 5D Batch We i ghman 14.46 4 .45 1M 50 Cassion Worker 19.98 4 .45 1M 50 Carpenter Tender 19. 14 4 .45 1M 50 Cement Dumper/Paving 19.62 4 .45 1M 50 Cement Finisher Tender 19. 14 4.45 1M 50 Chipping Gun 19. 14 4.45 1M 50 Chuck Tender 19. 14 4.45 1M so Clean-up Laborer 19. 14 4.45 1M 50 Concrete Form Stripper 19. 14 4.45 1M 50 Concrete Saw Operator 19.62 4.45 1M 50 Crusher Feeder 14.46 4.45 1M 50 Curing Concrete 19. 14 4 .45 1M 50 Demolition - Wrecking and Moving 19. 14 4.45 1M 50 ( including charred materials) Diver 19 .98 4.45 1M 50 Grill Operator (Hydraulic , Diamond, Air Trac) 19.62 4 .45 1M 50 Page 57 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAGIT COUNTY (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE COOE CODE Epoxy Technician 19. 14 4.45 1M 50 Faller/Bucker-Chain Saw 19.62 - 4 .45 1M 50 Final Detail Cleanup 12. 14 4.45 1M 50 Gabion Basket Builder 19.14 4045 1M 50 General Laborer 19. 14 4.45 1M 50 Grade Checker and Transit Man 19.62 4.45 1M 50 Grinders 19. 14 4.45 1M 50 Hazardous Waste Worker Level A 19.98 4.45 1M 5D Hazardous Waste Worker Level B 19.62 4.45 1M 59 Hazardous Waste Worker Levels C and 0 19. 14 4.45 1M 50 High Scaler 19.62 4.45 1M 50 Hod Carrier/Mortarman 19.62 4.45 1M 5D Jackhammer 19.62 4.45 1M 5D Miner 19.98 4.45 1M 5D Nozzleman - Concrete Pump, Green Cutter when 19.62 4.45 1M 5D using high pressure air and water on concrete and rock, sandblast , Gunite, Shotcrete, Water Blaster Pavement Breaker 19.62 4 .45 1M 50 Pilot Car 14.46 4.45 1M 50 Pipe Reliner (not insert type) . 19.62 4 .45 1M 5D Pipelayer and Caulker 19 .62 4.45 1M 50 Pot Tender 19. 14 4.45 1M 5D Powderman 19 .98 4 .45 1M 50 Powderman Helper 19 . 14 4 .45 1M 50 Railroad Spike Puller (power) 19.62 4.45 1M 50 Re-Timberman 19.98 4 .45 1M 5D Spreader (Concrete) 19.62 4 .45 1M 50 Spreader - Clary Power or Similar Types 19.62 4.45 1M 50 Stake Hopper 19. 14 4.45 1M 50 Tamper (Multiple and Self Propelled) 19.62 4.45 1M 50 Tamper and Similar Electric, Air and Gas 19.62 4 .45 1M 5D Toolroom Man (at job site) 19 . 14 4 .45 1M 5D Topman - Tailman 19. 14 4.45 1M 50 Trackliner (Power) 19.62 4 .45 1M 50 Tugger Operator 19. 14 4 .45 1M 50 Vibrating Screed (air, Gas, or Electric 19. 14 4 .45 1M 5D Vibrator 19.62 4 .45 1M 50 Well -Point Person 19.62 4 .45 1M 50 " LABORERS - UNDERGROUND SEWER AND WATER CONSTRUCTION GENERAL LABORER 19 . 14 4 .45 1M 50 PIPELAYER 19.62 4.45 1M 5D " LANDSCAPE CONSTRUCTION Irrigation Equipment Installers 11 .42 0.00 1 Irrigation & Landscape Equipment Operators 7.81 0 .00 1 Landscaping or Planting Laborers 7.93 0.00 1 "" LATHERS JOURNEY LEVEL 21 .72 5 .55 1J 6H " MACHINISTS (HYDROELECTRIC SITE WORK) Machinist 16.84 0.00 1 " MATERIAL SUPPLIER - TRANSIT MIX Driver 14 .47 0.00 1 " METAL FABRICATION ( IN SHOP) Fitter/Welder 15 . 16 0.00 1 Machine Operator 10 .66 0.00 1 Painter 11 .41 0.00 1 Laborer 11 . 13 0.00 1 • Page 58 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAGIT COUNTY (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE CODE CODE ag PAINTERS JOURNEY LEVEL 19.04 3 . 15 1 5A T' ' PLASTERERS JOURNEY LEVEL 21 .34 6.75 18 5A PLAYGROUND AND PARK EQUIPMENT INSTALLERS Journey Level 7.93 0.00 1 "' PLUMBERS AND PIPEFITTERS All Classifications 27.44 8. 14 18 5A POWER EQUIPMENT OPERATORS A-Frame Crane over 10 ton 22.05 5 .81 1N 5D 8L A- Frame Crane, 10 tons and under 19.95 5 .81 1N 50 8L Assistant Engineers (Oilers) 19.95 5 .81 1N 5D 8L Backhoe 75 HP & under 22.05 5 .81 iN 50 8L Backhoe 75 HP & over 22.41 5 .81 1N 50 8L Backhoe 3 yds & under 22.41 5 .81 1N 50 8L Backhoes over 3 yards to 6 yards 22.85 5 .81 1N 50 8L Belt Loaders - Elevating Type 22.05 5 .81 1N 50 8L Bobcat 19 .95 5 .81 iN 50 EL Brooms 19.95 5 .81 1N 50 8L Bump Cutter 22.41 5 .81 IN 50 8L Cableways 22.85 5 .81 1N 50 EL Chipper 22.41 5 .81 1N 50 8L Compressors 19.95 5 .81 1N 5D 8L Concrete Batch Plant 22.41 5 .81 1N 5D 8L Concrete Pumps 22.05 5 .81 iN 50 8L Conveyors 22.05 5 .81 1N 5D 8L Crane - 200 tons and over, or 250 ' of boom 23 .85 5 .81 1N 50 8L including jib with attachments . Crane - 100 Tons thru 199 Tons 23..35 5 .81 IN 50 8L or 150 Ft . Boom including Jib and over Crane - 45 Tons through 99 tons or 22.85 5 .81 1N 50 8L 150 Ft . of Boom Crane - Overhead, Bridge Type (45 - 99 tons) 22.85 5 .81 1N 50 8L Crane - Overhead, Bridge Type 100 T . and Over 23 .35 5 .81 IN 50 EL Crane - Overhead, Bridge Type (20 - 44 tons) 22.41 5 .81 1N 50 8L Cranes - 20 - 44 tons 22.41 5 .81 iN 5D 8L Cranes - through 19 tons 22.05 5 .81 1N 50 8L Crushers 22.41 5 .81 IN 50 8L Deck Engineer/Deek Winches (power) 22.41 5 .81 1N 5D 8L Derrick, Building 22.85 5 .81 1N 50 8L ' Dozers, 0-9 & under 22.05 5 .81 1N 5D 8L Drill Oilers - Auger Type 22.05 5 .81 1N 50 EL Drilling Machine 22.41 5 .81 iN 50 8L Equipment Service Engineer (Oiler) 22.05 5 .81 1N 50 8L Finishing Machine/Curb Extruder 22.41 5 .81 1N 50 8L Fork Lifts, under 3000 lbs 19.95 5 .81 1N 50 EL. , Fork Lifts, 3000 lbs and over 22.05 5 .81 iN 50 EL Grade Engineer 22.05 5 .81 1N 50 8L Gradechecker and Stakeman 19.95 5 .81 1N 5D EL Hoists, Air Tuggers, 22.05 5 .81 1N 50 8L Hydralifts/Boom Trucks 10 tons and under 19.95 5 .81 1N 50 EL Hydralifts/ Boom Trucks over 10 tons 22.05 5 .81 iN 50 8L Loaders, 8 yds & over 23 .35 5 .81 1N 50 8L Loaders, Overhead 6 yards up to 8 yards 22.85 5 .81 1N 50 8L Loaders, Overhead under 6 yards 22.41 5 .81 1N 50 EL Locomotives, All 22.41 5 .81 1N 50 EL Mechanics, All (Welders) 22.41 5 .81 1N 50 8L Mixers, Asphalt Plant 22.41 5 .81 1N 50 EL Motor Patrol Grader - Non- finishing 22.05 5 .81 1N 50 EL Page 59 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAG I T COUNTY (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE CODE COO E • Motor Patrol Grader - Finishing 22.41 5 .31 1N 50 8L Mucking Machine, Mole, 22.85 5 .81 1N 50 8L Tunnel Drill and/or Shield Oil Distributors, Blowers, etc. 19.95 5 .81 IN 50 8L Pavement Breaker 19.95 5 .81 1N 50 8L Permanent Shaft- type Elevator or Mantift 19.95 5 .31 1H 50 8L Piledriver (Other than Crane Mount) 22.41 5 .81 1N 50 8L Plant Oiler (Asphalt Crusher) 22.05 5 .31 1N 5D 8L Posthote Digger, Mechanical 19.95 5 .81 iN 5D 8L Power Plant 19.95 5 .81 IN 50 8L Pump Truck Mounted 22.41 5 .81 1N 5D 8L Concrete Pump with Boom Attachment Pumps , Water 19.95 5 .81 1N 50 8L Quad 9 and Similar, 0- 10 and HD-41 22.85 5 .81 1N 50 8L Remote Control Operator 22.85 5 .81 1N 50 8L Rollagon 22.85 5 .81 1N 50 EL Roller, Other than Plant Road Mix 19.95 5 .81 iN 5D 8L Rollers, Plantmix or 22.05 5 .81 1N 50 EL Multilift Materials - Composition Materials Rota-Mill , Roto-Grinder 22.41 5 .81 1N 5D 8L Saws, Concrete 22.05 5 .81 1N 5D 8L Scrapers - Carry All 22.05 5 .81 1N 50 81. Scrapers , Concrete 22.05 5 .81 1N 50 EL Scrapers , Self-propelled 45 yards and over 22.85 5 .81 1N 5D EL Scrapers, Self-propelled under 45 yards 22.41 5 .81 1N 50 8L Screed Man 22 .41 5 .81 1N 5o EL Shotcrete Gunite 19.95 5 .81 iN 50 8L Shovels and Attachments, 6 yards & over 23 .35 5 .81 IN 5o EL Shovels 3 yds & under 22.41 5 .81 1N 50 8L Shovels over 3 yards to 6 yards 22.85 5 .81 1N 5o 8L Slipform Pavers 22.85 • 5 .81 1N 50 8L Spreader, Topside Operator 22.05 5 .81 1N 50 EL Sub-grader - Trimmer 22 .41 5 .81 1N 50 8L Tower Crane 23 .35 5 .81 1N 50 EL Tractors 75 HP & under 22 .05 5 .81 iN 50 8L Tractors over 75 HP 22. 41 5 .81 1N 50 EL Transporters, All Track or Truck Type 22.85 5 .81 1N 50 8L Trenching Machines 22 .05 5 .81 1N 50 8L Truck Crane Oiler/Driver - 100 T. & over 22.41 5 .81 1N 50 8L Truck Crane Oiler/Driver - under 100 T . 22.05 5 .81 1N 5D 8L Wheel Tractors , Farman Type 19.95 5 .81 1N 50 8L YoYo Dozer 22.41 5 .81 1N 50 8L '" POWER EQUIPMENT OPERATORS - UNDERGROUND SEWER AND WATER CONSTRUCTION (SEE POWER EQUIPMENT OPERATORS) "" POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE 19.61 4.69 4A 5A TREE TRIMMER 16.93 4 .60 4A 5A LINE CLEARANCE EQUIPMENT OPERATOR 18.65 4.65 4A 5A SPRAY PERSON 18.33 3 .94 4A 5A TREE TRIMMER GROUNOPERSON / CHIPPER OPERATOR 11 .87 3 .72 4A 5A t=' REFRIGERATION AND AIR CONDITIONING MECHANIC MECHANIC 27.68 0.00 1 page 60 . WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAGIT COUNTY (SEE BENEFIT CCOE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY NOTE CLASSIFICATION RATE BENEFITS CODE CCOE COOE ** RESIDENTIAL CONSTRUCTION Res. Carpenters 11.85 3.50 1 Res. Communication Tech. 12.07 0.00 1 Res. Drywall Tapers 18.95 0.00 1 Res. Electricians 22.05 0.00 1 Res. Electronic Tech. 12.07 0.00 1 Res. Glaziers 10.72 0.00 1 Res. Insulation Appl. 11.00 2.96 1 Res. Laborers 7.61 0.00 1 Res. Painters 10.00 0.00 1 Res. Plumbers 16.97 0.00 1 Res. Refrigeration Mech. 12.21 3.55 1 Res. Air Conditioning 12.21 3.55 1 Res. Sheet Metal Mech. 13.55 2.70 1 Res. Sprinkler Fitters - Fire Protection 15.50 3.32 1R 5C ** ROOFERS AND WATERPRCOFERS JOURNEY LEVEL 17.95 3.90 20 5H IRRITABLE MATERIALS 19.95 3.90 20 5H " SHEET METAL WORKERS MECHANIC 22.21 6.21 1Z 58 SIGN HANGERS All Classifications 14.30 1.73 1 • SIGN MAKERS AND INSTALLERS (ELECTRICAL) Journey Level 14.30 1.73 1 Stock Person 7.17 1.52 1 " SOFT FLOOR LAYERS Journey Level _ 10.88 0.00 1 ** SOLAR CONTROLS FOR WINDOWS Journey Level 5.20 0.41 1C 5X ** SPRINKLER FITTERS - FIRE PREVENTION JOURNEY LEVEL 26.59 10.39 1J 5C ** STAGE RIGGING MECHANICS (Non Structural) Mechanic 10.50 2.73 1 ** SURVEYORS Chain Person 9.35 0.00 1 Instrument Person (Junior Engineer) 11.40 0.00 1 Party Chief 13.40 0.00 1 ** TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER 17.71 3.06 16 5A SPECIAL APPARATUS INSTALLER I 17.71 3.06 18 5A SPECIAL APPARATUS INSTALLER II 17.29 3.04 1B 5A INSTALLER - REPAIRER 16.86 3.02 16 5A TELEPHONE EQUIPMENT OPERATOR - HEAVY 17.71 3.06 18 5A TELEPHONE EQUIPMENT OPERATOR - LIGHT 16.27 2.98 18 SA JOURNEY LEVEL TELEPHONE LINEPERSON 16.27 2.98 1B 5A HOLE DIGGER/GROUND PERSON 8.66 2.52 18 5A TREE TRIMMER 16.27 2.98 18 5A POLE SPRAYER 16.27 2.98 16 5A TELEVISION SYSTEM TECHNICIAN 14.43 2.87 18 5A TELEVISION TECHNICIAN 12.70 2.76 18 5A TELEVISION LINEPERSON 11.67 2.70 18 5A TELEVISION GROUND PERSON 8.08 2.48 18 5A • Page 61 WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS - EFFECTIVE 03-03-95 SKAGIT COUNTY (SEE BENEFIT CODE KEY) HOURLY HOURLY OVER WAGE FRINGE TIME HOLIDAY MOTE CLASSIFICATION RATE BENEFITS CODE CODE CODE TERRAZZO WORKERS AND TILE SETTERS JOURNEY LEVEL 22. 12 4.96 1N 5A TILE, MARBLE AND TERRAZZO FINISHERS FINISHER 17.70 4.96 1N 5A " TRAFFIC CONTROL STRIPERS JOURNEY LEVEL 18. 14 4. 11 1K 5A TRUCK DRIVERS A-Frame or Hydralift Trucks or Similar 21 .22 5 .61 1M 50 EL Buggymobile and Similar 21 .22 5.61 1M 50 8L Bulk Cement Tanker 21 .22 5 .61 1M 50 8L Bull Lifts, or Similar 20.64 5 .61 1M 50 8L Equipment (Not Warehousing) Bus or Employee Haul 20.64 5 .61 1M 50 8L Dumpster 0 - less than 16 yards 20 .64 5 .61 1M 50 8L Dumpster 16 - 30 yards 21 .22 5 .61 1M 50 8L ( Fifteen cents (S. 15 ) per hour increase for each 10 Yard increment over 30 Yards. ) Escort Oriver/Pilot Car 15 .48 5 .61 1M 50 8L Explosive Truck ( Field Mix) and Similar 21 .22 5 .61 1M 50 8L Flatbed Truck - Dual Rear Axle 20 .64 5 .61 1M So 8L Flatbed Truck - Single Rear Axle 18.88 5 .61 1M 50 8L Fuel Truck, Grease Truck, Greaser, Battery 20 .64 5 .61 1M 50 8L and/or Tire Service Man Hyster (Hauling Bulk Loose Aggregates) 21 .22 5 .61 1M 50 8L Leverman and Loaders at 20 .64 5 .61 1M 50 8L Bunkers and Batch Plants Lowbed and Heavy Duty Trailer: 21 .22 5 .61 1M SD 8L Mechanic 20 .98 5 .61 1M 50 8L Mechanic Helper - 20.39 5 .61 1M 50 8L Oil/Transport Tanker 20.64 5 .61 1M 50 8L Oil Distributor Driver 21 . 22 5 .61 1M SD 8L Pick-Up Truck 18.88 5 .61 1M 5D 8L Pickup Sweeper 18.88 5 .61 1M 50 EL Scissors Truck 20 .64 5 .61 1M 50 8L Slurry Truck 20 .64 5 .61 1M 50 8L Sno-go and Similar 20 .64 5 .61 1M 50 8L Spreaders, Flaherty 21 .22 5 .61 1M 50 8L Straddle Carrier (Ross, Hyster, and Similar) 20 .64 5 .61 1M 50 8L Swamper 20 .64 5 .61 1M 50 8L Team Driver 20 .64 5 .61 1M 50 8L Tractor, Small Rubber-Tired 20 .64 5 .61 1M 50 8L Vacuum Truck 20 .64 5 .61 1M 50 EL Warehouseman & Checkers 20.64 5 .61 1M 50 8L water Wagon & Tank Truck: 0 - 3000 gal 20 .64 5 .61 1M 5D 8L Water Wagon & Tank Truck: Over 3000 gal 21 .22 5 .61 1M 5D 8L Winch Truck 20 .64 5 .61 1M 50 8L Wrecker, Tow Truck, and Similar 20.64 5 .61 1M 50 8L ' \ ELL DRILLERS Irrigation Pump Installers 11 .60 0.00 1 Oiler 9 .45 0 .00 1 Well Driller 11 .60 0.00 1 Page 62 BENEFIT CODE KEY EFFECTIVE 03-03-95 OVERTIME CODES ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS), SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SATURDAY AND SUNDRY(EXCEPT MAKEUP DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKEUP DAYS DUE TO INCLEMENT WEATHER) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON SATURDAY,AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE • HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 0. ALL HOURS WORKED ON SATURDAYS (EXCEPT FOR MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. S. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE PLUS HEALTH AND WELFARE AND VACATION. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE PLUS HEALTH AND WELFARE AND VACATION. T. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. FOR ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK AND FOR ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS,THE HEALTH &WELFARE,AND VACATION BENEFITS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE. PENSION AND TRAINING SHALL BE PAID AT THE REGULAR HOURLY RATE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. SATURDAYS AND SUNDAYS MAY BE WORKED AS A MAKE-UP DAY AT THE PREVAILING HOURLY RATE OF WAGE (NO OVERTIME) WHEN WORK IS LOST DUE TO ANY REASON BEYOND THE EMPLOYERS CONTROL. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. Page 63 BENEFIT CODE KEY EI.I.CTIVE 03-03-95 1. Z. THE FIRST EIGHT HOURS ON THE FIRST SHIFT ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON SATURDAYS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX(6)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT(8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TLMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS .SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE HOLIDAY PAY. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THEE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. A ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES A HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). E3 HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY A.F.I tR THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8). C HOLIDAYS: NEW YEAR'S DAY, WASHNGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY Al-I ER THANKSGIVING DAY,AND CHRISTMAS DAY(8). D HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY,THANKSGIVNG DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVNG DAY,AND CHRISTMAS DAY(8). F HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY,THANKSGIVNG DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY (9). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVNG DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). H. HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY Ar 1tR THANKSGIVNG DAY,AND CHRISTMAS(6). • Page 64 BENEFIT CODE KEY EFFECTIVE 03-03-95 {. I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY. AND CHRISTMAS DAY(6). J. HOLIDAYS: NEW YEARS DAY. MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY. THANKSGIVNG DAY. THE FRIDAY AFTER THANKSGIVNG DAY,DECEMBER 24TH.CHRISTMAS DAY,AND DECEMBER 31ST(9). M. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(8). N. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS'DAY,THANKSGIVNG DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). 0. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY,AND CHRISTMAS DAY(6). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY. AND CHRISTMAS DAY(6). • S. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY,THANKSGIVNG DAY,.AND CHRISTMAS DAY(7). T. PAID HOLIDAYS: SEVEN(7)PAID HOLIDAYS. U. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY,CHRISTMAS DAY.AND A DAY OF THE EMPLOYEES CHOICE(7). V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. W. PAID HOLIDAYS. NINE(9)PAID HOLIDAYS. • X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY. WASHINGTON'S BIRTHDAY. MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. THAANKSGIVNG DAY.CHRISTMAS DAY AND A FLOATING HOLIDAY(8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY, PRESIDENTIAL ELECTION DAY.THANKSGIVNG DAY.THE FRIDAY FOLLOWING THANKSGIVNG DAY.AND CHRISTMAS DAY(8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY. THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVNG DAY.AND CHRISTMAS DAY(8). 6.. A. PAID HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY. CHRISTMAS EVE DAY, AND CHRISTMAS DAY(7). B. HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. THE DAY AI-1 ER THANKSGIVING DAY. THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY, AND THE DAY BEFORE NEW YEAR'S DAY(9). C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY. THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY(9). E. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, LAST MONDAY IN MAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVNG DAY,FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(9). F. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,THANKSGIVING DAY. FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(9). H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY.THANKSGIVNG DAY.THE FRIDAY AI.1 ER THANKSGIVING DAY,AND CHRISTMAS DAY(8). I. PAID HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). Page 65 BENEFIT CODE KEY • EFFECTIVE 03-03-95 6. M. PAID HOLIDAYS: THANKSGIVING AND CHRISTMAS. UNPAID HOLIDAYS: NEW YEAR'S DAY. MEMORIAL. DAY.INDEPENDENCE DAY. LABOR DAY AND THE DAY Al-I tR THANKSGIVING. N. PAID HOLIDAYS: MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAYS: NEW YEAR'S DAY AND THE DAY AFTER THANKSGIVING DAY. Q. PAID HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY: PRESIDENTS'DAY. R. HOLIDAYS: NEW YEAR'S DAY;MARTIN LUTHER KING, JR. DAY; WASHINGTON'S BIRTHDAY; MEMORIAL DAY: INDEPENDENCE DAY; THANKSGIVING DAY; THE FRIDAY AFTER THANKSGIVING DAY: AND CHRISTMAS DAY(8). S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY. CHRISTMAS EVE DAY, AND CHRISTMAS DAY(8). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY.AND CHRISTMAS DAY(9). U. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. THAN``KSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY. CHRISTMAS DAY.AND A FLOATING HOLIDAY(9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY. DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY. .AND EMPLOYEES BIRTHDAY(9). • NOTE CODES 8. B THE WAGE RATES AND DEPTH PREMIUMS ARE FOR SURFACE SUPPLIED DIVERS AND SCUBA DIVERS. THE STANDBY NDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL S I.00 PER HOUR. E. ALL CLASSIFICATIONS. INCLUDING ALL APPRENTICES. REPORTING TO AN EMPLOYER'S DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMUM OF FOUR (4) HOURS IN ANY ONE (1) DAY SHALL RECEIVE A PER DIEM ALLOWANCE OF TWENTY-FOUR DOLLARS (524.00) IN ADDITION TO THE PREVAILING HOURLY RATE OF WAGE AND FRINGE BENEFITS. F. FIVE (5) DAYS VACATION AFTER ONE YEAR OF SERVICE. TEN (10) DAYS VACATION AFTER THREE YEARS OF SERVICE. J. NO WORK SHALL BE PERFORMED ON LABOR DAY OR CHRISTMAS DAY EXCEPT WHEN LIFE OR PROPERTY IS IN IMMINENT DANGER. SHOULD ANY OF THESE HOLIDAYS FALL ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED A LEGAL HOLIDAY. K. VETERANS DAY AND THE FRIDAY AFTER THANKSGIVING ARE OPTIONAL HOLIDAYS AND ARE PAID AT THE REGULAR RATE OF PAY ONLY WHEN WORKED. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: S0.75, • LEVEL B:S0.50, AND LEVEL C:S0.25. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: SI.00, LEVEL B:S0.75,LEVEL C:S0.50, AND LEVEL D:S0.25. R. FIVE(5)DAYS VACATION PER YEAR. U THE PREVAILED VACATION AMOUNT REPRESENTS THE COST TO A CONTRACTOR OR SUBCONTRACTOR WHICH MAY BE REASONABLY ANTICIPATED IN PROVIDING THE FOLLOWING VACATION PLAN: ONE WEEK AFTER ONE YEAR TWO WEEKS AFTER TWO YEARS. THREE WEEKS AFTER EIGHT YEARS. FOUR WEEKS AFTER SIXTEEN YEARS. TWELVE HUNDRED HOURS MUST BE WORKED IN A YEAR'S TIME TO BE ELIGIBLE. Page 66 fur isigi MU SECTION 4)0200 SUBCONTRACTOR LISTING 1l Project Name: _ Contractor: ♦ ient%ctwo( - - • • • - • ..�,:ay.� -1.4f-- 9 - 403 <..�" SUBCONTRACTOR LISTING -The following list identifies categories of work and firms whose subcontract will exceed ten percent of the submitted bid price. The bidder shall not list more than one ,.._.-'s - " subcontractor for each category of work identified, unless subcontractors vary with `'' ,. bid alternates in which case the bidder must indicate which subcontractor will be used 3:;;,-; . ,.w for which alternate(s). If a category of work will not be subcontracted, the bidder yr % Y must list itself. . ' - - .. .. • • - k4 • . .- •- - - , - • • '• L - - on. co Limn in t e 1s •. •- .,;: y, ' .. /'- . or T Contractor Firm Name Ir'•to- . "•"•'- Work Category Contract Amount • � a_ r . 1 • V s ' ,_ 2) � y .4....:,-- ,:--1• 4) 4 3 _ 5)tip_^` 7r ,� 7) ,,„.. ;..: _ If additional space is required, provide same level of information on separate shee Name of Firm r' Signed by Official Capacity i ti. 05/05/95 RSO 00200 - S15 , •: hd11L 7,7ri` �.9-90, QI Ir _ I--13 3Ib9 HOI add ANY CHANGES TO THE APPROVED PLANS MUST BE APPROVED BY THE BUILDING OFFICIAL.. CFR 8y (;obi y DO NOT OCCUPY BUILDING UNTIL CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. PENALTY BY FINE. I FOR ELECTRICAL INSPECTION CONTACT DEPT. OF LABOR AND INDUSTRIES 525 E. COLLEGE WAY, SUITE H MOUNT VERNON, WA 98273 (360) 416-3000 CITY OF ANACORTES PERM ER APPROVED PLANS PERMIT NO. 1 J i ,OL ADD?.:S>: k2k\ _` APPROVED BY:_in ----------------, VE SUBJECT OR VIOLATION OF CODE IS NOT WC UDIED,r' w 1 1 I F A OB { . . 1 ® t to t~ J \ (V co 0-3 \ O ,o z • • • • • • Q W O 2-I (7) 2-2(4) 2-5(4) 2-4(6) 2-5(4) 2.6(4) 2-1(2) 0 a is so am= SIM Li co z c O r n Q O to LC m Q Ln cc 70'-O° I I— N hI / 25' O" / - 20'-0° / 251- / • I / 1 C) `/ Lb x rj! : 4-1 4- ) • 4-3(10) 4-4(6) 4-5(15) 4-6( 5) a C - - �� AS-I • • • a • • 0 CC.) ' EXISTING GRADE =15.0t � �EXISTING GRADE =15.Ot N �'r `f` Li -1Ni‘ SHEARNALL KEY PLAN: Q lit. = I'-O" Q LEGEND: ,- LENGTH (FT) I� 2-4 (6) jr- '� ARnALL 0 �# b-C." B O / 6. O„ / WALL • Cr Isi SHEARNALL SCHEDULE: W Q IN EXI«TIN& GRADE =15.0t EXISTING GRADE =150t \,. EXISTING GRADE =15.03 EXISTING GRADE =15.0t Q C) LINE • SHEATHING SIDES NAILING ANCHOR BOLT ' MATERIAL SHEATHED SCHEDULE BOLT (DIA) SPACING cr Q J J U LJ J` TT__ 'r L] 1J L L \ 2 vr' PLYWOOD ed o b" 0C V2" 4e" OC LU . ,---_-_-.- -- -__- L 4 I/2" PLYWOOD 9d O b" oc !/2' 48" OC M V: -- - ----, B I/2" PLYWOOD 2 IOd o 3" oc 3/4' 16" OC / \ I,,� - G I/2" PLYWOOD I IOd • 3" oc 3/4" 32" OC O 1- O C Q O L Q �2.,/ HDBA W/(2J 5 C .0 2' J / HDBA HD5A HD5A GOLD JOINT HDSA HD5A HD5A HDBA 2x STUDS (� � f f� - L \ \ STUD QUANTITY I \ l\ - - -- ----------- -- ---. - . . 1 SIZE PER HOLDOWNN SCHEDULE , A36 STEEL PLATE_ / b" xb" xt' (see tale below) a HD2OA HOEDOWN W/ bx STUD SLAB REINFORCEMENT THICKENED SLAB EDGE 0 1 I4 x 4 -W4 xW4 W W.F \ (2) •4 REINFORCED EIhBAR O &E7 (TYPICAL -GOLD JOINT J II • O SAW-GUT 4" CONCRETE SEA$ AT ALL BUILDING AND WALKWAY e m (0 // CONTROL ILf_,J� GOLD JOINTI / 1 / JOINT EDGES) /// 5LA$ ON GRADE OVER HDBA W/(2) k) - - 6 MIL VAPOR BARRIER /2x STUDS Z I f (n = CASE A CASE _tr-- fC N.T.S. N.T.S. a ya _ TOP OF SLAB EL. _ +I6' O" t1 j — M CO i - NOTE` Li 16'-1 3/8" 16'-1 3/5" 18'-4 5/5" 18'-4 5/8" `D USE CASE A IF DEPTH OF CONCRETE FOOTING IS / / / ----- / / in E'U ENOUGH, OTHERWISE S CASE B. �� p ' , 9 \ 4 HOLPO SCHEDULE z I — 6" HIDE X q 1/4" HIGH CONCRETE 2 � I CURB, REINF IN/ I •4 BAR CONT. A HOLDOWN STUD BOLT CASE A CASE B I0�11 AND *4'5 AT 18" OC INTO SLAB k A5 GAT. No. cal cry DIA. Le BOLT_roof j Le b t BOLT W W WITH IN 4" OF ENDS HDBA W/(2) TYPE �• ~ STUDSHD2OA bx 1-1/4" 20 A3Q7 12 31/2" 3/4" A301 THICKEN SLAB TO SEE FLOOR PLAN SHEET 2x I'-"-1 \i 8"DEEPx lb" WIDE A3 I FOR LOCATION OF HDBA 2x 2 V8" 24 STAB28 10 3" 3/4" A301 0 _j IN/ (2) •4'S CONT. �\ THESE WALLS C al HDBA 2x I 1/8' 12 A301 6 2" 1/2" A301 Z HD5A 2x f'\ ! 3/4' 10 A301 b 2" 3/8" A30T O : _- _ __-._._ _ _---__ �a HD2A 2x 5/9" B A301 4 2" I/4" A301 ! `^ V 4'.'.. .. ,.,:.#,°p.C':.,.i„"!�Hel1 - s.,Gw+ -L'.::..xi..'MF?i' —.r.w,4.. ..� —: �_• -- .V - 1_ j HD20A HOEDOWN �(J�„J� a. W/ bx STUD v FLOOR PROVIDE REGE55 iii9. DRTIAP .,} IN FLOOR FOR rn Y SHOWER A5 Q REQUIRED to < HD2A IMILAR 'n±± H HD2A /---re'l 1 r!"r.,.L. W.I 9 i':-.;,Y.,In _ 1 ")" kL HD2A D2A HD2A HDBA W/ 2 = ) / GOLD JOINT EXPANSIONCONTROL JOINT 2x STUDS �1 = ( JOINT U Y1 0 .;&) D 1 SIM. r, , ( ' I ti 1 I n --/ ' n 1 n ,rl rzl n n r r /( " / I ( isiN. \ , E -- "— S 6'-O" r 4560_./ SEC POST BASE DETAIL EXISTING GRADE = +14'-1"± i Li Xi T'NG GRAPE =150 SHEET A3-22 FOR TYPICAL 4" FINI..I LED TOP OF SLAB = +15'-10 I/2" I I POST I SLAB GONNEGTION. ) J / / I•'S';:.,jH11 4,`jy ,, • k 6'-O' 29' 8" / 40' 4" / 6' O" —f NOTES: Q I. WELDED WIRE FABRIC SHALL BE SPLICED Ci BY OVERLAPPING ONE SPACING OF GROSS ��J a a a WIRES +2" d NW VCar / } ^ T FLAN GOLD JOINTS ARE ACCEPTABLE BUT FOUNDATION I ON I-p LAN REINFORCEMENT SHALL BE GONTIHUWUS x Z / SCALE / 1 ■ m Z 0 I' 2' 4' 8' W W REVISED 6/30/415 (i. p_'ThT DATE- _ 06/30/95 PROJECT DIR NAME -- SV-ABR-�'RK DRAWING NAME SHBRA2-1 blank I NOTE: CONFIRM 5TYL.E ANC RAIL 51ZE5 WITH HARCWARE SCHEDULE DOOR 5GHEOULE v-----r-- O Q DOOR 140. 0. WIDE HIGH THICK TYPE MATERIAL FIN15H LABEL FRAME - ELEVATION INFO. TYPE FIN15H FACTOR DOOR MATERIAL FINSK I - 501TED S F-i FACTORY PRIMED EXTERIOR, FIELD PAINT INSULATED SAFETY GL/L55 FACTORY TRANSPARENT INTERIOR FINISH 2 -SOLID-GORE WOOD Fl-U5H F-2 FACTORY TRANPARENT FINISH 3 - SOLID -WOOD PANEL EDhI SIDES REMARKS 3'-0" 6'-8" 1-3/4" A I F-1 I W-I F-I .39 MAX TRANSOM, ALUM. THRESHOLD, WEATHERSTRIP 2 3'-01 b'--8a 1-3/4" A I F-I I W-I F-I .3q MAX TRANSOM, ALUM. THRESHOLD, , W I-3/4" E 2 F-! 3 W-1 F-I 3g MAX DOUBLE DOORS 4 3'-C" 0'-8" 1-3/4" B 3 F-I I W-3 F-I 3q MAX TRANSOM, ALUM. THRESHOLD, WEATHERSTRIP (SEE NOTE •2 SHEET ) -1 RE: EXTRA TRthP1ER5 5 3'-o" 6'-8" 1-3/4" B 3 F-I I W-I F-I .3g MAX TRANSOM, ALUM, THRESHOLD, WEATHERSTRIP -3/4" B 3 F-I i W-I F-I .3q MAX TRANSOM, ALUM. THRESHOLD, WEATHERSTRIP 3'-0" 6'-81. 1-3/4" B 3 F-I ! W-I F-I .3q MAX TRANSOM, ALUM. THRESHOLD, WEATHERSTRIP 8 6'-8" 1-3/4" A I F-I I W-I F-I .3g MAX TRANSOM, ALUM. THRESHOLD, WEATHERSTRIP 9 3'-0" 6'-8"� 1-3/4" G 2 F-2 2 W-1 F-I o -� 0'-0" b.-50 " F-I DOUBLE DOORS -3/4" G 2 F-2 2 W-2 51MILIAR F-I PROVIDE DOOR SWEEP d VNEATHER5TRIP Si 112" F'L 2xb0 TRIM VARIES_—_ 1 4, > 0 FRAME ELE�,ATIONS cy-ALE ' '/a 4' 8' 4EADER G.W.B. U 5HIM CORNER BEAD MAID IN LEVEL d 50UARE (DO NOT SLOPE) NINDOW HEAD PROVIDE SHIMS UNDER LINER 50 REVEAL 15 EQUAL ALL AROUND WINDOW d TO ADJACENT WINDOWS r X WOOD LINER SHIM I i �� ry :I 1 i� 7\ PLA5.LAM KRAPPED SIDING 3/4" WOOD STOOL �_ 2 I/2" PL+wD---.1 L..I X 6 STUDS �,.'NER BEAD IN LEVEL d 500ARE NOT SLOPE) MOLD .1DIN- HINDOYq JAMB FRAME TYPES TRANSOM ABOVE, 0135GURE 6LA55 ® #103, 105, lob, CLEAR ® #104 O �I 0 0 0 0 DOOR TYPES ;c ALE . ia' O 1' 2' 4' e' C 1/2" 2X6W TRIM G. ONE P WOOD FRAME GOLOt" " C A51N+ WEATHER STRIPING WOOD JAMB CAULK 2X4Y ,,,. TRIM -1 EXTERIOR EXTERIOR JAMB' HINGE JAMB d HEAD SIMIL_IAP HEADER 5/b" 6A B 0 PLUMBING FIXTURE SCHEDULE ITEM SIZE / TYPE MANUFACTURE / MODEL GOLOR 501L VENT GW HW REMARKS / AGGE-550RIES SLOAN ROYAL 144 FLUSH VALVE, BEMIS 1655-G SEAT WG-I, 2 WATER GLUSET AS 24?lOfb WHITE 4" 2" ZURN-1208 N4-2 CONGEALED BRACKET _ WALL HUNG CHINA, W/ DELTA MDL 501 HDF FAUCET L-I, 2 LAVATORY A5 0195.0?3 ROXALYN WHITE 2" I/2" I/2" /2 " ZURN Z-1251 CONGEALED ARM, 5PAGE SINK OUT FROM WALL _ PROVIDE ALI- FACTORY STANDARD EOUIPTMENT INCLUDING SH-I SHOWER FIET CRANE ADA-60365 WHITE 2" /2" I/2" /2" AGGE55ORIES FOR FIELD INSTALLATION M01-5. ISOAA, H-11, 6-4, d H-30. d FACTORY INSTALLED MOLS H-20, H-21, 2-H-lq, SEAT, H-12, d H-2g PROVIDE SURFACE MOUNTED DRINKING 5-1 SINK ELKAY DI-R-2522-12 5S 2" 1/2" 1/2" 112" W/ DELTA 1-72 HDF FAUCET FOUNTAIN IN CONJUNCTION WITH 51W HB H05E BIB 3/4" WOODFORD 65LK EXTERIOR W/ NIDEL MODEL 54H BAC•KFLOW PREVENTER YNH WATER HEATER STATE 5R8-50-NORT-5 50 GAL. QUICK RECOVERY 6A5, PROVIDE PRV A5 PER CODE FD FLOOR DRAIN SMITH 2O1QB-NB-U OPTIONAL b" TOP 2" /2" PROVIDE TRAP PRIMER d BAGKFLOW PROTECTION DEVICE REQUIRED BY CODE. LOCATE IN MAINTENANCE ROOM COORDINATE FINAL LOCATION SF SINK FAGUET GHI6A60 FAUCET NO, 89? W/ 3gb HANDLES WITH PORT MAINTENANCE STAFF. PROVIDE ATH05PHE-RIC 1/2" 112" VACUUM BREAKER. PROVIDE SEPARATE INLINE THERMOMETERS ON EACH 51PE TV TEMPERING VALVE 3/4" POWERS 431-1085 RB 1 3/4„ 3/4, OF VALVE, ONE FOR INPUT TEMP, ONE FOR OUTRUT TEMP 1 112" PRE55URE REDUCING BAGK- PROVIDE INTEGRAL BYPASS W/PR.E55URE REDUCINE BAGKFLOW PREVENTER OR AN EXPANSION TANK FOR FLOW PREVENTER (WATTS 0090T) HOT WATER HEATER AS APPROVED BY THE CITY OF ANACORTES BUILDING DEPT. 2" PRE55URE REDUCING BACK- PROVIDE INTEGRAL BYPASS W/PRESSURE REDUCINO- BAGKFLOW PREVENTER OR AN EXPANSION TANK FOR FLOW PREVENTER (WATTS OOgQT) HOT WATER HEATER AS APPROVED BY THE GITY OF ANACORTES BUILDING DEPT. NOTE: ALL WATER PIPING TO BE RUN OVERHEAD TO ALLOW FOR ACCESS FOR FUTURE MA!NTENANGE NOTE. PROVIDE T d P RELIEF VALVE ON WATER HEATER d PIPE TO EXTERIOR OF BUILDING NOTE: OF POST ALL WINDOWS WITHIN 2'-0" IN ANY 4 1/2'L PROVIDE BACKING AT I/2" SPLICE DIRECTION OF A DOOR SHALL BE MATERALL FIT ON RAFTERS INSULATED 5AFET'Y GLA55 3" ALL WINDOW5 TO BE TESTED TO O.g MINIH)M "U" FACTOR. /2 TYPICAL WINDOW HEAD HT. = 8'-0" __ COLONIAL WEDGE OA INSUL, GLA55 CONTINUOUS GUTTER GA51N& POST BEAM CONNECTION W/ DOWNSPOUT5 AQINSUL. SAFETY 6LA55 SCALE 1" i' - O" SHIM LEVEL INSULATED SAFETY ELA55 C5 it FIXED WEATHER Bt IN5UL. SAFETY STRIPING OL.A55 b HEAD �rLl'�/� 1NINDOIN 5GHEOULE EXTERIOR L/ e,(,ALE a" T%ANSG M O 1' 4' b' NOTE: ALL INTERIOR FINISHES o ROOM KIOI (ACT ><4) I X b GA51NG ALL THREE SIDES I/2 DIA. GAL. THRU ---�BOLTS A30? TYP 4 TYP ° 1/4" HD GAL PLATE A36 STEEL EACH SIDE 6 X b P05T 4 in 2'-6" DOOR AT 5HOWER ROOM ONLY (2) EXTRA TRIMMERS SGREWED IN PLACE WEATHER STRIPING 5/8 ROUGH 5AY`IN FIR. BLANKS "U" SHAPED 1/4"X3"Xb" A36 9 HD GAL STEEL BRACKET 2 HD GAL A301 112" PIA THRU BOLTS % 5 1/2" X 5 1/2" A36 1/4TT HD GAL STEEL PLATE 112" PIA X 10" BOLT A301. H.C. GALV. TYP. AT ALL LOCATIONS P05T BASE END FRP BOARD SCALE 1" = 1' - 0' HERE d PROVIDE FILLER BEHIND GA51N6 6 X 6 P05T SELECT STRUCTURAL (SELECT FOR APPEARANCE) PLYWD 112" PLYWD SIDING SIDING WOOD JAMB NOTE LARGER REVEAL THI5 DOOR PROVIDE A COMPLETE T X 4 WOOD BREAK IN SHEATHING HERE TRIM (W-3)EXTERIOR JAMB ALL TRIM d GA51% TO BE 5GRENED IN PLACE THI5 DOOR JAMB TO BE IN 3 PEIGE5 FOR EASY D15A5EMBLY LATTER THE INTENT 15 TO BE A13LE TO REMOVE THESE ITEM5 AT A LATER DATE TO REPLACE SHOWER UNIT. I PIECE FRAME COLONIAL WEDGE GASING SHIM (AS REQUIRED) I I tI 2x STUDS (W-22 INTERIOR JAMB HINGE JAM13.1 HEAD 51MILIAR PEMKO EXTRUDED PEt-1KO SWEEP 1/4"H ALUM. THRESHOLD J#274-4A (8" ) t' —_ GONG FLOOR SLAB CON- WALK 2" RIGID INSULATION EXTERIOR THRESHOLD 3" = I'-0' FLA5H1N6 UNDER FIR BLANKS d OUT OVER TRIM WITH DRIP 2X4TRIM 5/6 RUFF SAWN FIR BLANKS AT SOFFIT WITH 4XI6 VENT5 AT 24" OG, PROVIDE FACTORY FINISH ON VENTS, FEILD PAINT TO MATCH SOFFIT P05T BASE I/2" GLEAR AIR SPACE BETWEEN BOTTOM OF P05T If GONGRETE z S (V GRADE TO WITHIN I" THIGKENED OF WALK (TYPICAL UNLE55 NOTED OTHERWI5E) SLAB EDGE (2) x4'5 GONT PRE-ENGINEERED WOOD TRU55 50LID BLOGKIN6 WITH (3) 2 1/2' 4 SCREENED VENT HOLES METAL ROOFING OVER 112" PLYWD SHEATHING 2 X 8 MIN. TAIL AT PORCH ONLY t 1/2"x I" NET TRIM PIECE 51MP50N H4 AT EACH TRUSS 1/2"x I" NET TRIM PIECE 5/8" ROUGH SAWtr-'� TRIM BLANKS r-- 2 X 4 TRIM 2 x b TRIM - -- 6 X 10 OF SELECT STRUCTURAL BEAM SELECT FOR APPEARANCE y— 1/4" PLATE P05T TO BEAM BRACKET H.D. GALV. TYP. ALL LOCATIONS 2 X b TRIM PIECE ALIGN I/2" DIA. WITH DOOR THRU BOLTS d WINDOW H.D. GALV. TYP. HEADS AS ALL LOCATIONS DETAILED CAULK AS REQUIRED 1 X 6 HORIZONTAL 51DING BASE BID 112" GDX PLYWOOD 5HEATHING FLASHING BETWEEN WOOD d CONCRETE SLOPE 1 1/2" X x x -- 2" RIGID INSULATION 4 x 4- W4 x W4 W WP FULL HEIGHT SOLID BLOCKING TO RE515T ROTATION BACKING A5 REQURED INTERIOR FINISH — R-19 INSULATION W/APPROVED VAPOR BARRIER INTERIOR FINISH 2X6 STUDS lb" OG TYP AB 5 m 4' OG d 12" FROM BOARD ENDS i 2Xb PT PLATE FIBERGLA55 51LL SEAL THIGKENED SLAB EP&E x x t/ —� (2) #4'S COW. g" I SPLICE BY' OVERLAPPIN6 —� ONE 5PAGEIN6 OF GR055 WIRES .2" TYPICAL 66L.L SECTION SCALE 34" O 6" 1 :' `LOT DATE = 06, 30 9` PPO.iE�T R-30 INSULATION rn � N rn O U L QO O rr Q In CO I I � N M m _ U W I N< X LLJ > _ < CJ W N Q00 Jua LLJ : j'j U p ry (2, Ct O Q O u z zZ o N U pp Z_ �J z Q w foul (Y O u Q Z Q Q fw- O (� Z Cc 0 tug-+ L'L (1. O CO Df S O z w REVISED 6/50/a5 WE ' "BP -PRK 'PAWING NAME _ �J A3 - 2 In � rn \ N � A5-1 -- -- _ —co Oz LL, mt4—I % O Mi oQo f'oQ 5-Lij 6 x 10 OF #I BEAM toA5.-I DER TRUSS -_ iPORCH (TYP)--� T GIRDERTRU55_Y - _ ---t"-i LL !� " I - G OVERFIL AS SPECIFIED j Q c BY TRU55 ENGINEER - I ` I it 4 Lt.. WALIL FILL INDICATES-W Q N " BEARAS ING WLLJ 00 - --- i Q� Q LLJ ry F— i -- —. —.-- -- —�-- LL — ----a, 24" I I _ --- `z i -- ---- — PRE-EN6INEERED TRU55E5 - o/c fl Ln} 1--- -- -- —� — I Z 2 �I Ir f I I i I I I 1 i� tlNn I z Qyj J C-IIU PROVIDE 5/8" COX PLYWD DRAFTSTOP II—>T O f I FROM OUTSIDE OF BUILDING WALL ON OLr and " ONE 51DE OF BUILDING TO OUTSIDE OF n d m Z - - --- - - - - - �I I I WALL ON THE OTHER 51DE OF BUILDING PROVIDE 50LID (UNVENTED) BLOCKING ! Q " ® EACH END OP DRAF75TOP- -� Moo ct �TTIG GGES Q Q i wIt I I 1 I — 0 � ,r TT z Q H FCC \ ' 6 x 10 OF #I BEAM' 5/32" COX PLYWD SHEATHING IS/ 15/32" COX PLYWD SHEATHING W/ 15/32" GDX PLYWD SHEATHING W/ ®PORCH (TYP) < ! Q 8D NAILS ® 2 1/2"o/c ®BOUNORY d 8D NAILS ® 4"o% a BOUNDRY d 80 NAILS ® 2 1/20o/c ® BOUNDRY a G_ 4" o/c ALL OTHER ED'7ES I I 4" o/c ALL OTHER EDGE5 ( 4" o/c ALL OTHER EDGE5 BLOGKIN6 REOUIRED EACH END ITYP) _ j BLOCKING REQUIRED EACH END 'TYF) - BLOCKING REQUIRED EACH END (TYP) 0 m m Q - AS-1 A5- A5.1 ROOF FRAM I NG PLAN ! 0(J ';;" u l/ t ATTIC i NOTE: ACCESS 1 i I PROVIDE 6 x 8 HEADERS W jl I I I ALL FILL INDICATES ALL OPENINGS UNLNL ESS S SPECIFIED BEARING WALLS 2 x510 K BLOCING' I I OTHERWISE. 5UPPORTI I 0 I a STORAGE AREA I LOOR FRAMINL G D SCALE AS -I Z O 1' 2' 4' _ t i z F— W W 2 C-1 ATE = 06 1a 9° PRC)EC— 54- NAME SHER--PRK DPAWINC NAME -- SHBRA4-1 it II :I is 1 u- G \ O c0 7 UJ R- 0 BA Q L j m TION TY o CEIUN6 Q LY R-30 BATT TYPE ... _ - R-50 INSULATION BA5E BIC --- �-BATT TY� �6 INSUL M - TO OT WALL 4 GEILN6 FIN15HE5 CEILING LEVEL. N N �o WORK ROOM ALT # 4 `LINE OF WALL - _ - - _. - - / fff 5/6 6W8 MIALL !GELLING^ GE1L!N6 IN'fERSEGTION T / PROVIDE GKtN SOLID U t0 X TROFFER LIGFIT 5U5PEWED CEILING - BLCGKtN6 AT W O 4 BID ALT. #5 PROVIDE CEiLIN5 LINE N TROFFER TYPE LIGHTS ALT 05 DELETE bhAL AT GEiLiNS Il—�I WITH TH15 ALTERNATE MEETING/GLASSROOM r l MULTI -USE ROOM 5CREWEDINPLAGE 101 ry A 1 0 / ACCESS PANEL o R-19 INSUL Q 11 8 TYP ALL EXT 4"CONCRETE SLAB - WALLS ON GRADE OVER & MIL VAPOR BARRIER THICKEN SLA EXP05ED GONGRETE OVER GOMPAG B C'�$ STRUCTURAL FILL 2 #4 BARS EDGE REINF F WITH CONT. P U ? '- I <N N PROVIDE MIN. b" OF FREE DRAINING -J 40 J� PEA GRAVEL OR DRAIN ROCK UNDER < ICiU .DING SEGTIQN A -A SLAB. COVER W/ 6 MIL BARRIER cr Q w 3 LJ 12 0 \ �-- 5/b" G.W.B. BASE BID Q \ O< DELETE W/ BID ALT #5 _ Q N) Q METAL ROOFING OVER 15/32• GDX PLYWOOD \ SEE 5HEET FOR SPECIPEU ALL W NAILING / /SUSPENDED CEILING 1'-0" BELOW BOTTOM -- CHORD OR 7"5E5 q (BID ALT) 5/8" R/5 FIR CONT. GUTTER 12 12 a MEETING/CLA55ROOM BLANKS 6� PRE-EaW& RED WOOD 6 TRU55ES o 24" OG \ Z t00 \ = 0 z O t� T DoreiSPGur, CONNECT �� Q O O O TO TiGNT LINE 2 x b MIN TAIL i; 12 p O PORCHES x ALT 4 ✓11 5/8" # G B (ALT #4) PROVIDE 5E A5 SPECIFIED W.$., PAINT, TRIM I QO � I o 2 X 12 LEDGER 5/b` R/5 FIR U NOTCH INTO 5TUD5 50LID BLOCKING - MULTI -USE ROOM BLANKS D ^ Q SLOPE I I/2" m a SiMPSpN U21O HN6R o SUPPORT TYP 1 01 c\�+'�// --_-_- -----.�_ ---- 2 X 12 OF SELECT 5TRUGTURAL ----- - 4' r16HT LINE HAND SELECT FOR APPEARANCETRIM(ALT tW) 2" RIGID INSULATIONS I DIN TI N - O 6' OG T C411 10 5/b° GYLB. V SCALE : '/4" �—� � MAINTENANCE lug-. 4.' P, 104 v 1/2" CDX PLYWDOOQ Z 5 I/2• WIDE X 9 I/ WIDE GONC G)RB ir m 12 12 ------------------------ CONNECT TI&H T IN . TortATCHurs-0 roc 51N 4` TIGHT LINE TO CATCH $A51N \ \ NORTH OF BUILDING d Y -- I TI N -D \� o SCALE 'i4" m / iAL r y41 1/2' GDX PLYWOOD O 5TORAGE MU1-TI-U5E ROOM RESTROOM BOARD o I S d SHOWER ANCHOR BOLTS • 4' O(, 102 101 --TRIM (ALT #4) t 1 VIN 12" OF BOARD ENDS E TREATED IO 5ELEGT 5TR)CT BEAM PLATE (HAND SELECT FOR APPEARANCE) (U 04 BAR C.ONT.-- II Q � i 6 x b SELECT STRUGTU2AL P05T #4 BARS O lb" OG VERT (q) 10 Ij (HAND 5ELEGT FOR APPEARANCE) 5PAt-4TF-X COAT %I4&, O VV `-w ----- U � (2) #a BARS corn7� �l o THecKEN�D SLAB �.-4. MILDINCZ =TIQN s5b '4 TH TAIL Z 1n "G NW17 - c,H8R-PRK DRAWING NAME = SI-IB,RA5-1 U') r-- rn o o z w a x - Fry Y)LLJ Q (14 N J OC) ¢ 6 LsJ U C) o f "a Q oQ MR G r7_ W blank blank Q O Q tn Ln IT^' W M N M ("4 1 W (DQ O X LL Ld W N J 00 Q Q) ltJ U gLj J ry Q zz O no2 cn Q O Gr^ W O L a Z._ U% Li IuL O Q. � Z ro-r 4 O � OD v a � lug Q Q m 1 z 0 0 SECTION 01600 - MATERIALS AND EQUIPMENT A. Ail material and equipment Incorporated in the Work shall be new, unless otherwise specified; in condition acceptable to the Architect, suitable for the Intended use. B. Provide products complete with all accessories, trim, finish, fasteners and adhesives, and other devices and details required for the intended use and effect. G Product Options and 5u1o9tltutlon5: Whenever a product Is specified by using a proprietary name or the name of a particular manufacturer or vendor, the specific item mentioned shall be understood as establishing type, function, dimension, appearance, and quality desired Other manufacturer's products may be accepted provided sufficient Information is submitted, in writing, to olloH the Architect to determine that products proposed are equivalent to those named. SECTION 0I"700 - CONTRACT CLOSEOUT A. Final Gleaning: Prior to final Inspection, thoroughly clean building and job5ite. Vacuum clean where appropriate, remove all spots, smears, smudges, dust, debris, handprints, and defacements. Folio" recommendations of manufacturers of materials and items to be cleaned for all cleaning, polishing, and treatment such a5 waxing and sealing. B. Protect Record Documents I. F5r-oject Record Documents include original Contract Documents, and Contract Documents revised as specified In Genera! Gonditlon5. Show o5- built conditions for all utilities and building. 2 Submit completed Project Record Documents upon substantial completion of the Project. G. Operating and Maintenance Data: i. Compile product data and related Information appropriate for Owner's maintenance and operation of products, equipment, and systems provided under the Contract Submit 3 copies prior to final request for payment. 2 Format: a. Assemble In commerdol quality three-ring binders with durable, cleanable plastic covers b. Provide Indexed tabs for each product or system included. c Include only that information which Is pertinent to the specific product,or system. D. Instruct Owner's personnel in the maintenance and operation of equipment and systems E. Warranties and Bonds: As5errk,le worrantie5, bonds, and service and maintenance contracts executed by each of the respective manufacturers, suppliers, and subcontractors Submit prior to final request for payment. F Lien Releases Submit prior to Final request for payment. END C)F DIVISION I DIVISION 2 - 51TENORK SECTION 02100 - 5iTE PREPARATION A. Clear Site of all obstructions, rubble, vegetation. and organic matter Strip and 5toc. pile topsoil. B. Legally dispose of all debris and excess earth material off the site Location of disposal site and length of haul are the Gontractor's responsibility. nECTION 02200 - EARTHWORK A. Comply with UBC, Chapters 241, 44, and -70, B. Material for 5trvctvrol Fill, and Backfiii Under Goncrete� Glean, inert, non -expansive, gra l r fill. Excavation materials from the Site are unacceptable for use as Fill. Provide imported quarry run or tank run gravel, free of wood, frozen lumps, organic or other extraneous matter, sufficiently well graded in size to olio" compaction specified Maxmun stone size; 3 inches. Excavoted material shall not nne used for bockfill under any concrete C Aggregate Drainage Fill: Vern and graded gravel or crushed stone all oosslnci a I inch slave, roiled to form a Heil -compacted bed D. Provide 5t uctural fill r areas and to depths as shown Compact 05 specified. E Goncrete Slab Base Pit -run gravel fill F Perform excavating and backfililig as required for concrete footings, Foundations, slabs, utilities, and services Bottoms of excavations shall be level, firm, undisturbed earth, clear and free from loose material. G Backfill shall not be placed against concrete retaining structures vrtil concrete has attained 410 percent of desigr strength Footinggss may be backfilled upon Form removal, provided backf;li 15 placed and compacted evenly on all sides fill and backflll material in uniform cimum in loose thickn�� moisture content in accordance with A5TM D 4253. I . m tlmum moisture content using a vibrating compactor Gomipoction tests will be concictea by a Testing Laboratory retained by the Owner, as directed by the Architect. Allow adequate tune to schedule compaction te5t5. J. Grading: Coordinate site Rork 1. Grades not otherwise shown 5holl be uniform levels or slopes between points where elevations ore given. 2 5ub-9rade5 shall be smooth, even, and uniform planes with no abrupt change of surface 51ope soil areas adjacent to building away from twlld" to olloH natural run-off of water. SECTON 02100 - 5EWERAGE AND DRAINAGE A. Provide outside storm drainage and sanitary sewer system as shown and specified. Comply with requirements of local authorities, ordinances, and locof health department. B. Storm Drains: i. Provide unperforated PVC pipe, A5TM D 2"12q, tight line collection system for downspouts complete with all fittings, and adapters, saes as shown. Slope at minimum 1/16 inch in i footTle to storm sewer (SEE GIVIL) G. Sanitary Sewer: 1. Pipe and Fittings: 6 Inch A135. A5TM D 2661, Schedule 40. Pipe and fitting joints shall be solvent welded or threaded as required. Stub out 5 feet from covered walk, coordinate with Civil Drawings. D. Installation. I. Shape bottom of trench to provide substantially uniform circumferential support to each pipe. 2. Lay each pipe true to line and grade and in such a manner are to prevent sudden offsets of flow -lines. 3. Clear interior of pipe of all dirt and superfluous material as Work progresses. 4. Unless otherwise shown, bed pipe in granular fill, crushed stone or pea gravel proximately 6 inches deep below bottom of pipe, width twice the pipe diameter, and 6 inches above top of pipe, E. G!eanout5: PVC, or approved, provide where sewer exits building, where required by code, and at each bend of 45 degrees or more, extend to accessible location. SECTION 02"150 - UTILITIES AND 5ERVICE5 A. Coordinate with site utllitle5 work as shown on civil droHing5 Cooperate with site utilities contractor in providing access to site, and avoidance of interference wlth installation of site utilities work SECTION 02gO0 - LAN05GAPIN6 A. Landscape Work, As shown 4 called for on GIVII Drawings Cooperate with landscape contractor In providing access to site, and avoidance ofinterference with installation of landscape work. END OF Di V i51 ON 2 D i V I510N 3 - GONGRETE SECTION 03100 - CONCRETE FORMWORK A. Gomply with UBG, Chapter 26, and AGI 341. B Form exposed exterior concrete with "C-C, Plugged Class I Exterior' grade plywood, meeting PS I. G. Remove ail wood used in forming and placing concrete if within the ground or between foundation silts and ground. 5EGTION 0320C - CONCRETE REINFORCEMENT A Comply with UBC., Chapter 26, and AGI 301, B Reinforcing Bars: A5TM A 615, Grade 40 for #5 and smaller; Grade 60 for #6 and urger. G. rielded Wlre Fabric: A5TM A 185, 6 x 6, WL4 x 61I.4, lap 12 incches at splices. Raise to middle of slab during pour Provide at all concrete slabs. D. Anchor Bolts: 5/8 inch diameter, 6 inch embedment. For bottom plate to concrete provide at 4 feet maximum on center, or as Shown, and within 10 inches of ends of plate. E. Tie wall vertical reinforcing pars to continuous Footing reinforcing bars. Lap splices and corners 30 bar diameters minimum. F. Reinforcing steel not specifically shown in walls, slabs, or beans shall be Vicai as similar section and details where reinforcing is shown. G. Provide concrete cover on reinforcement as follow5 or as 5hown: I Concrete cast against and permanently exposed to earth - 3 inches. 2. Formed concrete with earth backfill - 2 inches. 3. Walls, Inside face - I inch. 4. Formed subs - 3/4 Inch. 5E6TION 03300 - GAST-IN-PLAGE GONGRETE A. Gomply with UBG. Chapter 26, A:1 301, and AGI 318. B. Concrete Regular concrete with minimum compressive strength at 28 days as Follows: - !. 6-rode Beams and Foot t,f'c 2 51ob6 on Grade: f'c =067 3. Provide 6 percent air n a ing agent In all concrete Fiatwork exposed to weather C. fIaximvrn Size Aggregate 3/4 inch. D. Maximum slump: 4 inches. E Vapor Retarder: Specified In Section 0l1d0. F. Sealer: 5onneborn, 5onosll; or approved, curing, hardening, and duelproofIng compound for concrete. G. Place all Footings on undisturbed natural ground or approved compacted fill. Slab Finishes: i. Exterior Walks: Pea gravel aggregate concrete, wood Float, steel trowel, and exposed aggregate finish, with tolerance level of 1/4 Inch in 10 feet. 2. Interior 51ah-on-6,rade: Wood float and steel trowel, Hlth tolerance level of 1/5 Inch In 10 feet. I Cure concrete with polyethylene sheet or opppI curing compound. Curing compound shall be compotibie Hlth installation requirements of sealer and floor covering materials J Apply sealer to ail exposed interior concrete floors In accordance Hith sealer manufacturer's recommendations K. Patching: Patch tie holes, defective pour joints, projections, and rock pockets Immediately after form removal. Sack finish exterior exposed concrete surfaces, over 12 inches high, to blend with adjacent surfaces. END OF DIVI5!ON 3 0IV1510N 5 - METALS SECTION 05500 - METAL FABRICATIONS A Comply with U1 C, Chapters 27 and 35, AISC "Manual of 5teei Construction," AW5 PH for welding, and 55PC Specifications for Painting B Shop Drawings: Required Standard Structural Steel Shapes, Plates, and Bars: ASTM A 36 Steel pipe column A5TM A 53, Grade B, standard weight. D. Anchor Bolts: A5TM A 301, sizes as Shown, hot dip galvanize. E. Bolts: ASTM A 325, hot dip galvanize- F. Expansion Anchors: Romaet, Hilti, or as approved. Reverse cone, Self -wedging expansion type. Tightening of nut or Increased tension on bolt shank shall act to force wedges outward to create positive resistance, to withdrawal. G. Welding: In conformance with AI5G and AW5 Standards, and performed by certified welders. Use, only prequallfied welds (as defined by AW5), and EIOXX electrodes. H. Gieaning and Painting: Conform with 55PG-5P 3 and 56PC-PT 2 for cleaningg steel. Shop prime with Fed. Spec. TT-P, Type III or I!Nrimer. Conform with 55PG-PA I For application. I. Connectors for Heavy Timber 6on5tructlom Fabricate of steel plates, to thickness, shapes and sizes as shown. Provide all required anchorage devices for attachment to heavy timber member5. Prepare plates and hot dip galvanize after fabrication. J. Provide all metal fabricated items shown and as required to complete metal fabrications Work. K, Hot dip galvanize Items which will be exposed to weather in the completed Work. END OF DIVISION 5 DIV15ION (6 - WOOD AND PLASTIGS SECTION 06100 - ROUGH CARPENTRY A. Comply with UBG, Chapter 25. B. Framing Lumber: Douglas fir of grades defined in WWPA "Grading Rules for Lumber." item Grade Studs and columns DF-L #2 and Better WaII plates and 5creed5 DF-L Standard, #2 and Better, kiln dried Joists DF-L #2, Flo = 1450 psi, kiln dried Headers and flush beans DF-L #2, Flo = 1250 psi 4 X Beams DF-L #2, Ft, = 1250 p5t Fi X Beams DF-L #I, Fb = 1300 psi All solid timber columns DF #1 or better G. Sills and all Wood In Contact with Concrete, Masorry, or Earth: Pressure -treated Douglas fir. Wolmanized, GCA Oxide formulation In conformance with Fed. Spec. T7-W-550 for preservative material and TT-W-511 for pressure treating. D. Plywood: U.S. Product Standard P5 I. 1. Roof Sheathing APA Rated Sheathing, Exposure 1, 3211b, minimum 112 inch thick. 2. Wall Sheathing: APA Rated Sheathing, Exposure 1, I6/0, 1/2 inch thick, square edges. 3. Interior 5ubflooring at Storage: APA 5turd-I-Floor, Exposure I, 42/40, minimum 3/4 inch thick, T 4 G edges. E. Adhesives: APA Specification AFG-OI for installation of subf looring. F. Rough Hardware: I Nails: Common wire, galvanized, at exposed locations, coated sinkers or galvanized box at concealed Iocatlons. 2. Bolts, Nuts, and Washers: A5TM A 3OT galvanized, Hex head. 3. Framing Anchors and Connectors: Simpson, Silver, or approved, galvanized Framing anchors, Ib gage, or as shown. Provide full nailing or bolting In accordance with manufacturer's recommendations G. Fit accurately, secure rigidly, to lines and levels shown, plumb and square to a tolerance of I/8 Inch In 10 feet. Provide any special framing, even if not specifically shown, as required to properly complete Work. Provide all wood blocking, backing, Furring, grounds, rollers, stripping, and similar rough carpentry as detailed and as otherwise required to anchor Fixtures and equipment to be instalied by other trades Perform all cutting, boring, and similar Work. H. Framing: Prior to bidding, contact local regulatory authorities having jurisdiction to identify, and comply with, any special framing, blocking or backing details, or caulking conditions as may be required for structural or fire stopping, or energy code requirements. I At bottom plate to concrete, provide 5/8 inch diameter anchor bolts, minimum embedment 6 Inches, at 4 feet on center and within 10 Inches of board ends, and of shear walls as shown. Provide fiberglass 5111 sealer under bottom plate of ali exterior walls. 2. Remove all wood used in forming and place concrete if within the ground or between foundation sills and ground. 3 Provide pressure preservative treated Hood, or approved wood of natural resistance to decay as listed in UBG Section 2516 (c), for ail foundation plates, sills, or 5le-epers on concrete or masonry slab in direct contact with earth, and sills which rest on concrete or masonry foundations. Wood members shall bear compliance mark or brand of approved agency. 4. Support all columns and posts located on concrete floors, plinths exposed to weather or water splash, by concrete piers or metal pedestals projecting dove floors unless approved pressure preservative treated wood or foundation grade redwood Is used. Pedestals shall project a minimum 6 Inches above exposed earth and I inch above floors. Individual concrete or masorry piers shall proJact a minimum b inches above exposed earth unless the column or post they support ore of approved wood specified. 5. Maintain minimum 6 inch clearance between any wood and earth, or provide approved wood as specified. b Provide pressure preservative treated wood for those portions of wood members which form structural support of building, decks, and similar elements when such members are exposed to weather Hithout adequate protection from a roof, eave, overhang, or other covering. Such members include, but ore not limited to, girders, joists, posts. and columns. 1. Laterally support 5ollct-sawn rectarigulor wood beams and joists to prevent rotation or lateral displacement as Follows: if ratio of depth to thickness, based on nominal dimensions, is: a. Two to One: No lateral support required. b. Three to One or Four to One: By ends held in position with full depth solid blocking, bridging, rolling or bolting to other Framing members, or approved hangers or other acceptable means. c. Five to One: One edge held in line For Its entire length. d, six to One: Provide bridging, full depth solid blocking, or cross bracing at intervals not exceeding 8 feet, unless both edges are held in line for their entire length. e. Seven to One: Both edges held In line for their entire length. 8. Provide positive connection between ppost support and sufficient post, and between post and beam to ensure against uplift and lateral displacement. q. Joists shall bear not less than 2-3/4 inches on wood or metal, and not less than 3 Inches on masonry. 10. Support ail joists laterally at ends and over supports with 2 inch wide by Full joist depth solid blocking, rim joist, joist hanger, or other approved means. 11. Notches at ends of joists shall not exceed 1/8 joist depth. Notches in top or bottom of joists shall not exceed 1/6 joist depth, and are not permitted in middle third of span. 12. Double all trimmers and headers framing openings or provide lumber of equivalent cross section. Support each end with proper sized Framing anchors unless adequate bearing is provided through other means. Support tail joists with proper sized framing anchors. 13. Provide double top plate, overlap at corners and intersections with all partitions. Offset end joints 4 Feet minimum. 14. All 5tud5 shall have full bearing on a plate or sill not less than 2 Inches in thickness, and having a width not less than that of stud. 15, Effectively brace all exterior and main cross stud partitions, by an approved method, at each end or as near thereto o5 possible, and at a maximum 25 feet of length. lb. Provide ail openings In bearing walls with minimum 6 x 12 Douglas Fir No. I header, with minimum bearing of 1-112 Inches for full width unless specifically noted otherwise. T Provide Fire stopping, of non-combustible material or 2 inch nominal wood members, to cut off concealed openings (both vertical and horizontal), to form an effective barrier between floors, and roof or attic space, and o5 Follows: o. Around vent pipes, ducts, and similar penetrations at ceding and floor levels which afford a passage For fire. 18. Provide metal nail plates In all locations where plumbing or wiring comes within 1-1/4 inch of the edge of any stud. Iq. Frame stud partitions containing plumbing heating, or other pipes, and space joists underneath to provide proper clearance. Where a partition containing Such piping runs parallel to joists double, space, and bridge joists to permit passage of piping. ~re such piping is placed In or partly in a partition requiring cutting of soles or plates provide metal ties minimum 1/8 Inch thick and 1-112 inch wide. Fasten across and to each side of opening with not less than 4 - Ibd nails. 20. Studs in exterior or interior partitions may be cut or notched for up to 25 percent of stud width. Studs may have a hole bored up to 40 percent of stud width, provided the hole is no closer than 5/8 inch from edge of stud. Bored holes shall not be located at some section of stud as a cut or notch. 21. Lumber, Plywood, and Particleboard: Comply with applicable standards and grading rules of appropriate Association, and identified by Grade mark of approved inspection agency. 22. Sheathing Panel Support: Stagger end laps of roof and floor sheathing Provide support at all panel edges by means of clips, blocking, tongue and groove joints or other positive means recommended by APA where not otherwi5e shown or specified as fully blocked. Apply continuous bead of adhesive over top edge of floor joists, install plywood subfloor with W5 Inch gaps between panels to accommodate 5161elling. 23. Provide solid wood blocking For all wail mounted or wall supported items and acce55ories. Confirm locations with Owner or Architect prior to application of covering materials. 24 Provide additional studs or blocking as required to assure solid end and edge nailing for all siding and facia5. 25. Provide additional blocking as required for edge nailing of all soffit materlals at all soffits and overhangs. 26. Provide blocking or bracing as required to make Interior walls rigid. I. Minimum Nailing Schedule: Common or box nalls may be used except as otherwi5e rioted. I. Joists to sill or girder, toenail: 3-8d. 2. Bridging to joist, toenall each end: 2-8d. 3. Sale plate to joist or blocking, face nail: Ibd at 16 inches on center. 4. Top plate to stud, end nalL 2-I6d. 5. Stud to sole plate: 4-8d toenail or 2-Ibd end nail. b. Double 5tud5, face nail: Ibd at 24 inches on center. 7. Double top plate, Face nail:. i6d of 16 inches on center. 8. Top plates, laps, and intersections, Face nail: 2-16d. cl Continuous header, two pieces: Ibd at ib inches on center along each edge. 10. Continuous header to stud, toenail: 4-5d. II. Built-up corner studs: Ibd at 24 inches on center. 12. Built-up girders and beams: 20d at 32 inches on center at top and bottom staggered. 15. Plywood and particleboard: Nails spaced at b inches on center at edges, 12 Inches at intermediate supports (10 Inches at intermediate supports for floors), except 6 inches at all supports where spans are 48 Inches or more. For nailing of diagms and shear walls comply with UBG Section 251 (c). Nail5 for wall sheathing may be common, box or casing nails 14, 5ubFloor, roof and wall sheathing (to framing): 112 Inch thick and less, bd common or deformed shank. Icl/32 inch to 3/4 inch thick 8d common or bd deformed shank. 15. Staples or other power driven fasteners, with equivalent capacity of fasteners shown or speclfled, may be substituted only with prior written approval of Building Official and Architect. SECTION 06130 - HEAVY TIMBER GON57RUCTION A. Related Sections: !. Prefab lcated Connectors: Section 05500. B. Provide Douglas Fir, Select Structural Grade, hand selected for appearance, for posts and beams at covered exterior walks as Shown. Fit for prefabricated connectors specified In Section 05500 and as shown. G. Protect posts and beams during delivery, handling, and construction, From water, rust marks and similar blemishes affecting appearance. Sand out blemishes prior to finishing specified in 5ectlon Ogg00. SECTION ObIgO - WOOD TRU55E5 A. Design Requirements Comply with NFPA and TPI 5pecl- f Ic ations." B. Submittals: I. Complete calculations 5tcl"d by a professional engineer licensed in the State of Wa5hington. G. Comply with applicable requirements of UBG Chapter 25. D. Lumber: Kiln dried and of stress grade to meet span and loading requirements. E. Connector Plates, Minimum 0,036 Inch thick steel conforming to A5TM A 446 Grade A. Hot dip galvanized in conformance with A5TM A 525 Coating Designation GbO. F. Handle trusses with care in erection to avoid damage to trusses or constriction in place. G. 5ecurely brace during erection and after permanent Installation in accordance with TPI "Bracing Wood Trv55e5: Commentary and Recommendations." SECTION 06200 - FINISH CARPENTRY A. Comply with MI "Quallty Standards for Architectural Woodwork," Gustom Grade requirements. B. Exterior Woodwork: I. Soffits (Typi(,al): APA 303 Panel Siding, 303-NR Natural Rustic, rough sawn, 5/8 Inch thick. 2. Faclas and Trim: kiln dried Western Red Cedar, Clear, 545. Sizes, profiles, and thickness as shown. Furnish In longest lengths practical. Scarf end joints. G. Interior Woodwork: I Trim, Base, Window Stools and Aprons: Clear Hemlock, V&, sizes, profiles, and thickness a5 shown, smooth faces and edges. 2. Finish: Factory pre-Nnish base. Coordinate with, and match, custom casework specified in Section 06410, and wood doors 5peclfled in Section 06210. D. Installation: 1. Gape internal corners and miter external corners at all standing and running trim. 2. Provide running trim In as long Ienngth5 as practical. Make splices with scarfed end joints. 3 Install inoterloI5 straight and true. Tightly butt ends of all trim. 4. Securely fasten materials to supporting substrate. 5. Nall all exterior wood trim with galvanized casing nalls, drive null heads flush with surface of trim. mointdln nailing pattern in straight horizontal and vertical lines. 6. In Interior Work countersink nails and fill moll holes. E. Provide two 22 inch by 30 Inch minimum attic occe5s openings with minimum head height of 30 Inches in on accessible location as shown. SECTION 06410 - CUSTOM GA5EWORK A. Submittals: Shop drawin95, product data, and samples required. B. Base and Upper Cabinets: DeNUl5 Industries, Inc., Style 5600, Capri, or approved, modular casework, solid stock oak and oak veneer, overlay construction. C. Cabinet Bodes and Shelves: Melamine overlay porti- cleboord with heat bonded PVC edging. D. Gountertop5: Plastic laminate with 5e1F edge and b inch tanck5piash and returns. Color and pattern a5 selected. Fabricate with plastic laminate backing sheet. E Finish: Factory pre -finish. Coordinate with, and finish to match, Interior trim specified In Section 06200, and wood doors specified in Section 08210 F. Finish Hardwore: Cdoinet hordwore maufacturer'e, standard, and as shown and specified. Provide multiple drilled holes and plastic or metal pins for adjustable shelves. Hinges; manufacturer's standard self -closing type G. Provide all trim, flller5, and similar Items for o complete Installation. H. Provide solid backing for all wall mounted or wall supported items and accessories. END OF DIVISION 6 DIVISION 1 - THERMAL AND M015Ti1RE PROTECTION SECTION 011gO - VAPOR RETARDERS A. Vapor Retarder: b mil polyethylene sheeting under slob - or. -grade. B. Tape: Pressure-5ensitive neoprene or vinyl -chloride rubber adhesive and tape. G. Slab Casting Base: Glean, dry, naturally occurring, pea gravel, free from wood waste and organic material D. Install vapor retarder over compacted drain rock, specified 4n Section 03300, at concrete floor slabs. Lap 12 Inches and tape ail edges. Turn up at edges and secure to fovndatlon5 or footings. Fix and seal around pipes and conduits. E. Provide nominal 2 Inch thick slab casting base over vapor retarder at concrete floor slabs. Screed and level before reinforcing or concrete Is placed. SECTION 0-7115 - AIR BARRIERS A. Air Barrier: Tyvek, Tayor, Barrier, or equal. Install over exterior sheathing, lap 2 Inches. Diagonal cut at all openings, fold back Into opening and secure in accordance with manufacturer's recommendations B. Tape: 3M Contractor Sheathing Tape, #808b. SECTION 01210 - BUILDING INSULATION A. Thermal Insulation: 1. Walls, and Attic Spaces. Fiberglass Kraft faced building insulation with nailing flanges, GertalnTeed, or equal. 2. Provide bott5 covered with F525 foil facing at all areas not in substantial contact with gypsum board or similar approved materials. 3. Slab Perimeter Insulation.. Dow Ghemical Ganpany, Styrofoam 5M, extruded polystyrene rigid Insulation, A5TM G 5-78, or approved. B. Iroulatlon Values: 1. Exterior Wall5: Minimum R-Ig, 5-1/2 inches thick. 2. Attic Spaces: Minimum R-30, g inches thick. 3. Slab Perimeter Insulation: Miriftm R-10, 2 inches thick. C. Face staple to framing members as required by Aoshington State Energy Gode For vapor barrier, At Contractor's option provide vapor retarder, specified in Section O11GC: over interior of all framing members In lieu of face stapling insulation. Face stapling of insulation or installation of vapor retarder shall be carefully done to assure a proper surFace for application of gypwm board free from fastener protrusions or other Imperfections. SECTION 01410 - MANUFACTURED ROOF PANELS A. 5ubmittal5: Shop Drowing5 showing fabrication and installation details for all conditions for approval prior to start of Installation. B. Warranty, Provide written warranty that roofing and flashing, Including Idaor and materials, are guaranteed to be weathertight and free from defects For a period of 20 years from acceptance of the Work. G. Preformed Metal Roof Panels: 1. BASE BID: Taylor Metal Products, Inc., Salem Oregon, Easy -Lock Standing Seam; or approved; I inch high rib, 12 Inch panel width, 26 gage G-qO hot dipped galvanized steel, A5TM A 446. 2, ALTERNATE NO. 2: Taylor Metal Products, Inc., Salem Oregon, Easy -Lock Standing Seam; or approved; I Inch high rib, 12 inch panel width, 24 gage G-g0 hot dipped galvanized steel, A5TM A 44b. D. Ridge Vents: Roof panel manufacturer's standard to match preformed metal roof panels. Provide continuous at ridge. E. Accessories: Roof panel manufacturer's standard trim for faclo5, eaves, gables, ridges, and similar conditions. Provide Bove dashing with overlap o5 shown. F. Fasteners: As recommended by roof ponei manufacturer, Provide 112 inch long bugle head fasteners at exposed soffits at covered areas to prevent penetration of fasteners through roof sheathing to exposed underside. G Finish: I. Exterior: Kynor 500, 10 percent resin finish coat, total film thickness n.0 mit. rotor as selected from manufacturer's standards. 2. Interior: 0.15 mil thick epoxy primer and 0,35 mil off white top coat. H Underloument: No. 30 asphalt saturated felt. 1. Install with concealed clip system, in accordance with manufacturer's standard and approved details. J EAVE GAP DETAIL 1 3" x 24go. COP PLATE AWGWA DETAIL ® EAVE FELT 1/2, GDX PLYhID K ALTERNATE NO 3: S0B5TITUTE Batten Sean metal roof panels for standing Seam roof panels shown and specified. I. Preformed Metal Roof Panels: EGI Building Gomponents, Inc., TRB 100 Series Panels, box batten, 24 gage, with concealed hold-down clips. 2 Finish: Galvanized steel with Kynor 500 10 percent resin finish coat, color as selected from manufacturer's standards. 3 Underloyment. No. 30 asphalt saturated Felt. 4. Ridge Vents: Fabricate to match preformed metal roof panels. 5. Accessories: Roof panel manufacturer's 5tanda'd trim for foclas, eaves, gables, ridges, and similar conditions Provide eave Floshing with overlap as shown. 6 Fastener5. As recommended by roof panel marn,facturer. Provide fasteners at expo5eci soffits at covered areas as required to prevent penetration of fasteners through roof sheathing to exposed underside. 4566 T Install batten sewn roofing In accordance with F manufacturer's standard and approved details. SECTION 01460 - SIDING L. Submittals; Product Data, manufacturer's material MARC L de5cription and Installation procedures. STATE- U' M Skiing: Louislana-Pacific Corporation, Inner-5eai 055; or approved; nominal 1/16 Inch thick 6 inch wile by 16 feet long, smooth surface overlaid lap siding, Factory prime, coated. � N cD QC Z 4 W O C� of - Ln �0 n I i CN X LLJ O u- ME HE Zz car O oZ Z Q w 0 Z Q Cr 4 z MCNI N Fasteners: As recommended by siding mcrAcicturer 0. Install siding in strict accordance with manufacturers Instructions, and as shown. P. Provide siding In as iong lengths as practical to minimize joints Provide solid backing at ends of all siding panels for nailing. O Install materials straight and true. Leave 1/8 inch space between ends of siding. Provide sealant at end joints In accordance with siding manufacturer's recommendations. R Drive nail heads flush with surface of siding. Maintain nailing pattern in straight horizontal Tines. S. ALTERNATE NO. is SUBSTITUTE vnyl siding for manufactured wood siding specified. I. Quality Assurance: Applicator shall have a minimum of 5 years experience installing preformed vinyl siding of the type specified and be approved in writing by the vinyl siding manufacturer. 2 Warranty: Provide written warranty that vinyl siding is gvoronteed to be weatheirtight and free from defects for a period of 20 years From acceptance of the Work. 3, Preformed Vinyl 51ding: Alco, GertoinTeed Monogram. beor lo-Pacific Castle Ridge, or approved, solid vinyl (PVC) siding, ASTM D 3679, double 5 inch profile. Provide manufacturer's standard accessories and trim. Color as selected from manufacturer's standard. 4. Install In accordance with manufacturer's recommendations. Panels shall hang without Strain after nailing. SECTION 0-1600 - FLA5HIN6 AND SHEET METAL A. Comply with UBC, Chapters 17 and 32, and 5MA6NA "Architectural Sheet Metal Manual." B. Sheet Metal: Galvanized steel sheet conforming with ASTM A 525 C. Sheet ;_ead: 4 pound sheet lead conforming with ASTM B 2cr, for flashing of vent pipes and other penetrations of roof. D. Fabricate all flashing and sheet metal Work: in accordance with requirements of 5MAGNA and as mown E. &utters ano Downspouts: 1. Match manufactured metal roof panels specified in Section 01410 for Base Bid, Alternate No. 2, and Alternate No. 3, whichever 15 selected. 2. Gutters: 5 Inch, continuous, 24 goge galvanized steel Ogee gutters. 3. Downspouts: 2 Inch by 3 inch, 24 gage galvanized steel. 4 Provide all accessories, hangers, brackets, Fasteners and sealants for a complete watertight installation 5 Support gutters minimum 3 feet on center. Support downspouts at top, bottom, and at 5 feet on center. b. Provide In -line strainer In downspouts, connect to tight line drain. Provide ADS adapter from downspout to tight line. Extend tightline 5 feet beyond building line for connection to storm drainage system by others as specified In Section 02720. F Furnish 5 year warranty on workmanship, Including labor and materials. SECTION 071;00 - JOINT SEALERS A. Comply with 5Wi "Sealants: The Professlonais' Gulde." B. Provide exterior and interior calking and sealing of Joints as required to seal perimeters of all openings in wolfs, and as required to weatherproof the building. Provide coiking and sealing wherever required to prevent light leakage and sound penetration, as Heil as moisture C. Exterior Sealant: Polyurethane elastomeric. sealant meeting Fed. Spec, TT-5-230, Vvlkem No. 116 Polyurethane. 5eolant, or equal. Silicone sealant at Contractor's intrusion. D. Interior Sealant: Acrylic -latex water -base sealant Ghem-Calk 60C or equal Option E. Sanitary Sealant: Mildew -resistant. silicone rubber sealant, i5enerai Electric "Sanitary Sealant,' or equd. END OF DIVISION 7 DI V 15I ON 8 - DOORS AND WINDOWS SECTION 08210 - WOOD DOORS A. Comply with AWI "Quality Standards," Section i30G, C:uston Grade requirements. B. Provide Custom tirade solid -core, flush doors, and stile and rail doors, os shown and scheduled. C Pre -finished and pre -hung doors manufactured by Weyer- haeuser Company, Algoma Hordwood5, ins., Solider Door Company, will oe acceptable subject to conFormonae with 5pecifieo requirements. D. Door Faces: Custom Grade clear vertical grain Douglas fir selected for color and grain match, with factory applied finishes as foiiows: Provide edge bands to match door faces. 1 Exterior Faces: Factor primed For paint finish specfied in Section 04100. 2, Interior Faces: Factory applied transparent Finish. Submit samples for selection. E Grossbands: 1/I6 Inch thick kiln deed hardwood. F Gores: Kiln dried softwood blocks or solid particleboard in conformance with C5-171 or C5-236 6. Stile and Rail Doors: Buffelen, Nicolol, or approved, as shown and scheduled, with factory applied finish. Buffelen numbers are specified as a standard of quality, appearance, and function. I. Type A Exterior: #B-5144. 2 Type B Exterior and Interior: #5-5130 H. Horaware Furnished as specified In Section D8700 1. Astraaale:: Provide on active leaf of pairs of doors. J Gormiy with requirements of NWWDA 1,5 and labeling autlnorlty, reviewed Shop Drawings, and manufacturer's instructions. K. Hordwore: I. Install In accordance with manufacturer's tn5truction5 and Industry standards, taking care not to damage doors, frames, Or their finishes, with ail mortises flush, and all screws turned to a flat seat. 2. Adjust and lubricate hardware, as required, for proper operation. 3. Upon completion of Installation, doors and finish hardware shall operate smoothly Doors shall stand open in any position. SECTION 08b30 - PLASTIC WINDOWS A. Submittals: Shop drawings and product data required. B Windows: Milgard Manufacturing, Inc., Mllgord Vinyl, fixed and operating units as shown I. Ventilators: Fully weotherstripped. Provide operating ventilators with aluminum screens. 2. Finish: Wnite, 3. Glazing: Manufacturer's standard Low E insvlotinq glass. G Furnish lifetime warranty on Insulation seal for Insulating glass units. D. Operating winatows shall be closed and locked during Installation. Install windows level, plumb and square, with 1/4 inch cleorance on all sides with weep holes at bottom. E Nail through fins at sides and base. At head place nabs 1/2 Inch above fin and bend down over Fin to allow for header deflection. Do not nail through fin at head. SECTION Ob800 - GLAZING A. Regulatory Requirements: Comply with applicable requirements of UBC, Chapter 54. B. Mirrors: 1/4 inch thick polished plate or float glass, silver coated and electrolyticaily copper plated. Provide concealed fasteners SECTION 08700 - HARDWARE A. Comply with UBG, Chapter 53, Handicap, and Fire Codes. B. 5ub5titution5: Obtain written approval by Architect five days before bid opening. G Finishes. Dull Chrome 626 -652 all areas except ce noted. Interior butts AP finish. D. Keying: Key as directed. Furnish permanent cylinders for installation by Owner upon completion OF construction Keying to be extenston of existing "BEST LOCK" system NO EXC-EPTION OF 5U85. PART 2 PRODUC.TS: 1. MATERIALS: A. The use Of hordwore manufacturers product numbers and designs is for the purpose of identifying type, function and quality. It is not meant to limit the specification to these brands only. Request for permission to bid other products of the same type, function and quality is to be made In accordance with instructions shown under Part I - General Paragraph sum heading "SUBSTITUTONS" B. Butts: i. Manufacturer Listed: 5tonley 2 Acceptable Substitutions: Hager, McKinney 3. Sizes: 1-3/4" exterior and vestibule doors - 5.0 x 4.5 1-3/4" interior doors up to and including 56" - 4.5 x 4.5 1-3/4" Interior doors over - 36" 5.0 x 45 NOTE: Butt sizes are to be modified if door trim interferes with the fullest possible degree of opening For doors. 4. cQucrtity: 1-I12" pair up to and including GO" In height. For doors over clC" in height supply one additional butt for each additional 30" in height, or fraction 'thereof. 5. For uru5ual size or weight doors, furnish type, size and quantity recommended by the butt manufacturer. G. Lockset, (Mortise Type): Manufacturer Listed: Yale 8700 FL Series 2 Acceptable 5ub5titution5: None 3. Design: AUR 4 Provide curved lip strikes of minimum length to protect trim with wrought boxes. D. Door Closers: 1. Manufacturer Listed: Yale 2 Acceptable Substitutions: Rixon 3 Size as recommended by manufacturer. 4 Spray Gldser5 to match adjacent hardware. 5. Whether specified or not provide the proper Feet to suit the conditions and the proper length arm to allow fullest degree of opening for doors, 6. ?rovide drop plates where required. 7. Contractor, shall Install all the screws required for the foot. 5. Provde speclal closer mounting as required where nterference pith weatherstrip or sound seal occurs. 9. DOOR CLOSER BRACKETS SHALL BE INSTALLED WITHOUT NOTGHIN6 DOOR SEAL E. Kick, Mop and Armor Plates: Manufacturer Listed: Builders Brass Works 2. Acceptable Substitutions, Ouallty, Trlmco 3 Finish: Metal finishers ore specified under paagroph - Flnl5n. 4. Material shall be 050 minimum thickness. 5. Plates shall be mounted with trussheod screws of matching finish. 6. Sizes: All plates shall be furnished with width 2" less than door width except pairs of doors without mullions shalt be I" less than door width. The height shall be as 5peclhed In the detailed hardware list. 1. Where door seal, sound seal or weatherstrip 15 installed on the jamb stop adjust kickpiate width to allow 1/8 - I/4" clearance each side. F. 5tops 4 Holders: Manufacturer Listed: Builders Brass Works 2. Acceptable Substitutions: Glyn -Johnson 3 There shall be stops to protect all walls, cabinet work or hardware operation. Wa11 Stops shall be used wherever possible, uniess otherwise called For, in the hardware Hypes. Where floor stops are used they shall be installed no farther than 8" from the latch edge of the door. DIV1510N 9 - FINISHES v. Weatherstrip and Thresholds: D. Preparation: Fill cracks more than 1/16 inch wide, and I. Manufacturer Listed: National buord SECTION 09250 - 6YP5UM BOARD depressions, with crack filler. L n 2. .Acceptable substitutions: None A Comply with USG, Chapter 43 and 47, and &ypaum Association eV 3. mere it occurs weatherstrip shall be applied to both 6A 216 "Recommended Specifications for the Application and E Installation: <y, sides of a mullion. Finishing of Gypsum Board." I. Provide glue down installation throughout. \ 4. All 20 minutes doors shall have 290AS door seal 2 Layout carpet to minimize seams, and parallel to O 5, DOOR SEAL SHALL BE ADJUSTED TO ALLOW GLOSIN& B. Gypsum Board traffic. 5eom by trimming edges, buttering cuts with AND LATGHIN6 OF THE DOOR AITHOJT Type X, ASTM G 36, at aril walls, callings, and seaming cement, taping or sewing seams o provide � j M interior partitions where gypsum board is scheduled. sufficient strength for stretching. Provide edging Q SLAMMING. Thickness, 5/8 Inch. wherever carpet abuts other floor materials. 0 LY H. Doom Silencers: 3. Install carpet within allowable temperature range I Manufacturer Listed: BEIN G. Accessories: Provide manufacturer's metal trim, taping, recommended by manufacturer. O 2. .Acceptable 5ab5tituttors: Glynn -Johnson and finishing materials. Provide metal corner bead for 4. Adhesive: Apply uniformly m accordance with Q Ln 3. Quantity: Furnish three (3) for each single door Frame all external carers and edge trim for all exposed edges. manufacturer's Instructions to Ln and Four (4) for each double Frame 5. Apply only to that amount of area that can be covered 4. Type: 64 for metal Frame and 65 for wood frame. D. Fasteners Type W, bugle head screws 1-1/4 inch long. by carpet within the recommended working tine of r) r 7 adhesive. N L Flush Bolts 4 Dv5tproof Strikes: E. install materials in accordance with 6Wsum Association &A b. Do not 5oll walls, bases, or adjacent areas. I. Manufacturer: Builders Brass Works 216, manufacturer's Instructions, requirements of 7. Promptly remove spillage. U X 2. Acceptable Substitution: Grn-Johnson regulator{ agencies, and as shown. 8. Carpet: W o L a. Install In accordance with seaming plans and mane- N Bolts shall be Installed top and bottom Inactive leaf of pair F. At gypsum board ceillnos, apply cN5wn board first to facturar's instructions. _ of doors. D.,stproof strike - Mounted in floor or threshold ceilings and then to partitions. .joints on opposite sides b. Fit neatly Into breaks and recesses, against to accept bolt at bottom of Inactive leaf. Svpply 12" of some partition shall occur on different studs. Install bases, around penetrations, under thresholds, and standard length for doors up to 54" in height. Doors over gypsum board in moderate contact, not forced into place. around permanent cabinets and equipment / 1 84" will have top rod extension to place center line of bolt c. Seal ail seams with latex seam sealing compound. `•J no more than 72" from floor. 6. Finishing: d. Broom or roll to remove air bubbles and insure . Provide taping and finishing using proper hand tools bond.i. HARDWARE GROUPS• such as broad knives or trowels with straight and true e. Install edge strips where carpet adjoins resilient Q A. Refer to Door Schedule or,d Specifications for related edges or mechanical tools designed for this purpose. flooring. information concerning the Following Hardware Groups: 2. Seal all screw heads at WR board using waterproof sealer. F. Gleaning: Remove spots and smears of cement from carpet HARDWARE 6ROUP #I: (DOORS #1, 6) 5. Apply joint compound of all joints, and metal trim In immediately with solvent. 3 EACH HIN6E5 GB Igb0 5 X 4-1/2 accordance with &A 21b. O I EACH PANIC. AU7[W X 55b X F08-L,G. 4. Reinforce all joints, corner beads and metal trim with 6. Upon completion, vacuum with commercial beater bar type I EACH CYLINDER 4185 tape. Center all tape on joint and seat In joint vacuum cleaner. Protect from soiling and damage until I EACH CLOSER 330113F compound. Apply skin coat to cover tape. Allow tape to acceptance by Owner I EACH KIGKPLATE #37 6 x 2" LDW x U5320 dry before second coat 15 applied. j I EACH STOP lN12 x U5320 5. Apply second coat of joint compound over embedding H. At a time convenient to Owner, approximately 8 to IC Q I EACH THRESHOLD 613 x REQ'D WIDTH carat, cover tape and feather 2 Inches beyond edges months after occupancy, or earlier If requested by Owner, W J I EACH DR BOTT 4447b x REQ'D WIDTH leaving )vent flush. repair open seams, loose edges, and any other Faults which Q Or)00 SET W/S 2525 x HEAD 4 JAMES 6. Wren second coat is dry apply third thin coat of may have developed. If areas of carpet carrot be adjusted CJ finishing compound feathered 2 Inches beyond second to satisfaction of Architect, replace with new carpet to 4 Note. Minimum stiles required for the stile 4 rail doors is 5' In coat match existing, at no additional expense to Owner. W order to accommodate the mortise lockset. 7. Finish all nail, screw depressions, gouges, and :2 n scratches with 2 coats of joint compound. Leave SECTION 09900 -PAINTING U O HARDWARE GROUP #2: (DOORS #2, 6) 5u-faca of m board flush ad even. A. Surfaces Not to be Pointed: Materials with factory ry C) cc 3 EACH HiN&E5 GBIcI60 5 x 4-1/2 8. Solfinish coat when dry to leave surface flush, applied finish, hardware, finished metals, glass, Plastic.O I EACH LOCKSET AURBiOBFL x L.G. smooth, and ready far painting specified in section laminate, fiberglass reinforced plastic wall paneis, Q O d I EACH GYLINDER 985 Og90O lighting fixtures, Code -Required labels IEACH GL05ER 330IBF rr) Q 1 EACH KIGKPLATE #37 6 x 2" LDW x U5320 H. Wlth final application of Ioint compound and sanding, B. Unless otherwise shown or specified paint all surfaces I EACH STOP IN12X U5320 leave gypsum board surfaces uniformiy smooth. Provide exposed In the finished Work, I EACH THRESHOLD 613 x REO D WIDTH uniform coat of United States Gypsum "First Coat", or I EACH OR BOTT 44475 x REQ'D WIDTH approved. over all exposed gypsum board. Provide dash G. Comply with quality standards of Architectural 5pect- 1 SET W/5 2525 x HEAD 4 JAMBS (W& NO texture finish for all exposed gypsum board. Ficotion Manual (A51M), published by Specification 5UB) Services, Kent WA 98032. Inspection and Warranty ore not I. Prime paint gypsum bead, with latex primer-serequired.aler � Note: Minimum steles required for the stile 4 rail doors is 5" in specified in Section 09g00, before and after application order to accommodate the mortise lockset. of light texture coat, D. Submittals Color chips, and sample brush -outs. HARDWARE GROUP #3: (DOORS #3) SECTION Og500 - ACOUSTICAL TREATMENT E. Extra Materials: Furnish 5 gallons of each paint type and cam. 8 EACH HIN6E5 GBlgbi 5 x 4-1/2 U532D A. ALTERNATE NO. 5 5UBSTITUTE suspended acoustical panel color used. z .B 2 EACH FOLT 5021 ceiling in lieu of BASE BID gypsum board ceiling shown and Z O I EACH OP5 5046X speciFied. F. Acceptable Manufacturers: Comply with ASH Section 7. I EACH ASTRAGAL 158A x REQ'D HEIGHT © �- I EACH LOCKSET AUR870BFL x L.G. v, Paint Systems: Comply with A5M Custom Grade R uirements. B. Submittals: Shop Drawings Including layout of suspension � �P y � i EACH CYLINDER 985 system, locations and dimensions of access doors, and I. Exterlor: � I EACH CLOSER 3301 (a ACTIVE LEAF) other Items to be Installed In suspended ceilings. a. Ferrous Metal, (not galvanized): �i Q I EACH HOLDER 245 (o ACTIVE LEAF, MOUNT ON KICKPLATE) One coat zinc -chromate primer. 2 EACH STOP F9080X x U526D (BE" NO SUB) G. Suspension System: Armstrong, Prglude, direct hung, Two coats exterior alkyd seml-gloss enamel. 2 EACH KIGKPLATE #37 12 x I"LDW x U532D electro vanized, exposed T, with low sheen satin white b. Galvanized Metal: cn I EACH THRESHOLD 613 x REQ'D WIDTH One coat exterior galvanized primer 1 enamel mesh. 2 EACH SWEEP 600A x REQ'D WXiDTH Two coats exterior alkyd semi -gloss enamel. DQ iY I SET GASKET 2525 x HEAD 4 JAMBS D, Acoustical Panels Armstrong, Cloth Faced Callings, C. Siding, Soffits, and Facial: G Painted Nubby 3101, 24 inch by 48 Inch, square cut, One coat exterior alkyd primer, omit primer at Q HARDWARE GROUP #4: (DOORS #4, 5, 7) lay -in NRG range .80 -AC. primed siding. 3 EACH HINGES CBI961 5 x 4-1/2 U532D One coat exterlor alkyd semi -gloss enamel. I EACH LOCKSET AURB720FL x L.G. 2 Interior E. Install In accordance with manufacturers recommendations, (UL� I EACH CYLINDER 985 ASTM C b3b, and reviewed Shop Drawings. Suspend finish a. Exposed rood: Where paint Is scheduled I EACH CLOSER 330113F ceiling I foot below bottom chord of roof trusses and to One coat latex primer. 4 Cr) I EACH KIGKPLATE #37 6 x 2"LDW x U532D follow slope of bottom chord of trusses, approximate slope Two coats Interior low lustre alkyd enamel. I EACH MOP PLATE #3'I 4 x I"LDW x U5320 3:12 b. Gypsum Board (typicaU: � tY I EACH STOP W12X U5320 Two coats latex primer tinted to match final Iu- I EACH THRESHOLD b13 x REOV WIDTH F. Finished suspended celhngs sholi not deviate From sloping color. Apply one coat each before and after I EACH DR 507T 44476 x REOV WIDTH ceiling plane In excess of 1/5 inch in 12 feet application of texture coat specified In Section I SET W/5 2525 x HEAD 4 JAMB 041250. SECTION Og540 - SPECIAL WALL SURFACES Two coats Interior latex Flat. � L Note: Minimum stiles required for the stile 4 rail doors is 5" In A. Provide laminated Fiberglass reinforced plastic (FRP) wall c. Interior Metal: `\..J order to accommodate the mortise lockset. panel Work in Shower Room as shown and specified. One coat latex rust inhibitive primer. One coat latex 5eml-9055. HARDWARE GROUP #5: (DOOR #9) B. ittals: Manufacturer's product data, color samples �� rL C'3 EACH HIN6E5 GBi960 4-1/2 x 4-1/2 and Installation instructions. H. Tint all pigmented undercoats to approximately some shade M I EACH LOGKSET AURB70BFL x L.G. as final coats Noticeably decrease depth of shade in Q I EACH CYLINDER g85 successive coats. G. Fiberglass Panels: Citadel Architectural Pa'OdUatS, I EACH STOP W12X x 05321) Gleancote WP Panels; or approved; 0.30 inch thick FRF face Y 3 EAGH SILENCER 0406 bonded to one side of h mm cement board substrate, color 1. Color Selections: I3r as selected from manufacturer's standards. I Exterior colors will generally consist of two trim Q HARDWARE GROUP #6: (DOORS #10) colors and one body color. 6 EAGH HINGES CBI9b0 4-1/2 x 4-1/2 NRP D Accessories: Provide panel manufacturer's standard one- 2 EACH F. BOLT 5021 piece moldings for Inside and outside corners, caps, J Prepare surfaces in accordance with materials maw- O 1 EACH D P,S. 5048X coves, and division bars. focturer's recommendations. Glean, remove foreign matter, I EACH ASTRAGAL 15&A x REO'D HEIGHT patch holes, cracks, and Irpoerfections with compound <t: I EAGH LOGKSET AURB7O-TFL x L.G. E. Adhe5lve/5ealant: As recommended by panel manufacturer recommended by manufacturer of point to be applied to Z I EAGH CYLINDER 985 for application to wood framing. these surfaces. Bring all areas to be painted to true, 2 EACH STOP F6063X even surfaces. 2 EACH SILENCER iNo6 FF . F asteners: Panel manufacturer's standard nylon skive } rivets or stainless steel screws. K. On smooth surfaces carefully sand all finishes for good �-� C HARDWARE GROUP #7: (DOOR *11) adhesion of subsequent coats. {(�� J' 3 EACH HIN6E5 GBIg61 4-1/2 x 4-1/2 v. Install fiberglass panels in accordance with 0 I EAGH LOCKSET AURB70BFL x L.G. manufacturer's Instructions and as shown and specified. L. Apply putty, caulk, or spackle after surfaces ore primed /j I EAGH STOP W12x x Ua s co 532D ariprimer I5 dry. Spot prime areas arequired. I EACH MOP PLATE #37 4 x I"LDW x U532D H. Expansion Leave 1/4 inch gop at telling and Floor, and 3 EACH SILENCER W06 V8 Inch gap between wall panels. Allow 1/5 inch minimum M. Apply materials evenly, free from stags, runs, crawls, gap wound pipes, electrical fittings and similar holidays, or defects. Mix to proper consistency, brush PART 3< EXEGUTION penetrations. Fill gaps with sealant as recommended by out smooth, leaving minimum of brush marks; material shall I. PREPARATION: pane! manufacturer be flowed on. Avoid lapping material on adjacent surfaces A. Provide solid blocking for all woll stops and bumpers 1. Install fasteners In accordance with panel manuFacturer's recommendations. N Apply paint by brushes, roller, or spray; sheepskin Bg SECTION Og680 - CARPET � B. Fasteners: Check all conditions and use Fosterin devices daubers m be used to reach surfaces which ore as needed to secure or anchor all hardware as per inaccessible to paint brushes manufacturer's published templates. SeiF-tapping sheet A. Installer Qualifications: Installer of at least IC metal screws are not acceptable All closers and exit projects equal In yardage to Work specified. Minimum 5 0. Tint all pigmented undercoats to approximately same sh 40 devices on wood doors shall be thru-boltea The years experience. as Final coat. Noticeably decrease depth of s w� contractor shall be responsible For drilling wood or meta B. Materials: successive coots. iiFFIST1RED Q with the recommended hold sizes. 1. Carpet: Furnished as specified under Allowances, jf � Section 01020. P Apply exterior paint finishes on wood surfaces to Il\J11 END OF DIVISION 8 2. Adhesive Manufacturer's Standard for concrete slab completely penetrate all knots. MARL L p� on g'�' STATE OF WASMUGi Il ii C. Examination: Prior to start of Work inspect all surfaces, Q. Gleaning: On completion carefully clean all glass, verify that surfaces ore clean, dry, sound, level, and hardware, and similar surfaces to remove al' misplaced free From oil, grease, wax or other foreign matter that paint and stain spots or spills Leave Work in condition 7 would impair Installation. Surfaces shall be leveled so acceptable to Architect that no telegraphing of substrate occurs. Carpet END OF DIVISION g LJ Installed on mpropehall improperly prepared surfaces shall be removed and replaced. -_ n °t t>T BATF 08. 14/95 PR' -JEST DIF NAME _ -,H8P- PRo, DRAWING NAME = SHBR-5P3 DIVISION 10 - 5PEGIALTIE5 SECTION 10800 - TOILET AND BATH AGGE550RIE5 A. Provide ail toilet and bath accessories as shown and scheduled on Drawings. B. Installation: I. Verify wall openings for correct dimenslons, plumbness of blocking and frames, and other preparation that would affect quality of Installation. 2. Provide solid blocking, as specified in Section 06100, for all wall mounted or wall supported Items. Blocking For grab bars shall be adequate to meet requlrements of Washington State Barrier -Free Regviot0ne, and Uniform Federol Access Standards. 3 Install In accordance with manufacturer's recommendations, mounting heights as recommended b, manvfacturer and as required by Washington State Barrier -Free Regulations and ADA 4 Finish of exposed fasteners shall match Items secured. 5. Fit flanges of accessories snug to wall surfaces. 6. Adjust accessories for proper operation. END OF DIVISION 10 DIVISION 15 - MEGHANIGAL SECTION 15010 - BASIC MECHANICAL REQUIREMENTS A. Provide a complete working Installation with all equipment called for In proper operating condition. Documents do not undertake to show or list every Item to be provided. Wien on item not shown or specified is clearly necessary for proper operation of equipment shown or specified, provide an item which will allow the system to function properly at no Increase In Contract Sum. B. Coordinate Stub -outs for plumbing sanitary and storm sewer, and Mechanical Room controls with Civil Drawings under separate contract. G Regulatory Requlrements: Nothing In the Drawings or Specifications shall be construed to permit Work not conforming to applicable laws, ordinances, rvles, or regulations. D. Submittals: 1. Submittals shall be In accordance with Section 01300 and as specified. 2. Forward all submittals together, at one tare. Inds lduai or Incomplete submittals are not acceptable. 3. Identify each Item by manufacturer, brand, trade name, number, size, rating, or whatever other data is necessary to properly Identify and review materials and equipment. 4 Submit 2 copies for, review prior to fabrication. Submit 2 Final copies after approval. E. Coordination: I, Visit site and become Familiar with existing con- ditions affecting Hork. 2. Verify locations of any existing burled utilities on or near the site, Determine such locations in conjunctlon with all public and private utility aompanles, and with ol, authorities having juris- diction. 3. Drawings are to some extent diagrammatic and do not attempt to show exact details, offsets, or similar Items. 4. Verify all measurements and c.onnectlons on the job, and check vertical clearances. 5. Hinen discrepancies occur between Drawings and Specifications, the Architect wiU determine whlch takes precedence. Contractor shall perform selected requirement at no Increase in Contract Sum. b. Check mechanical and electrical Drawings and Specifications to ensure proper location and electrical characteristics of connections serving mechanical and electrical equipment. 1. Advise the Architect In writing of any modifications required to soft equipment to be provided. 8. Locate all piping to avoid conflict and Interference with ductwork and lighting fixtures that may be Installed after plumbing and piping. In general give ductwork preference over piping, unless directed otherwise by the. Architect. g. It is the responsibility of the Mechanical Contractor to Indicate to the Engineer any discrepancies in the drawings or specifications which conflict with any Code or standard Industry practice prior to bidding. Any changes required by such discrepancies shall be performed later at no change in price In the contract amount. SECTION 15050 - BA51C MECHANICAL MATERIALS AND METHOD5 A. General: I. Ron all piping concealed In Finished areas unless otherwise noted. Arrange piping to avoid interference with light outlets, fixtures, ductwork, and other Obstructions. 2. Allow sufficient spore for the proper installation of pipe covering. Ailow For expansion and contraction of all piping including run -outs, branch takeoffs, hanging and anchoring, and as shown 3. Volve each removable or replaceable item of equipment. Install all valves completely accessible for service and repair. 4. install valves with stem horizontal or above the horizontal. 5. Provide unions at each pipe connection to equipment and where necessary to disconnect piping for repairs. 6. Provide suitable hangers for all piping. Provide all anchor bolts required For securing any part of the Hork. 1 Provide steel pipe sleeves through concrete construction. Wherever concealed piping passes through floors or walls pack annular space with non-combustible material to serve as a fire stop. B Moterlais: 1. Steel Pipe: welded or seamless, A5TM A 120 or A5TM A 55. 2. unions: Grinnell, Halworth, KAhrs, ound joint malleable type, match pipe in whicFn installed. 3. Valves: ;,rare, 5tockhan, Holviorth, rising stem with union bonnet, rating 125 psi wsp minimum. 4 Valves in Copper Tubing: Chose, Mueller, Nlbco, with bodies For soldered joint end correction 5. Copper Tubing and Fittings: o. Monufocturer: Mueller, Chase, Anoconda. b. tubing. Hard -drawn, Type L, Type M, and Type K as specifled c. Fittings: Bronze castings or 5eamle55 wrought copper, soldering pattern. d. Solder: Tn-antimony c5-5 for oil joints, or high temperature silver solder where required. b. Plastic Drain, Waste, and Vent Pipe and fittings: Polyvinyl Ghloride (PVC), A5TM D 2665. G. Testing. 1. water Piping: Test by hydrostatic pressure at least 1-1/2 times maximum operating pressure, but not iess than 100 psi, for a minimum of 24 hours. Use only potable water for testing. 2. waste, and Vent Piping: FIII with water to highest point in each system with all air removed. 3. Gas Piping: Test with compressed air, 15 psi minimum for 2 hour oration during which pressure shall not drop over 0.1 psi. 4. Air Supply and Distribution System: Perform operational test. not less than 4 hours duration, prior to commencement of air balancing. 5. Temperature Re ulation: At completion of the Work emperat test all ture regulation equipment under Operating service, by qualified engineer In the employ of the installer. Following testing and adjusting submit installer's signed certification that equipment has been put in perfect operating order. 6. Motor Driven Equipment: Test all motor driven equipment for proper rotation. Test and record amperage, and correct all conditians where motor overloading occurs. SECTION 15140 - SUPPORTS AND ANCHORS A. General: Provide standard and fabricated hangers and supports complete with necessary inserts, bolts, nvts, rods, washers, and other accessories. Prevent contact between dissimilar metals by approved means. B. Duct Hangers and Supports: Use 5MAGNA approved methods of Fastening bracing to ductwork, Including riveting, bolting, and tack welding. G. Sleeves: Size large enough to allow for movement due to expansion and to provide for continuous Insulation. D. Equipment Bases and Supports: Provide selsmlc straps to secure water heater, or other equipment subject to seismic stress to walls and Floor. SECTION 15250 - MECHANICAL INSULATION A. Insulation, Jacket and Adhesive Materials: GertainTeed, Manville, Owens-Corning conforming to requirements of NFPA qOA, A5TM G 547, and ASTM E 64. Maxhnun UL flame spread classification of 25 and smoke developed rating OF not more than 150,(25 flame and 50 smoke when used in, return air plenums), when tested in accordance with UBC Standard 42-1. B. Pipe Govering: Domestic Water Piping: Premolded phenolic foam, urethane foam, or glass fiber, 1/2 Inch thick for cold water, I inch thick for hot water. Provide general purpose vapor barrier jacket on cold water piping. Insulation and vapor barrier are required for piping in un-heated areas only. G. Duct Insulation: Provide insulation on supply and return air ducts In unconditioned spaces, from outside air louver connection to point of discharge, and sound -liner in all rect.. yla ducts. .A combination of wrap or liner may be used to achieve on overall value of R-1. 1. Flexible Glass Fiber Duct Hrop (F(5F): 1.5 it) density, minimum R-1 installed, foil jacket, Manville Mlcrolite, or approved. 2 Sound Liner (where shown): OIL) 2 Inch thickness, 1.5 ib density, duct liner; minimum R-5.6. G56 Ultraliner, Owens-Corning Fiberglas, Aeroflex, Knouf, SECTION 15400 - PLUMBING A Comply with Uniform Buiidinq Code and Uniform Plumbing Code. B. Submittals: Shop Drawings and Product Data. C. Plumbing Fixtures: Refer to Plumbing Fixture Schedule on Drawings. include faucets, traps, stops, and other fix- tures, trim and accessories required for complete and Finished Installation. D 5onitary Drams: I. Soft and Haste Piping Above Ground: ABS, ASTM D 2661, Schedule 40. 2. Soft and Haste. Piping Below Ground: AB5, ASTM D 2661, Schedule 40, no pipe smaller than 2 inches. E. Domestic. Hot and Gold Water Piping and Flttln Insulate all hot water lines and place all lines between heated spaces and Insulation. 1. Inside Bviiding: Type L hard -drawn copper. 2. Below 6round Under Building: Type K hard -drawn tubing with all joints silver soldered. Type L soft -drawn copper with ro joints may be used below ground under the building. 3 Air Chamber. Provide at each connection to plumbing fixture, same size as connection. Minimum length 16 Inches, except 24 Inches at Flush valves. F. Gas Piping: 1. Plpe Schedule 40, black steel, for 125 psi, conforming to A5TM A 120. 2. Fittings: Threaaed, welded or Flanged, compatible with pipe and installation requirements, 125 psl. e. Gleanouts: Provide at all locations required to clean piping, Incivdkng end of main drain, base of all vertical stacks, at crosses, and elsewhere as required by codes and ordinances. Full size of piping served, accessible for use with conventional cleaning equipment. Provide PVC plugs, with approved lubricant on threads. H. Exterior Wall Hydrants: Non -freeze type for standard hose Fittings. Insulate supply lines with 3/4 inch thick pre -formed foam insulation at unheated spaces, Including attics and exterior wall cavities. J. Provide 01i piping, fittings, valves, and other Items for a complete natural gas system. K. Equipment Supports: Provide seismic straps to secure water heater to walls and floor. L Provide separate floor drain for temperature and pressure relief From hot water heater. 5EGTION 15500 - HEATING, VENTILATINS AND AIR GONDITIONIN6 A. Comply with Uniform Building Code, Uniform Mechanical Code, and Uniform Plumbing Code, and Washington State Energy Code. B. Submittals: I. Product Data: Manufacturer's model number, sizes and performance criterla. 2. Shop Drawings: In detail showing sizes and locations of all components and ductwork. 3. Deslyyn and heat loss caiculattors In compliance with regufatcry requirements, and manufacturer's data in conformorc.e with requirements of Contract Documents. G. Furnace: I. Trane *TJD12ORg54A., or approved, warm alr furnace for use, with natural gas, in compliance with applicable codes, capable of common venting with other gas appliances, with automatic electronic ignition without continuous pilot light. Provide vent system as recommended by manufacturer. 2. Roof Vents: 6 inch Type B vent through roof. 3. Heating capacity as required to meet design requirements of Hashington State Energy Code, and local Building Department with overall thermal efficiency of 50 percent or higher. 4. Orient and position for ease of access For service, Inspection, and maintenance during operoting life of unit. 5. Provide air delivery by centrifugal blower, statically and dynamically balanced, driven by a high efficlency multiple speed electric motor suitably sized to avoid possible overloading. D. Controls: I. Integral, low voltage control system complete with all safety controls required by codes, to sense conditions and cause appropriate mechanicai response to the following: a. Ignite heater gas when heat Is required. b. Run heater fan only when air Is warm or "Summer Switch" Is on 2. Thermostat: Provide Honeywell *T-7200 programmable thermostat. 3. Provide fresh air ventilation In compliance with H5V d IAO Sec. ED!, HAG 51-13, and control Interface between thermostat, furnace, and motorized damper. Damper to be open during occupied hours. E. Filters: Provide accessible cold air return plenum Filter rack to Filter full air flow with face area average velocity of not more than 300 Fpm. Provide pleated style disposable filters having efficiency rating of 30 to 35 percent. After final start-up replace filters with new ones. F Exhaust Fansr Broon *362, or approved. Provide all aluminum duct Insulated to R-4. Fan shall run when either Restroom or Shower light is on. Provide each run with volume dammper. SECTION 15bbO - AIR DISTRIBUTION A. Ductwork: Conform with A5HRAE 6uide and Data Book and 5MAGNA Duct Hari Provide galvanized, rectangular, or round sheet metal ducts, and round flexible ducts as shown. B. Diffusers, 6rllles, and Registers: Shoemaker q03, GB, or MA Series supply and *qO5 Series return, or approved. Provide O.B.D's where indicated. All ducts shall have a convenient means for air balancing. Aluminum or steel with factory baked enamel Finish, color as selected, Coordinate locations with Hork of other Sections. G. Drawings do not attempt to show all Offsets ir: ductwork. make such offsets as necessary For Installation of Hork at no increase In Contract Sum. Fifteen degrees maximum angle of offsets. D- Test and balance system to design air flows. Provide certified balance report to Architect. END OF PIV15ION 15 DIV1510N 16 - ELEGTRIGAL SECTION 16010 - 6ENERAL PROVI510N5 A SCOPE Provide complete and Fully operational all electrical systems within the complex, along with power and signal connections to equipment furnished under other divisions of the specifications. B. GODE5- Conform the National Electricai Code, State of Washington Electrical Code and focal ordinances. C. SUBMITTALS: Provide Full submittals on all electrical equipment. D. WARRANTY: One Full year after completion. E RECORD DRAWIN65: Provide full sets, kept continually updated, one print set and one reproducible. F PERMITS: Obtain and pay for electrical permit. Arrange for Inspection as required. SECTION 16030 - TESTING SCOPE: Fully test all electrical systems for safe and proper operation. SECTION Ib100 - BASIC MATERIALS AND METH005 A. SCOPE. Provide all new materials. B. 9U95TITUTION5: Acceptable equals will be published by addendum prior to bid. No substitutions will be allowed after award of bid. C HORKMAN5HIP: Shall be of the best quality and performed by experienced electricians under supervision of an experienced foreman. D. N015E TRANSMISSION: To prevent noise transmission between adjoining rooms, all devices on Opposite sides of wail to be spaced a minimum of b" apart (horizontally preferred). SECTION 16105 - ELECTRICAL 51TE WORK SCOPE: Provide underground :onduit for electrical site utilities, power, telephone, and site lighting wiring. Trench backfill (compact to qO percent minimum) and restore surface to original condition. SECTION 16110 - RAGEHAY5 A. SCOPE Provide raceway system complete (all wiring shall ae installed in raceway). Install raceways concealed In construction for all areas. B. MATERIALS/1"RODUGT5: I. Rigid galvanized Steel -where In cone^aor subject to damage. All rigid steel underground to be coated bitumostic. 2. Electrical Metallic Tubing - general condult in building 3 Flexible Conduit - for service to motors, transformers, light fixtures in suspended ceilings. Liqultlte for wet applications. 4 Flexible Metallic Tubing - light fixture pigtails only. \ �O LLJ Q r Nte � > C) � C) Q O r-) 5. PVC underground and In floor slab where encase in � (0 minimum 2' concrete. 6 Surface Raceway - where speciflcally designated only. in 0) 0) N N SECTION 16120 - CONDUCTORS AND TERMINATIONS A. SCOPE: Includes all wires and cables used for power and W �I X Q lighting circuits. LL �- B. BUILDING HIRE: Shall be rated 600 V. THH, except THHN or THHN Insulated for *8 and smaller, *12 AH6 minimum for power conductors. Aluminum O.K. for sizes *I/O v and larger, subject to proper terminations. r/ SECTION 16130 - OUTLET AND PULL BOXES Q SCOPE: Provide outlet boxes for devices such as receptacles, switches and light fixtures and pull boxes as required in the 0 condult system per the National Electrical Code. SECTION 16140 - 5HITCHE5 AND RECEPTACLES O A. SCOPE: Includes light switches, general and special purpose receptacles and device plates. B. MATER!AL5IPRODUCT5: W r � _ Switches -specification grade, 211 volt, 20 ampere LlJ N W ai 2 Receptacles - specification grade, duplex NEMA 5-15 `t configuration (15 amp, 120 volt), back and side wired. 0 W 3 Device Plates - stainless steel with Sierra type 302 satin MS stainless finish_ / Cn LJ 4. Exterior - weatherproof type with horizontal mounting. SECTION Ib160 - MOTOR CONTROLLERS G 0 T Q A. SCOPE: Provide Individual motor starters when they are not Z supplied with the equipment being furnished. SECTION 163gO - TEMPORARY POWER GENERAL: Assist the general contractor in providing temporary construction power and lighting per Division I of the specifications SECTION 16410 - ELECTRIC SERVICE A SCOPE Provide permanent service entrance complete. B. HORK BY UTILITY: Underground primary and transformation /✓ ((-1� to utilization voltage. \� C. HORK BY GONTRAGTOR, Underground secondary from Z utllibj transformer to the service panel($). ZZ F- D. VOLTAv'. 6E• 5erce voltage to be 20BY/120 V., 3 phase, 4 r��r�^�..' Z W. 5ervice ponel(s) to be service entrance rated. u _ (!T 5EGTION 16450 - 6ROJNDIN6 < A. SCOPE: Provide grounding per National Electrical Code cn B. RECEPTACLES. All receptacles to have grounded pole. tw- SECTION 1641i - PANELBOARD5 O A. SCOPE: Provide all panelboard equipment, complete, dead U Front type with common keyed doors. Z Q B. MATERIAL5/1PRODUGTS: Rated 205Y/120 Volts. Three phase, four wire, 100% neutral. Circuit breakers bolt-vn Q type, 10000 A.I.G. minimum. W SECTION 16500 - LIGHTING A. GENERAL: Lighting levels to be restricted by the constraints Q of the lighting budget (wattage) allowed by the Energy Code.J� B TYPE OF LI6HTiN6: interior lighting will be fluorescent Z < with minimal Incandescent for accent lighting. outdoor lighting Fixtures will be vandal -resistant, high pressure sodium. O 1 Lamps will be energy solving, 34 watt, 2g25 lumen. �� )�) `� Imo_ 2 Fluorescent Ballasts - super low heat (51-H), Glass P, high 0 power factor type "A" sound rating. SECTION 16140 - TELEPHONE/DATA RACEWAY SCOPE: Provide raceways and outlet boxes only for telephone / data system cables. Telephone / data cable and equipment by others. Q tl SECTION Ibg30 - OUTDOOR LIGHTING CONTROL EOWPMENT r� GENERAL Outdoor lighting to be controlled bj photocell/ O timer lock combination set to allow fixtures to be on at selected co times during hours of darkness. cl� Q SECTION ibggq - PROJECT GLO5EOU7 (n Perform project closeout procedure including submittal of final 7Z code Inspection, final punch list Items and record "as -built" drawings. OEND OF DIVISION 16000 V C! t 4%9 n� is 'lam 7 Z UJ (n 06. 14,9F PR1iECT DIP. NAME --PRY DRAWING NAME = SHBR-SP4 SIAMESE ROOF CONNECTION MANIFOLD 4" FEMALE NST X 2 1/2" MALE NST 90• SIAMESE 4" FEMALE NST X TWO EACH fCONNECTOR WITH 2 1/2" MALE NST WITH CLAPPERS AND 2 1/2 X 1 1/2" REDUCING 2 1/2" BREAK CAPS ADAPTORS AND TWO f 1 1 /2" CAPS, TWO 24" 4" AWWA NRS 4" GALV. RISER (TYP) GATE VALVES 24" - 4" COMPANION 1 FLANGE (TYP) 4" HDPE (200 PSI PRESSURE RATING) HDPE 150�I FLANGE ADAPTOR SERVICE SADDLE 90• DUCTILE (TYP) WITH BALL DRIP IRON BEND IN GRAVEL POCKET 90' DUCTILE IRON BEND NOTE: RISER PIPE AND VALVES SHALL BE COATED WITH TNEMEC SP-1 SURfoce pre oration, tnemec PRIMER SERIES SERIES 135 (3-5 MIL DRY FILM THICKNESS), AND TNEMEC FINISH COAT 73 (3-5 MIL DRY FILM THICKNESS). 20 0 20 40 60 Feet SCALE 1" - 20' LEGEND MLL'W MEAN LOW LOW WATER PROPOSED SIGN AND POST PROPOSED ASPHALT PAVEMENT ® EXISTING ASPHALT PAVEMENT ' • PROPOSED CONCRETE EXISTING CONCRETE EXISTING CONTOUR gyp— design CONTOUR PARK BOUNDARY LINE ah EXISTING SPOT ELEVATION PROPOSED GRAVEL EXISTING GRAVEL —x—x — — PROPOSED FENCE —❑—o—o— FILTER FABRIC FENCE PROPOSED ELECTRIC CONDUIT 4 PROPOSED THRUST BLOCKING MATCH EX. GRADE • STACK • p •e I`J FLOAT CONSTRUCTED BY OTHERS x—x x �x CENTERLINE—x r Ix ,! WATERLINE TRENCH TO CONTAIN I ( I THE FOLLOWING UTILITIES: x 1. NATURAL GAS I x 2. ELECTRICAL SERVICE X 3. CABLE TV CHAIN LINK FENCE 4. TELEPHONE 2% I--�TYPE 1, WSDOT STD. CONTRACTOR TO COORDINATE WITH i PLAN L-2 (OPTIONAL BID INDIVIDUAL UTILITIES. 17EM ) % x 2" GAS LINE CONTINUE BEYOND END OF WATERLINE x B IE= 13.4 2" GAS LINE �G E 42 BIOFILTRATION SWALE X 8" CAP REMOVE AND DISPOSE OF & BLOCKINGEX. ASPHALT PAVEMENT i OF WATERLINE 55 VC 0 0,40% \\\ x 8" GATE VALVE f 14 V�(FLG X MJ) { j « I i m 8" x 6" FLG "T" x f i 22.5' E 1 i" METER cv 1 I (MJ X MJ) FLG. COUPLING ADP. 121 • p A W--^---- 4.G (,MJ MJ) _ E: 1 1 1/2- COPPER SS 45' �EL, • WATER SERVICE e� FIRE HYDRAN I PROPOSED BUILDING TYPE 1 ce ASSEMBLY • 6" SIDE SEWER TOP' 1" FF=16.00 IE`14.0 2% MIN. GRADE IRRIGATION SERVICE m < L• REFER TO ° • •c ° IRRIGATION PLANS OUBLE CLAPPER SIAMESE CONNECTION N 556743.32 WITH 4/FEMALE NST SOVEL E 1210633.80 jNfJ BREAKCAPS os 2-1/2 MALE NST ° ° p ° n 7, 0 WORK BY EXISTING CONCRETE BULKHEAD FOR DOCK, MATCH SIDEWALK TO THIS BULKHEAD Leonard, Boudinot & Skodie Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street; P.O. Box 1228 Mount Vernon, WA 98273 VVV Tel: 360-336-5751 Fox: *360-336-3981 �4" HDPE DUPLEX SUBMERSIBLE PUMP SEWER LIFT STA-nO (SEE DETAIL) jB CD ❑�0 24 45" EL. (MJ X MJ atD c5z6.2 loF5' EL. 'r I(M.; X MJ) r , , i CONCRETE SIDEWALK PRECAST CEMENT CrWPDCTC BUMPER CURB WSDC STD PLAN F-1 (TYP N 556037.19 E 1210661.71 EL +12.19 (MLLW) --FILTER FABRIC FENCE /" FIDALGO BAY f ` L*MITAHLE A5 INSTRUCTED 1v ,vr�v,... � r- c BY THE ENGINEER MANUFACTURERS RECOMh-ENDATION NOTE, CONTRACTOR SHALL LOCATE SHALE PARKING LOTS AS DIMENSIONED, OR AS TO MINIMIZE DAMAGE TO EXISTING TREES. B I OE I LTER SHALE DETA I L SHEET DESCR1PT" UTILITY PLAN NOT TO 5GALE SIC+IiE• 1 •, - 20' IAPA" BY.- DM/M XSIGWED BY- HAF/0111 CHECKED BY., Jet MW BOOK/PAGE: PAT MARCH 11995 a VICINITY MAP SOUTHPRUECT PARK HARBOR FOR PORT'ANAC#771HES W LZ I— ZDIM T' �0 co DRAW/ 6 NO, 96W / `4 JOB NO, M CM SHEET 1 OF 10 I LEGEND MLLW MEAN LOW LOW WATER PROPOSED SIGN AND POST PROPOSED ASPHALT PAVEMENT EXISTING ASPHALT' PAVEMENT PROPOSED CONCRETE EXISTING CONCRETE EXISTING CONTOUR gyp- design CONTOUR i PARK BOUNDARY LINE 6 EXISTING SPOT ELEVATION PROPOSED GRAVEL EXISTING GRAVEL —x-K. — PROPOSED FENCE —o—❑—a— FILTER FABRIC FENCE PROPOSED ELECTRIC CONDUIT c PROPOSED THRUST BLOCKING — �z 20 0 20 40 60 Feet SCALE 1" = 20' . -X SIGN NO PARKING I FIRE LANE X R7-29 12" x 18" % /X" X / X .X—X— �X"� f {PROJECTED I CENTERLINE �B x I�JCHAIN LINK FENCE TYPE 1, WSDOT STD. iPLAN L-2 (OPTIONAL BID ITEM) x R7-29 B 12" x 18" 24' 8' =. 4 5.. w d. X X HANDICAP PARKING r'a� REMOVE AND DISPOSE OF } I / STALL SYMBOL, EX. ASPHALT PAVEMENT <� X ,�•/"� WSOO'r STD ' ni PLAN H-5c CL t � szs f I I } t (606 �59 n ° — w.,_ 4 Y"TE PTRIPTYPE ACCESSIBLE PARKING SIGN • 1S iql 1 MOUNTED ON BUILDING WSDOT STD PLAN F-6 'STEEL wELj_. oo r.oT 01SNR1b PROPOSED BUILDING d J 0 x 21% W W Z v, Up co CONCRETE SIDEWALK �Dt FF=16.00 7¢ o 15 0 O V ' h a a + F- 2 a +`h PRECAST CEMENT CONCRETE \APPROXIMATE SIGN LOCATION 01�+ �y9 59 BUMPER CURB WSDOT q CONFIRM LOCATION IMTH THE o N 556743.32 ] � STD PLAN F-1 (TYP) PORT OF ANACORTES PRIOR + cn a C2 `� `, T- 210633.80 — 4 - tih' TO CONSTRUCTION. REFER g z pO / +�0� 15.7 �- ^ti TO DETAIL A SHT 3/12 FOR P�Pa \ n �1a3s �b SIGN FOUNDATION. 1,3 15.4 /� 5P�1. 64� ��•�, P,_0��, P.._-- �..s a n--..,�--o—a—•a _10--._.n.�---a�-._. 4 o N 556037.19 • ( AEG p OF +a E 1210661,71 S 6 / �� EL •+ t2.19- (MILLYY� ' I //MATCH EX. GRADE 16.5 STACK a �OQo~��.%, FI DALGO BAY - TOF501L FOR TNI5 PK03ECT WILL 5t PKOVIPtD BY THL ^ fi i FORT DF PWALOKTES, MD PtL1,EMD T©THE !b1TEN0 LATER. 1`iARJ 0CT.1.19W. THE LDMT RACTDK SHALL CONTACT THE. POST AND SCHEDULE THE OELOJEM bF SAID TD�IOIL $O AS'To Pf:"Ml- AN`( CDN5T90LT1 N DELA`;5 OR CHANCxE DR.DE-RS. '✓ +�� Leonard, Boudino# & Skodie Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS e1 603 South First Street; P.O. Box 122.8 Mount Vernon. WA 98273 Tel: 360-336-5751 FuX 36t'-3 E--39F�" SHEET DESCRIPTION SCALE.• 10, - 2a' PROJECT GRADING AND DRAWN BY. DEL/m DESIGNED BY: HAF/DEL DRAINAGE PLAN CHECKED BY.• Ai FIELD BOOK/PAGE. DATE.• MARCH 1995 JaiMI ■ fAli=��1� i(► 0- Ma MILM11001IM9 DRAMW An I' 96oi7 /vs { jot Na ill SWET 2 Of 10 GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA), TOGETHER WITH THE 1994 APWA AMENDMENTS TO DIVISIONS ONE THROUGH NINE, HEREIN REFERRED TO AS THE "STANDARD SPECIFICATIONS'. REFERENCES WILL BE MADE TO THE STANDARD SPECIFICATIONS MANUAL AND THE STANDARD PLANS BOOK ALL WORK SHALL ALSO COMPLY WITH THE CITY OF ANACORTES REQUIREMENTS. 2. THE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY BOND TO THE OWNER TO COVER THESE IMPROVEMENTS. THE WARRANTY BOND SHALL BE IN EFFECT FOR A ONE-YEAR PERIOD COMMENCING ON THE CITY OF ANACORTES FINAL APPROVAL DATE FOR THIS PLAT. THE WARRANTY BOND SHALL HAVE A VALUE EQUAL TO 20% OF THE ACTUAL TOTAL CONSTRUCTION COST. 3, THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS, SPECIFICATIONS, AND SITE CONDITIONS BEFORE SUBMITTING A BID FOR THIS WORK. NO CLAIMS WILL BE ACCEPTED FOR THE CONTRACTOR'S NEGLECT IN BECOMING FAMILIAR WITH ALL CONDITIONS. 4. EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE FIELD AND OFFICE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR UTILIZING THE ONE -CALL UTILITY LOCATE SERVICE, 1-800-424-5555, A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION. DAMAGES TO THE EXISTING UTILITIES RESULTING FROM THIS CONSTRUCTION SHALL BE REPAIRED BY AND AT THE CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL MAKE DAILY EFFORTS TO KEEP THE SITE IN A NEAT AND ORDERLY CONDITION TO THE SATISFACTION OF THE OWNER, ENGINEER, AND THE CITY OF ANACORTES ENGINEERING DEPARTMENT. IF CONSTRUCTION OCCURS DURING RAINY WEATHER CONDITIONS, THEREBY CAUSING DEBRIS TO BE TRACKED ONTO THE ROADS, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY QUARRY SPALL ROADWAY, 12 INCHES DEEP, 20 FEET WIDE BY 75 FEET LONG MINIMUM, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING IMPROVEMENTS RESULTING FROM THIS CONSTRUCTION. THE QUARRY SPALL ROADWAY SHALL BE REMOVED AFTER CONSTRUCTION AND ALL DISTURBED AREAS NEATLY AND UNIFORMLY GRADED. 6. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL SWEEP AND REMOVE ALL DEBRIS TRACKED ONTO THE EXISTING ROADS. THE CONTRACTOR SHALL ALSO WATER THE SITE AND ADJOINING ROADS TO CONTROL AND REDUCE CONSTRUCTION DUST. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS CONCERNING DISPOSAL OF MATERIALS. ALL ASPHALT, CONCRETE, AND STRUCTURES REMOVED FROM THIS SITE SHALL BE DISPOSED IN AN APPROVED SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND APPLYING FOR ALL PERMITS ASSOCIATED WITH THIS CONSTRUCTION. THE ONLY PERMIT PROVIDED BY THE OWNER CONSISTS OF THE CONSTRUCTION PERMIT FROM THE CITY OF ANACORTES FOR THE FILLING, GRADING, AND UTILITY AND ROAD CONSTRUCTION OF IMPROVEMENTS. 15. WITHIN 24 HOURS PRIOR TO PAVING, SOIL RESIDUAL HERBICIDE SHALL BE APPLIED TO ALL CRUSHED TOP COURSE SURFACES WITHIN THE AND ROADS. 16, CLASS 8 ASPHALT SHALL BE PLACED AT THE LOCATIONS AND DEPTHS INDICATED ON THE PLANS. EACH LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 92% OF THE RICE DENSITY. COMPACTION SHALL OCCUR BETWEEN THE TEMPERATURES OF 180' FAHRENHEIT AND 300' FAHRENHEIT. DURING COLD WEATHER CONDITIONS, AS DETERMINED BY THE ENGINEER, ALL TRUCKLOADS OF ASPHALT SHALL BE COVERED SO AS TO RETAIN HEAT. THE CONTRACTOR SHALL RETAIN LICENSED MATERIALS -TESTING PERSONNEL TO PROVIDE COMPACTION TESTS AS SPECIFIED. NO ASPHALT PAVING OR ROLLING/COMPACTION OF ASPHALT IS ALLOWED AFTER DARK. ALL ROLLING SHALL BE COMPLETED BY SUNSET TIME. POROUS AGGREGATE CONDITIONS OR LOOSE AGGREGATE CONDITIONS THAT ARE NOT CONSISTENT WITH THE AVERAGE ASPHALT PAVING CONDITION. AS DETERMINED BY THE ENGINEER AND THE CITY OF ANACORTES. SHALL BE SAND SEAL FILLED ACCORDING TO SECTION 5-04.3(5)C151k 17. CONCRETE $IPMALKS SHALL BE INSTALLED AS INDICATED ON THE CIVIL PLANS. SIDEWALKS SHALL BE\\FCHRINCHES THICK SUPPORTED BY A MINIMUM OF 6 INCHES OF GRAVEL BALLAST, COMPACTFQ i0 A MINIMUM OF 95% MAXIMUM DENSITY. SIDEWALKS WITHIN DRIVEWAY SECTIONS SHALL BE SIX INCHES THICK SUPPORTED BY A MINIMUM OF 8 INCHES OF GRAVEL BALLAST, COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY. SIDEWALKS SHALL HAVE FULL DEPTH EXPANSION JOINTS INSTALLED AT 15-FOOT INTERVALS WITH ONE -INCH DEEP SCORED STRESS JOINTS INSTALLED AT FIVE FEET ON CENTER. SUBGRADES BELOW SIDEWALKS SHALL BE PREPARED CONFORMING TO SECTION 2-06.3(1). 18. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL OIL AND DEBRIS FROM THE SURFACE TO BE PAINTED, PAINT APPLICATION SHALL CONFORM TO SECTION 8-22.3(3) OF THE 1994 STANDARD SPECIFICATIONS. 19. SIGNS ONSITE SHALL BE INSTALLED BY THE CONTRACTOR AT THE LOCATIONS INDICATED ON THE PLAN. SIGNS SHALL BE MOUNTED ON TWO-INCH OUTSIDE DIAMETER GALVANIZED STEEL POSTS OR AS REQUIRED BY THE CITY OF ANACORTES. POSTS SHALL BE SET A MINIMUM OF TWO FEET INTO THE GROUND IN A CONCRETE FILLED BASE WITH SEVEN FEET OF CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND THE FINISHED GRADE, STORM SEWER 20. THE FOLLOWING MATERIALS SHALL BE USED FOR THE STORM SEWERS AS IDENTIFIED ON THE PLANS. IF NO SPECIFIC MATERIAL IS INDICATED ON THE PLAN, THE CONTRACTOR MAY ELECT TO USE ANY OF THE MATERIALS LISTED BELOW. UNLESS OTHERWISE STATED. STORM PIPE: 21. STORM CATCH BASINS AND APPURTENANCES AS INDICATED ON THE PLANS SHALL CONFORM CLEARING AND EXCAVATION TO SECTION 7-05 AND THE FOLLOWING W.S.D.O.T. STANDARD PLANS: CATCH BASIN TYPE 1 STD. PLAN B-1 CATCH BASIN TYPE 1L STD. PLAN B-la 7. THE CONTRACTOR SHALL EXCAVATE TO THE DESIGNED ROAD SUBGRADE ELEVATION, IF CATCH BASIN TYPE 2 STD. PLAN B-1E. UNSUITABLE MATERIAL EXISTS AT THE ROAD SUBGRADE ELEVATION, CONSISTING OF TOPSOIL 48" DOA, 54" DOA, OR 60" DIA OR YIELDING, UNSTABLE MATERIAL, THE CONTRACTOR SHALL OVEREXCAVATE TO EXPOSE A FIRM, NON -YIELDING MATERIAL AS SPECIFICALLY DIRECTED BY THE ENGINEER. THE MISCELLANEOUS CATCH BASINS DETAILSSTD. PLAN B-1Z CONTRACTOR SHALL EXCAVATE, GRADE, COMPACT, AND PREPARE THE ROAD SUBGRADE AND SIDEWALK SUBGRADES CONFORMING TO SECTION 2-06.3(1). THE CONTRACTOR SHALL SOLID METAL COVER FOR CATCH BASINSTD. PLAN B-2 PROVIDE ALL PROVISIONS NECESSARY TO PREVENT WATER FROM STANDING ON THE APPROVED ROAD SUBGRADE AND DURING ALL PHASES OF CONSTRUCTION. METAL FRAME AND GRATE FOR CATCH BASINSTD. PLAN B-2A S. OVEREXCAVATED ROAD SUBGRADES SHALL BE BACKFILLED WITH COMPACTED GRAVEL BALLAST AND INLET MATERIAL UNLESS QUARRY SPALL MATERIAL IS REQUIRED BY THE ENGINEER. QUARRY SPALLS VANED GRATE FOR CATCH BASIN STD. PLAN 8-28 SHALL CONFORM TO SECTION 9-13.6 AND SHALL BE MECHANICALLY COMPACTED. AND INLET 9. NATIVE MATERIAL SHALL BE PLACED AND COMPACTED ACCORDING TO METHOD A IN SECTION 2-03.3(14)C. THE FILL MATERIAL SHALL BE VERY UNIFORMLY GRADED TO NEATLY MATCH THE EXISTING CONDITIONS. THE FINAL GRADED CONDITION SHALL BE APPROVED BY THE OWNER. 10. DURING PERIODS OF RAINFALL, THE CONTRACTOR SHALL PREVENT WATER FROM STANDING ON THE SUBGRADE OR ON THE PREPARED IMPORTED -MATERIAL SURFACES. STORM RUNOFF SHALL BE DISCHARGED TO THE STORM SYSTEM OR ONSITE LOCATION THAT WILL NOT IMPACT THE ADJACENT WATERWAYS. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY DITCHING AND PUMPS TO REMOVE ALL STANDING WATER FROM THE WORK AREA. MATERIALS 11. GRAVEL BALLAST FOR THE ROAD SECTION CONSTRUCTION SHALL COMPLY WITH SECTION 9- 03.9(1) OF THE 1994 STANDARD SPECIFICATIONS. GRAVEL BALLAST MALL CONSIST OF WELL -GRADED SAND AND GRAVEL CONFORMING TO THE REWIRED SPECIFICATION. THE PERCENT PASSING THE US NO, 200 SIEVE SHALL NOT EXCEED 5.0 PERCENT. ALL GRAVEL BALLAST IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION. NO MIXING OF MATERIALS ONSIIE IS ALLOWED TO ACHIEVE THE REWIRED GRADATION. PRIOR TO IMPORTING ANY GRAVEL BALLAST MATERIAL, THE CONTRACTOR SHALL PROVIDE GRADATION RESULTS TO THE ENGINEER FOR APPROVAL. GRADATION RESULTS SHALL BE SUPPLIED BY THE CONTRACTOR PER 2000 TONS OF IMPORTED MATERIAL. ALL GRAVEL BALLAST MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY ACCORDING TO THE ASTM D-1557 TESTING PROCEDURE AT A MOISTURE CONTENT PLUS OR MINUS TWO PERCENT FROM OPTIMUM. 12. GRAVEL BASE FOR UTILITY TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19, BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL BE TWO AND ONE-HALF INCH MINUS MATERIAL ALSO MEETING THE GRAVEL BASE SPECIFICATION CONFORMING TO SECTION 9-03.10. ALL GRAVEL BASE IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION. NO MIXING OF MATERIALS ONSITE IS ALLOWED TO ACHIEVE THE REQUIRED GRADATION. PRIOR TO IMPORTING ANY GRAVEL BASE MATERIAL, THE CONTRACTOR SHALL PROVIDE GRADATION RESULTS TO THE ENGINEER FOR APPROVAL. GRADATION RESULTS SHALL BE SUPPLIED BY THE CONTRACTOR PER 2000 TONS OF IMPORTED MATERIAL. ALL GRAVEL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY ACCORDING TO THE ASTM D-1557 TESTING PROCEDURE AT A MOISTURE CONTENT PLUS OR MINUS TWO PERCENT FROM OPTIMUM. 13, CRUSHED SURFACING TOP COURSE SHALL CONFORM TO SECTION 9-03.9(3) OF THE 1994 STANDARD SPECIFICATIONS. THIS COMPACTED LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY AS DETERMINED BY ASTM 0-1557 TESTING PROCEDURE. PLACEMENT AND GRADING OF COMPACTED CRUSHED TOP COURSE MATERIAL WITHIN THE ASPHALT AREAS SHALL HAVE A TOLERANCE OF PLUS OR MINUS ONE- HALF INCH FROM THE DESIGNED TOP OF CRUSHED TOP COURSE ELEVATION. PRIOR TO IMPORTING CRUSHED SURFACING TOP COURSE, THE CONTRACTOR SHALL PROVIDE GRADATION AND DEGRADATION TEST RESULTS TO THE ENGINEER AND CITY OF ANACORTES FOR APPROVAL. THE FINAL GRADING OF CRUSHED SURFACING TOP COURSE WILL BE INSPECTED AND APPROVED BY THE ENGINEER PRIOR TO ASPHALT PAVING. THE CONTRACTOR IS REWIRED TO SCHEDULE A FINAL CRUSHED ROCK INSPECTION A MINIMUM OF THREE WORKING DAYS PRIOR TO PAVNG. 14. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO SECTION 5-04 OF THE 1994 STANDARD SPECIFICATIONS. ALL ABUTTING EDGES OF EXISTING ASPHALT SHALL BE SAW CUT FULL DEPTH TO PROVIDE A NEAT STABLE EDGE FOR THE NEW ASPHALT. ALL SAW CUT FACES SHALL BE TACK COATED AS WELL AS ALL STRUCTURES THAT ABUT ASPHALT. THE SURFACE JOINT BETWEEN EXISTING AND NEW ASPHALT SHALL BE SEALED WITH HEAT-APPUED CSS-1 AND SAND COAT. ASPHALT SURFACE THAT HAS LOOSE MATERIAL OR POROUS CONDITIONS, AS DETERMINED BY THE ENGINEER, SHALL BE SEALED ACCORDING TO SECTION 5-04.3(5)C, CRACK SEALING, AT NO ADDITIONAL COST TO THE OWNER. ALL PIPE KNOCKOUTS SHALL BE NEATLY GROUTED INSIDE AND OUTSIDE OF THE STRUCTURE FLUSH WITH THE STRUCTURE WALL, USING NON -SHRINK GROUT. ALL PVC PIPE CONNECTIONS SHALL BE MADE TO STRUCTURES USING PVC SAND COLLARS. 22. THE BOTTOM OF STORM DRAIN TRENCHES SHALL HAVE A STABLE, NON -YIELDING SOIL CONDITION SUITABLE FOR SUPPORTING THE DESIGN LOADS. WHERE THE BOTTOM OF TRENCH CONDITIONS EXHIBIT PUMPY, YIELDING CONDITIONS, THE BOTTOM OF TRENCH SHALL BE OVEREXCAVATED TO EXPOSE FIRM, STABLE MATERIAL, AND BACKFILLED WITH QUARRY SPALL MATERIAL OR GRAVEL TRENCH BACKFILL AS DIRECTED BY THE ENGINEER. WHERE OVEREXCAVATION EXPOSES SIMILAR UNSTABLE CONDITIONS, TRENCH OVEREXCAVATION SHALL BE DONE TO TWO FEET BELOW THE PIPE BEDDING MATERIAL AND BACKFILLED WITH QUARRY SPALL MATERIAL, MECHANICALLY COMPACTED. 23. ALL STORM TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM WIDTH OF EIGHT INCHES ON EITHER SIDE OF THE PROPOSED UTILITY. ALL STORM PIPES SHALL BE BEDDED ON A MINIMUM OF SIX INCHES OF SAND. BEDDING MATERIAL SHALL ALSO BE USED TO COVER THE STORM PIPE TO A MINIMUM DEPTH OF TWELVE INCHES ABOVE THE TOP OF THE PIPE. THE CONTRACTOR SHALL CAREFULLY TAMP AND HAND COMPACT BEDDING AND COVER MATERIAL TO ASSURE ADEQUATE SUPPORT UNDER THE BARREL OF THE PIPE. 24. TRENCH BACKFILL MATERIAL SHALL CONSIST OF 2-1/2 INCH MINUS GRAVEL BASE CONFORMING TO SECTION 9-03.19, PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN DEPTH AND COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURES. THE INITIAL LIFT OF GRAVEL BASE TRENCH BACKFILL OVER THE PIPE SHALL NOT EXCEED 18 INCHES IN LOOSE DEPTH IN ORDER TO PROTECT THE PIPE. 2-1/2 INCH MINUS GRAVEL BASE AS SPECIFIED SHALL BE USED AS TRENCH BACKFILL IN ALL TRENCHES UNDER PROPOSED ASPHALT, CONCRETE, CONSTRUCTION TRAFFIC AREAS, AND WITHIN FIVE FEET BEYOND THE PROPOSED IMPERVIOUS SURFACES. NATIVE MATERIAL MAY BE USED OUTSIDE OF THE ABOVE -LISTED LIMITS AS STORM TRENCH BACKFILL PROVIDING A MINIMUM OF 90% COMPACTION CAN BE ACHIEVED. WHERE UNSUITABLE COMPACTION OR PLACEMENT OCCURS IN THE USE OF NATIVE MATERIAL, THE CONTRACTOR SHALL REMOVE AND REPLACE WITH SUITABLE NATIVE MATERIAL OR REPLACE WITH COMPACTED GRAVEL BASE MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 25. UPON INSTALLATION OF ALL PIPES TO STORM STRUCTURES, THE KNOCKOUT AREA SHALL BE NEATLY GROUTED INSIDE AND OUT OF THE CATCH BASIN USING A NON -SHRINK CONCRETE GROUT. SANITARY SEWER 26 SANITARY SEWER PIPE SHALL BE PVC, CONFORMING TO ASTM D 3034, SDR 35 AND SECTION 9-05.12 OF THE 1994 STANDARD SPECIFICATIONS. JOINTS SHALL BE BELL AND SPIGOT WITH A RUBBER GASKET. MATERIALS AND CONSTRUCTION SHALL CONFORM TO SECTION 7-17 WSDOT/APWA. 27. THE BOTTOM OF SANITARY SEWER TRENCHES SHALL HAVE A STABLE, NON -YIELDING SOIL CONDITION SUITABLE FOR SUPPORTING THE DESIGN LOADS. WHERE THE BOTTOM OF TRENCH CONDITIONS EXHIBIT PUMPY, YIELDING CONDITIONS, THE BOTTOM OF TRENCH SHALL BE OVEREXCAVATED TO EXPOSE FIRM, STABLE MATERIAL, AND BACKFILLED WITH QUARRY SPALL MATERIAL OR GRAVEL TRENCH BACKFILL. WHERE OVEREXCAVATION EXPOSES SIMILAR UNSTABLE CONDITIONS, TRENCH OVEREXCAVATION SHALL BE DONE TO TWO FEET BELOW THE PIPE BEDDING MATERIAL AND BACKFILLED WITH QUARRY SPALL MATERIAL, MECHANICALLY COMPACTED. 28. ALL TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM WIDTH OF EIGHT INCHES ON EITHER SIDE OF THE PROPOSED UTILITY. ALL SEWER PIPES SHALL BE BEDDED ON A MINIMUM OF SIX INCHES OF SAND, BEDDING MATERIAL SHALL ALSO BE USED TO COVER THE PIPE TO A MINIMUM DEPTH OF TWELVE INCHES ABOVE THE TOP OF THE PIPE. THE CONTRACTOR SHALL CAREFULLY TAMP AND HAND COMPACT BEDDING AND COVER MATERIAL TO ASSURE ADEQUATE SUPPORT UNDER THE BARREL OF THE PIPE. 29. TRENCH BACKFILL MATERIAL SHALL CONSIST OF 2-1/2 INCH MINUS GRAVEL BASE CONFORMING TO SECTION 9-03.19, PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN DEPTH AND COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURES. THE INITIAL LIFT OF GRAVEL BASE TRENCH BACKFILL OVER THE PIPE SHALL NOT EXCEED 18 INCHES IN LOOSE DEPTH IN ORDER TO PROTECT THE PIPE. 2-1/2 INCH MINUS GRAVEL BASE AS SPECIFIED SHALL BE USED AS TRENCH BACKFILL IN ALL TRENCHES UNDER PROPOSED ASPHALT, CONCRETE, CONSTRUCTION TRAFFIC AREAS, AND WITHIN FIVE FEET BEYOND THE PROPOSED IMPERVIOUS SURFACES. NATIVE MATERIAL MAY BE USED OUTSIDE OF THE ABOVE -LISTED LIMITS AS TRENCH BACKFILL PROVIDING A MINIMUM OF 90% COMPACTION CAN BE ACHIEVED. WHERE UNSUITABLE COMPACTION OR PLACEMENT OCCURS IN THE USE OF NATIVE MATERIAL, THE CONTRACTOR SHALL REMOVE AND REPLACE WITH SUITABLE NATIVE MATERIAL OR REPLACE WITH COMPACTED GRAVEL BASE MATERIAL AT NO ADDITIONAL COST TO THE OWNER 30. MARKER POSTS SHALL BE INSTALLED AT THE END OF ALL LOT SERVICES. MARKER POSTS SHALL BE PRESSURE TREATED WOOD POSTS, 4" X 4", AND SHALL EXTEND FROM THE PIPE INVERT TO A POINT FOUR FEET ABOVE THE FINISHED GRADE. THE MARKER POST SHALL BE PAINTED WHITE AND STENCILED "SAN" IN LARGE BLACK LETTERS. 31. THE SANITARY SEWER SYSTEM WILL BE MDEO INSPECTED BY THE CITY OF ANACORTES TO CHECK ALIGNMENT AND GRADE. 32. SANITARY SEWER SHALL BE AIR TESTED AT 5 pal. WATERLINE 33. REFER TO THE DETAILS AND SPECIFICATIONS LISTED ON THE CIVIL PLANS. SEDIMENTATION AND EROSION CONTROL 34. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. 35. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE ENGINEER AND THE CITY OF ANACORTES TO ASSURE CONTINUING EROSION/SEDIMENTATION CONTROL. 36. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 37, ALL DISTURBED LAND AREAS SUBJECT TO EROSION AS DETERMINED BY THE ENGINEER OR THE CITY OF ANACORTES THAT WILL BE LEFT 30 DAYS OR MORE SHALL BE HYDROSEEDED WITH SEED, FERTILIZER, AND MULCH AND MAINTAINED UNTIL SEED GERMINATION HAS BEEN ESTABLISHED. SEED, FERTILIZER, AND MULCH 38, HYDROSEEDING OF THE SPECIFIED AREAS SHALL CONFORM TO THE FOLLOWING MIXTURE: SEED TYPE % BY WEIGHT MIN. % PURE SEEDNINNUM % GERMINATION COLONIAL BENT GRASS 10% 9.8% 85% RED FESCUE 4D% 39.2% 90% PERENNIAL RYE 40% 39.2% 9OX WHITE DUTCH CLOVER (PURE INOCULATED) 10% 9.8% 90% WEED SEED .50% MAX INERT & OTHER CROP 1.50% MAX SEED SHALL BE APPLIED AT THE RATE OF 200 POUNDS PER ACRE, FERTILIZER: COMMERCIAL FERTILIZER SHALL BE APPLIED AS FOLLOWS: NITROGEN (N) 135 POUNDS/ACRE PHOSPHORIC ACID (P205) 60 POUNDS/ACRE SOLUBLE POTASH (K20) 60 POUNDS/ACRE MULCH SHALL BE APPLIED AT THE RATE OF APPROXIMATELY 100 POUNDS PER ACRE. TOP SOIL 39. TOPSOIL. SHALL BE TYPE B. CONFORMING TO WSDOT SECTIONS 8-01.3(213 AND 9-14.1(2). THE MATERIAL SHALL BE FREE OF VEGETATIVE MATTER GREATER THAN $IX INCHES IN ANY DIMENSION. TYPE B TOPSOIL MATERIAL SHALL BE PROTECTED FROM BECOMING SATURATED. TOPSOIL MATERIAL SHALL BE PLACED A MINIMUM OF SIX INCHES IN DEPTH AS REQUIRED ON THE PLANS. THE TOP ONE INCH OF THE TOPSOIL MATERIAL SHALL BE NEATLY GRADED AND RAKED TO REMOVE ALL DEBRIS LARGER THAN THREE INCHES FROM THE FINISHED CONDITION. FINAL GRADING AND DRESS -UP WORK SHALL MEET THE SATISFACTION OF THE OWNER AND ENGINEER, MISCELLANEOUS 40. AT THE END OF ALL SITE CONSTRUCTION, THE CONTRACTOR SHALL FLUSH OUT ALL STORM LINES ASSOCIATED WITH THIS PROJECT AND REMOVE ALL DEBRIS FROM THE STORM SYSTEM. 41. FILTER FABRIC, MARAR 14ON OR EQUAL, SHALL BE INSTALLED UNDER THE GRATES OF THE CATCH BASINS. THIS SHALL BE MAINTAINED AND CLEANED OF DEBRIS TO ALLOW STORM WATER TO ENTER THE SYSTEM. SILT FENCE AS SHOWN ON THIS PLAN SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. THE ENGINEER RESERVES THE RIGHT TO HAVE THE CONTRACTOR INSTALL, REPAIR OR MAINTAIN SILT FENCE AT LOCATIONS WHERE DIRTY STORM RUNOFF COULD IMPACT ADJOINING PROPERTIES OR WATERWAYS, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO KEEP ALL SILT AND DEBRIS ON THIS SITE AND PREVENTING IT FROM GETTING INTO THE EXISTING AND PROPOSED DRAINAGE SYSTEMS. 42, WHERE EXISTING UTNJTIES ARE LOCATED IN AREAS TO BE FILLED FOR LANDSCAPING OR SITE GRAVEL FILLS, THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR ADJUSTMENTS. THE CONTRACTOR SHALL THOROUGHLY INSPECT ALL EXISTING UTILITIES AND COORDINATE WITH THE APPROPRIATE UTILITY FOR ANY RELOCATIONS OR ADJUSTMENTS. 43. THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND POWER AND LIGHT, GTE NORTHWEST, TCI CABLEVISION, AND CASCADE NATURAL GAS FOR THE UNDERGROUND INSTALLATION OF POWER, TELEPHONE, TELEVISION, AND GAS UTILITIES. THE CONTRACTOR SHALL PROVIDE ALL UTILITY AND VAULT TRENCHING AND BACKFILLING, UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS. ALL NON-METALLIC UTILITY CONDUITS SHALL HAVE A LOCATE WIRE INSTALLED DURING CONDUIT PLACEMENT, MATERIALS TESTING, INSPECTION, AND CONSTRUCTION STAKING 44. MATERIALS TESTING SHALL BE PROVIDED BY THE PORT OF ANACORTES AND SHALL BE PERFORMED BY LICENSED PERSONNEL RETAINED TO PERFORM COMPACTION TESTS. 45. ALL TEST RESULTS SHALL MEET OR EXCEED THE SPECIFICATIONS. ALL GRAVEL AREAS THAT DO NOT MEET THE REQUIRED SPECIFICATIONS SHALL BE RECOMPACTED AND RETESTED AT NO ADDITIONAL COST TO THE OWNER, IF ACCEPTABLE TEST RESULTS CANNOT BE OBTAINED ON THE GRAVEL MATERIAL, THE CONTRACTOR SHALL REMOVE THE GRAVEL MATERIAL AND REPLACE WITH NEW GRAVEL MATERIAL THAT PROVIDES SATISFACTORY COMPACTION TEST RESULTS AT NO ADDITIONAL COST TO THE OWNER. 46. IF COMPACTION TEST RESULTS OF CLASS B ASPHALT INDICATE LESS THAN 9217THE CONTRACTOR MAY, AT HIS EXPENSE, HAVE CORE SAMPLES TAKEN AND ANALYZED TO SUBSTANTIATE DENSITY, CLASS 8 ASPHALT THAT DOES NOT MEET THE REQUIRED COMPACTION SHALL EITHER BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, OR SHALL HAVE ADDITIONAL THICKNESS OR ADDITIONAL LIFTS ADDED TO EQUAL THE INTENDED DESIGN. ADDITIONAL TESTING AND ASPHALT TO COMPENSATE FOR UNACCEPTABLE COMPACTION TEST RESULTS SHALL BE THE EXPENSE OF THE CONTRACTOR. 47. CONSTRUCTION STAKING WILL BE PROVIDED BY THE OWNER ONE TIME ONLY FOR THE FOLLOWING WORK, UNLESS SPECIFIED, ALL CUT AND FILL INFORMATION WILL BE PREPARED BY THE ENGINEER ON OFFICE -GENERATED CUT SHEETS. CUT SHEETS WILL BE AVAILABLE BY 12:00 NOON ON THE FOLLOWING WORKING DAY AFTER THE DATE OF STAKING. ADDITIONAL STAKING OTHER THAN LISTED OR RESTAKING WILL BE PROVIDED TO THE CONTRACTOR AT HIS EXPENSE. EXPENSES FOR ADDITIONAL STAKING OR RESTAKING WILL BE DEDUCTED FROM THE MONIES DUE TO THE CONTRACTOR. STAKING FOR POWER, GAS. TELEPHONE, OR OFF -SITE UTILITIES WILL. NOT BE PROVIDED BY THE ENGINEER. ROAD SECTIONS AND PARKING AREA A) CENTERLINE GRADES ALONG THE ROAD CENTERLINES AT 50-FOOT INTERVALS WILL BE PROIDED. B) ROAD SUBGRADE WILL BE STAKED AT 50-FOOT INTERVALS ALONG THE CENTERLINE. C) STAKES FOR THE SIDEWALK WILL BE SET AT THREE FEET FROM THE EDGE OF WALK. STAKES WILL BE SET AT 50-FOOT INTERVALS FOR STRAIGHT TANGENT SECTIONS AND AT 25-FOOT INTERVALS THROUGH VERTICAL AND HORIZONTAL CURVES. CUTS WILL BE PROVIDED FROM THE OFFSET HUBS TO THE TOP OF CURB. NO STAKES WILL BE PROVIDED FOR THE SIDEWALK OR RAMP LOCATIONS. STORM SYSTEM A) THE CENTERLINE OF CATCH BASINS WILL BE STAKED WITH TWO OFFSETS PER CATCH BASIN. OFFSET STAKES WILL BE SET AT 25-FEET, 50-FEET, AND 1EE-FOOT FOR STORM LINES IN EXCESS OF 50 FEET. THE INLET AND OUTLET ENDS OF STORM PIPES WILL BE STAKED WITH ONE OFFSET. CUTS WILL BE PROVIDED FOR PIPE INVERTS AND TOPS OF STRUCTURES. SANITARY SEWER A) THE CENTERLINE OF SANITARY MANHOLES WILL BE STAKED WITH TWO OFFSETS PER STRUCTURE. OFFSET STAKES WILL BE SET AT 25-FEET, 50-FEET AND 100-FEET FOR SANITARY SEWER LINES IN EXCESS OF 50 FEET. THE INLET ENDS OF SANITARY SEWER STUBS WILL BE STAKED WITH ONE OFFSET. CUTS WILL BE PROVIDED FOR PIPE INVERTS AND TOPS OF STRUCTURES. FORCE MAIN THE FORCE MAIN SHALL BE STAKED AR 50 FT INTERVALS WITTJ 10 FT. OFFSET STAKES. GRADES WILL BE PROVIDED. WATERLINE A) THE CENTERLINE OF THE WATERLINE WILL BE STAKED AT 50-FOOT INTERVALS WITH NO OFFSETS. OFFSET STAKES WILL BE SET ONLY FOR BENDS, FITTINGS, AND FIRE HYDRANTS. NO VERTICAL INFORMATION WILL BE PROVIDED FOR ANY PORTION OF THE WATER SYSTEM EXCEPT THE ELEVATION OF THE FIRE HYDRANT BASE FLANGES. I-e CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL OR STATE LAWS AND REGULATORY REOUMEMENTS AND ALL SAFETY AND HEALTH REGULATIONS AND OTHER RULES. THE PORT HAS BEEN ADVISED THAT DECOMPOSITION PRODUCTS FROM WOOD WASTE BURIED ON THE PROPERTY MAY BE RELEASED UPON EXCAVATION. THESE PRODUCTS MAY INCLUDE HYDROGEN SULFIDE (H2S) AND METHANE GAS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING A HEALTH AND SAFETY PROGRAM FOR THEIR WORKERS AND ASSURING THAT APPROPRIATE PRECAUTIONS ARE TAKEN IN COMPLIANCE WITH 29 CFR 1910 AND WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES SAFETY AND CODES (WAC 29&24, 62, AND 155). SPECIFIC PROCEDURES FOR POTENTIAL CONFINED SPACE ENTRY AND TRENCHING AND EXCAVATION MUST BE ADDRESSED IN THE CONTRACTOR HEALTH AND SAFETY PROGRAM. SHEET DESCRIPWN SCALE:• As H07ED PROJECT DR4*m NA. HARBOR PARK Leonard, Boudinot do Skodje Inc. DRAWN BY. DEL/ TH Iwo SOU JOB mo, PROFESSIONAL ENGINEERS & LAND SURVEYORS DESIGNED BY. HAF/� F'OR AS 603 Soutf, First Street: P.O. Box 1 22 ? SPECIFICATIONS CHECKED BY.• JEL Mount Vernon, WA, 98273 FIELD BARK/PAGE. PORT 01F ANACOFffES 014 "a Tel: 360-336-5751 Fax: 360- .�.c,. 8 DATE.• MARCH 1905 4 of to i PER PLAN TING NUT SHALL BE 1 1/4' PENTAGON. CRUSHED ROCK OR NATI1 AS R ASPHALT SECTION NS PETER TYPICAL UTILITY TRENCH DETAIL NOTES 1. BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL BE USED AS BACKFILL IN ALL UTILITY TRENCHES UNLESS OTHERWISE APPROVED, CONFORMING TO SECTION 9-03.19 OF THE 1994 STANDARD SPECIFICATIONS. ALL TRENCH BACKFILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES AND COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY PER ASTM D-1557 TESTING. 2. PROPOSED UTILITY TRENCHES BEYOND FIVE FEET FROM THE EDGE OF ASPHALT, CONCRETE, BUILDINGS, OR HEAVY CONSTRUCTION TRAFFIC AREAS, MAY BE BACKFILLED WITH CLEAN NATIVE MATERIAL FREE OF ORGANICS AND TOPSOIL. NATIVE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY, EXCEPT THE TOP 12 INCHES WHICH SHALL BE COMPACTED TO 95 PERCENT ALL COMPACTION TESTING SHALL CONFORM TO ASTM D-1557 PROCEDURE. 3. WITHIN GRAVEL/CRUSHED ROCK AREAS, THE TOP OF TRENCH SHALL BE NEATLY GRADED AND COVERED NTH TWO INCHES OF CRUSHED SURFACING TOP COURSE PER SECTION 9-03.9(3) OF THE 1994 STANDARD SPECIFICATIONS. IN NON -ASPHALT OR CRUSHED ROCK AREAS, THE TOP OF THE TRENCH MALL BE FATLY GRADED WITH 6" OF CLEAN NATIVE TOPSOIL TYPE B PER SECTION B-01.3(2)8 TO MATCH THE EXISTING AND PROPOSED CONDITIONS. 4. BEDDING AND COVER MATERIAL SHALL EXTEND 6 INCHES BELOW AND 12 INCHES ABOVE THE TOP OF PIPE USE SAND ONLY. HAND COMPACT COVER MATERIAL TO ASSURE ADEQUATE SUPPORT UNDER THE BARREL OF THE PIPE. BEDDING AND COVER IS REQUIRED FOR ALL UTILITY TRENCHES REGARDLESS OF BACKFILL CONDITIONS TYPICAL UTILITY TRENCH DETAIL NOT TO SCALE O Q- 2 INCH MIN. CLASS B ASPHALT PATCH COMPACTED TO 92 PERCENT MAX. DEN- SITY. IF EXISTING ASPHALT IS GREATER THAN 2 INCHES, IT SHALL BE REPLACED ® MATH AN EQUAL AMOUNT. 4 INCHES OF CRUSHED SURFACING TOP COURSE MATERIAL TO BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY. ®- 2 1/2 INCH MINUS BANK RUN GRAVEL COMPACTED TO 95 PERCENT MAXIMUM DENSITY. LOOSE LIFTS SHALL NOT EXCEED 12 INCHES IN DEPTH. EXISTING ASPHALT. ® (3)- TACK ALL EDGES AND FACES OF EXISTING ASPHALT. SEAL COAT SURFACE JOINT. ®- 1 FOOT DISTANCE MIN. ® - - TRENCH LINE. UNDISTURBED EARTH. PAVEMENT PATCHING AND RESTORATION DETAIL NOT TO SCALE (HORIZONTAL) BEARING AREA OF THRUST BLOCKS IN SQ. FT. FITTING SIZE CAP, TEE OR PLUG 90' BEND 45' BEND 22 1/2• BEND 11 1/4' BEND 4 4.0 4.0 2.5 1.5 1.0 6 4.5 6.0 3.5 2.0 1.0 8 7.5 10.5 6.0 3.0 1.5 10 11.0 15.5 8.5 4.5 2.5 12 15.5 22.0 12.0 6.0 3.5 14 21.0 29.5 16.0 8.5 4.5 16 27.0 38.0 20.5 10.5 5.5 18 35.0 48.5 26.5 13.5 7.0 TEE 9 VALUES BASED ON 225 PSI WATER PRESSURE AND 2000 PSF SOIL BEARING CAPACITY. THRUM BEND 'Y�W1;=al BEND TYP. NOTES: 1) CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2) ALL CONCRETE TO BE CLASS 2400 3) INSTALL ISOLATION MATERIAL BETWEEN PIPE AND/OR FIT- TINGS BEFORE POURING BLOCKING. 4) CONCRETE SHALL BE KEPT CLEAR OF ALL JOINTS AND ACCESSORIES. 5) SEE TYPICAL HYDRANT SET- TING DETALS FOR BLOCKING LOCATIONS. ;K DETAIL NOT TO SCALE 2.5" PORT MATH N.S,T. I.D. MEASURED. BREAKAWAY MIN. 4" MAX. CU. YD. GRVL.- UNDERDRAIN. DRAIN HOLE.. - EPDXY COATED SHOE (INSIDE AND OUTSIDE). CONC. THRUS' BLOCKING. (SEE NOTE 1) DRAIN ROCK "•-UNDISTURBED E 4" PUMPER PORT NO.3 P.C.T. AT 6 THREADS/INCH MEASURING 4.72 INCHES O.D. FINISHED GRADE AIR WITH ON COVER. CASING COVER, ALL BACKFILL WRTHIN THE RIGHT OF WAY `;000 CAST IRON VALVE SHALL BE 2.25' MINUS PIT -RUN GRAVEL 000 CASING. WITH 95% COMPACTION. �00 0000 TAR PAPER OR PLASTIC BARRIER o°°o°o° GATE VALVE. u° .coo° 000°a-0'a o"o" .`o 0 0`0 0 0 0 0 0 0 0 0 0 'O°O°a00°O°000�4 O"O°O°O°000 O°O°°O°0° OJOOOD000060000OOOOaO. v0a°000000 O O a 00000 a o 0 0 0 0 0 0 0 0 000 .. a o a o o ° o b; CONC., p 0 o THRUST -TIER BLOCK:, v 0 0 D D•. OR MEGA LUG `,, o . a . v • D . d DRAIN SAND BEDDING SAND BEDDING 0 - ' D • D ROCK AR t I. UNDISTURBED EARTH-•"' A THRUST BLOCK SHALL BE PLACED AT THE BACK OF THE HYDRANT SHOE FROM THE DITCH BOTTOM TO A POINT 314 OF THE WAY UP THE BACK OF THE SHOE AND 'Y' SHAPED 70 SOLAD GROUND AND SHALL BE A MNVIMUM OF 2'-Oo HIDE AT THIS POINT AND SHALL NOT OBSTRUCT BOLTS OR DRAIN HOLES ON THE SHOE. ALL BOLTS BELOW GRADE SHALL BE CHECKED FOR 77GHTNESS BEFORE BACKFILLING. ® THE FOLLOWNG HYDRANTS HAVE BEEN ACCEPTED AS A STANDARD BY THE CITY OF ANACORTES' MULLER (SUPER CEN7UR1ON 200) OR WATEROUS (PACER 100) ® HYDRANTS SHALL BE SET PLUMB TO THE FINISHED GRADE WTH THE PUMPER PORT FACING THE STREET I� THE COLOR SPECIFICA77ON FOR HYDRANTS SHALL BE YELLOW AND GRAY. FIRE HYDRANT STANDARD DETAIL WATERLINE SPECIFICATIONS 1. MATERIALS AND INSTALLATION OF THE WATER SYSTEM SHALL CONFORM TO SECTION 7-9 THROUGH 7-15 OF THE 1994 STANDARD SPECIFICATIONS AND THE CITY OF ANACORTES REQUIREMENTS. THE CITY OF ANACORTES WATER DEPARTMENT HAS THE SAME AUTHORITY AS THE CIVIL ENGINEER REGARDING WATERLINE INSTALLATION. THE CITY OF ANACORTES SHALL APPROVE ALL WATERLINE MATERIALS PRIOR TO CONSTRUCTION. 2. WATERLINE MATERIALS SHALL CONSIST OF THE FOLLOWING: A) EIGHT -INCH WATERLINNS SHALL BE CLASS 50 DUCTILE IRON CONFORMING TO SECTION 9-30.1(1) OF THE 1994 STANDARD SPECIFICATIONS, CAST IN 18-FOOT NOMINAL LENGTHS. ALL PIPE JOINTS SHALL BE NON -RESTRAINED MATH RUBBER GASKET, PUSH ON TYTON TYPE OR MECHANICAL JOINTS MEETING AWWA SPECIFICATIONS. FOUR -INCH WATERLINNS SHALL BE CLASS 52 DUCTILE IRON CONFORMING TO THE SPECIFICATIONS AS STATED. B) MEGALUG RESTRAINING GLANDS SHALL BE USED IN LOCATIONS AS INDICATED ON THE PLANS AND DETAILS AND SHALL HAVE A MINIMUM OPERATING PRESSURE OF 300 PSI. C) FITTINGS SHALL BE DUCTILE IRON OR CLASS 250 GREY IRON CONFORMING TO SECTIONS 9-30.2 AND 9-36.2(1) OF THE 1994 STANDARD SPECIFICATIONS. D) ALL PORTIONS OF THE DUCTILE -IRON WATERLINE SHALL. BE WRAPPED MATH 8 MIL POLYETHYLENE PLASTIC TAPED TOGETHER AT THE JOINTS IN ACCORDANCE NTH WSDOT STANDARDS, CITY OF ANACORTES STANDARDS, AND AWWA C108. THE POLYETHYLENE PLASTIC SHALL BE WRAPPED TIGHT AGAINST THE PIPE AND TAPED AT MID -PIPE INTERVALS. E) CONCRETE THRUST BLOCKS SHALL BE CLASS 3010 PSI AND SHALL BE INSTALLED CONFORMING TO THE CITY OF ANACORTES HORIZONTAL THRUST BLOCKING DETAIL. F) ALL GATE VALVES SHALL BE RESILIENT SEAT, WEDGED TYPE, GATE "Cr RING PACKING, NON -RISING STEM, TWO -NCH OPERATING NUT, CONFORMING TO THE REQUIREMENTS OF THE CITY OF ANACORTES WATER DEPARTMENT. VALVE CASINGS SHALL BE INSTALLED ON ALL VALVES AND SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF ANACORTES WATER DEPARTMENT. G) ALL FIRE HYDRANTS SHALL BE MUELLER OR WATEROUS CONFORMING TO THE CITY OF ANACORTES WATER DEPARTMENT FIRE HYDRANT DETAIL AS INDICATED ON THE PLANS 3. WATERLINE TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM OF EIGHT INCHES BETWEEN THE EDGE OF THE PIPE AND THE TRENCH WALL. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM OF 35 INCHES OF COVER TO THE COMPLETED FINISHED GRADE. ALL WATERLINES SHALL BE BED ON A MINIMUM OF SIX INCHES OF SAND AND SHALL BE COVERED WITH SAND TO A DEPTH OF 12 INCHES OVER THE TOP OF THE PIPE. THE CONTRACTOR SHALL CAREFULLY HAND COMPACT ALL COVER MATERIAL ALONG THE SIDES OF THE PIPE TO ASSURE COMPACTION UNDER THE BARREL OF THE PIPE. NATIVE MATERIAL SHALL NOT BE USED AS PIPE BEDDING, PIPE COVER, OR TRENCH BACKFILL. 4. THE BOTTOM OF WATERLINE TRENCHES SHALL MANE A STABLE, NON -YIELDING SOIL CONDITION SUITABLE FOR SUPPORTING THE DESIGNED LOADS. WHERE THE BOTTOM OF THE WATERLINE TRENCH CONDITIONS EXHIBIT PUMPY, YIELDING CONDITIONS, THE BOTTOM OF TRENCH SHALL BE OVEREXCAVATED TO EXPOSE A FIRM, STABLE MATERIAL THE OVEREXCAVATED PORTION OF TRENCH SHALL BE BACKFILLED WITH SHOT ROCK RANGING IN SIZE FROM TWO INCH TO FOUR INCHES, MECHANICALLY COMPACTED. 5. TRENCH BACKFLL MATERIAL SHALL CONSIST OF 2-1/2 INCH MINUS GRAVEL BASE CONFORMING TO SECTION 9-03.19, PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN DEPTH AND COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURES, THE INITIAL LIFT OF GRAVEL BASE TRENCH BACKFILL OVER THE PIPE SHALL NOT EXCEED IS INCHES IN LOOSE DEPTH IN ORDER TO PROTECT THE PIPE. 2-1/2 INCH MINUS GRAVEL BASE AS SPECIFIED SHALL BE USED AS TRENCH BACKFILL IN ALL TRENCHES UNDER PROPOSED ASPHALT, CONCRETE, CONSTRUCTION TRAFFIC AREAS, AND WITHIN FIVE FEET BEYOND THE PROPOSED IMPERVIOUS SURFACES NATIVE MATERIAL SHALL NOT BE USED AS TRENCH BACKFILL. 6. WHERE THE PROPOSED WATERLINE CROSSES ANY UTILITY, A MINIMUM OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE UTILITY PIPES. NOT TO SCALE 7. CONCRETE THRUST BLOCKS SHALL BE FORMED SO AS TO PROVIDE THE REQUIRED THRUST -BLOCK BEARING AREA AGAINST A NON -DISTURBED NATIVE SOIL CONDITION. THE THRUST BLOCK ABUTTING THE PIPE OR FITTING MALL NOT OBSTRUCT ACCESS OR OPERATION OF FLANGES, NUTS, OR BOLTS. MINIMUM THRUST BLOCK DEPTH SHALL BE 12 INCHES. WHERE UNSUITABLE OR IMPORTED MATERIAL EXISTS AGAINST THE THRUST -BLOCK BEARING AREA, THE ENGINEER OR THE CITY OF ANACORTES MAY INCREASE THE SIZE OF THE THRUST -BLOCK BEARING AREA OR ADD MEGALUG RESTRAINING GLANDS AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY THRUST BLOCKING. 8. THE ENTIRE DUCTILE -IRON WATER SYSTEM SHALL BE PRESSURE TESTED PATH CHLORINATED WATER ACCORDING TO THE CITY OF ANACORIES WATER DEPARTMENT AT 225 PSI FOR A MINIMUM OF TWO HOURS. THE MAXIMUM ALLOWABLE PRESSURE LOSS DURING THE TWO HOUR TEST PERIOD SHALL BE 5 PSI. A PRESSURE TEST SHALL BE WTNESSED AND APPROVED BY THE ENGINEER OR THE CITY OF ANACORTES WATER DEPARTMENT. AT THE PONT OF CONNECTION TO THE EXISTING 8-INCH AND 6-INCH WATERLINES IN 32NO STREET & 'H" AVENUE, RESPECTIVELY, THE CONTRACTOR SHALL NOT PRESSURE TEST AGANST THE PROPOSED EIGHT -INCH OR SIX-INCH VALVE. THE CONTRACTOR SHALL COORDINATE NTH THE CITY OF ANACORTES AND SHALL INSTALL AN EIGHT -INCH DIAMETER STEEL BLIND PLATE DOWNSTREAM OF THE EIGHT -INCH HOT TAP GATE VALVE FOR PRESSURE TESTING. UPON APPROVAL OF PRESSURE TESTING, FLUSHING, CHLORINATION, AND BACTERIA TESTS, THE BLIND PLATE SHALL BE REMOVED BY THE CONTRACTOR AND THE NEW WATERLINE SHALL BE SECURED TO THE PROPOSED EIGHT -INCH HOT TAP GATE VALVE. 9. DISINFECTION, FLUSHING, AND CHLORINATION OF WATERLINE SHALL CONFORM TO SECTION 7-11 OF THE 1994 STANDARD SPECIFICATIONS AND THE CITY OF ANACORTES REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE NTH THE CITY OF ANACORTES WATER DEPARTMENT FOR ALL CHLORINATION. PRESSURE TESTING, FLUSHING, AND BACTERIA SAMPLING REQUIREMENTS. CHLORINATED WATER FLUSHED FROM THE PROPOSED WATERUNES SHALL BE DISCHARGED INTO A TANKER TRUCK OR INTO THE EXISTING SANITARY SEWER SYSTEM IF APPROVED BY THE CITY OF ANACORTES PRIOR TO THE INSTALLATION OF THE WATER SYSTEM. CHLORINATED WATER DISCHARGED INTO A TANKER TRUCK MAY BE USED FOR WATERNG IMPORTED FILL MATERIALS TO THIS SITE. CHLORINATED WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM SYSTEM OR ANY SURROUNDING CREEKS, RIVERS, OR SLOUGHS. 10. THE CONTRACTOR SHAH SCHEDULE A PRECONSTRIJC71ON MEETING WITH THE CITY OF ANACORTES WATER DEPARTMENT PRIOR TO ANY CONSTRUCTION ON SITE. THE CONTRACTOR SHALL PROVIDE A COMPLETE MATERIALS LIST TO THE ENGINEER AND THE CITY OF ANACORTES AT THE PRECONSTRUCTION METING. 11. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF WATERLINE PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES AND SHALL RECORD AL ASBUHLTS AND CHANGES IN PLANS. A COPY OF THESE ASSUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF ANACORTES, ENGINEER, AND OWNER AT THE END OF CONSTRUCTION. DURING CONSTRUCTION, THE CITY OF ANACORTES WILL PROVIDE INSPECTION OF THE WATERLINE CONSTRUCTION AND WILL WITNESS TESTING. ALL REINSPECTION AND ADDITIONAL TEST MONITORING RESULTING FROM CORRECTIONS PERFORMED BY THE CONTRACTOR SHALL BE PROVIDED BY THE CITY OF ANACORTES AT THE CONTRACTOR'S EXPENSE 12. THE PROPOSED EIGHT -INCH HOT TAP CONNECTION TO THE EXISTING 8-NCH AND 6-INCH WATERLINES IN 32NO STREET AND "H" AVENUE SHALL BE PERFORMED BY: SPEER TAPS UNLIMITED, ATTENTION: JOHN NORTON _NV NORTHEAST 159TH STREET SEATTLE, WA 98155 'SPEER TAPS SHEET DESCRIPTION SGALt: AS N070 PROJECT DRAWING NO I Leonard, Boudinot & Skodie Inc. DRAWN BY. DEL/Des SOUTH HARBOR PARK SPEC&DWID PROFESSIONAL ENGINEERS & LAND SURVEYORS WATER SYSTEM DESIGNED BY.►AF/ E �p JOB No 603 south First street; P.O. Box lzza CHECKED BY. JEL 1�tlfi 90037 Mount Vernon, WA 98273 SPECIFICATIONS ^p �p� HEFT Tel 360-335-5751 Fox: 360-z36-3981 FIELD BOOK/PAGE.' PORT OF ANACORTES S A DATE,' MARCH 190 Of �5 aF jb W SEWER PUMP STATION 1. REQUIREMENTS FURNISH AND INSTALL TWO FLYGT SUBMERSIBLE, EXPLOSION -PROOF, NON -CLOG WASTEWATER PUMPS. EACH PUMP SHALL BE EQUIPPED MATH TWO HP, SUBMERSIBLE ELECTRIC MOTORS CONNECTED FOR OPERATION ON 240 VOLTS, THREE-PHASE, 60 HERTZ, SEVEN -MARE SERVICE, WITH 50 FEET OF SUBMERSIBLE CABLE (SUBCAB) SUITABLE FOR SUBMERSIBLE PUMP APPLICATIONS. THE POWER CABLE SHALL BE SIZED ACCORDING TO NEC AND iCEA STANDARDS AND ALSO MEET WITH P-MSHA APPROVAL. THE PUMP SHALL SE SUPPLIED WITH A MATING CAST IRON FOUR -INCH DISCHARGE CONNECTION AND BE CAPABLE OF DELIVERING 110 GPM AT 23 TDH. AN ADDITIONAL POINT ON THE SAME CURVE SHALL BE 250 GPM AT 16 FEET TOTAL HEAD. SHUT OFF HEAD SHALL BE 31 FEET (MINIMUM). EACH PUMP SHALL BE FITTED WITH TEN FEET OF SS LIFTING CHAIN OR STAINLESS STEEL CABLE. THE WORKING LOAD OF THE LIFTING SYSTEM SHALL BE 50% GREATER THAN THE PUMP UNIT WEIGHT. 2. PUMP DESIGN THE PUMPS SHALL BE AUTOMATICALLY AND FIRMLY CONNECTED TO THE DISCHARGE CONNECTION, GUIDED BY NO LESS THAN TWO GUIDE BARS EXTENDING FROM THE TOP OF THE STATION TO THE DISCHARGE CONNECTION. THERE SHALL BE NO NEED FOR PERSONNEL TO ENTER THE WET -WELL SEALING OF THE PUMPING UNIT TO THE DISCHARGE CONNECTION SHALL BE ACCOMPLISHED BY A MACHINED METAL TO METAL WATERTIGHT CONTACT. SEALING OF THE DISCHARGE INTERFACE WITH A DIAPHRAGM, 0-RING OR PROFILE GASKET WILL NOT BE ACCEPTABLE. NO PORTION OF THE PUMP SHALL BEAR DIRECTLY ON THE SUMP FLOOR. 3. DUAL RAIL STATION GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO PROVIDE A COMPLETE PUMPING SYSTEM AS SPECIFIED HEREIN. THE RAIL SYSTEM SHALL INCLUDE TWO SUBMERSIBLE NON -CLOG SEWAGE PUMPS, DISCHARGE ELBOW WITH BASE PLATE, HYDRAULIC SEALING FLANGE ASSEMBLY NTH SEALING DIAPHRAGM, PUMP CARRIER ASSEMBLY, LIFTING CHAIN OR CABLE, ACCESS FRAME AND HATCH COVER, FLOAT MOUNTING BRACKET, CONTROL EQUIPMENT, GUIDE RAILS AND DISCHARGE PIPING. DISCHARGE BASE ELBOW WITH BASE PLATE: THE DISCHARGE ELBOW/BASE PLATE. ASSEMBLY IS DESIGNED TO REST SQUARELY ON THE WET -WELL FLOOR ASSURING PERFECT ALIGNMENT AND A SMOOTH SURFACE FOR THE PUMP. THE BASE PLATE SHALL ALSO INCLUDE BOLT DOWN HOLES, A LEVELING BOLT, AND ADJUSTABLE GUIDE RAH. SUPPORTS. THE SEALING FACE OF THE BASE ELBOW SHALL BE SPRAY COATED WITH ZINC TO PROVIDE A SMOOTH, CORROSION AND ABRASION RESISTANT SURFACE. ALL FASTENERS SHALL BE 300 SERIES STAINLESS STEEL. 4. CARRIER GUIDE BRACKET A FACTORY INSTALLED PUMP CARRIER GUIDE BRACKET SHALL BE FABRICATED FROM STAINLESS STEEL THE CARRIER SHALL BE MOUNTED ON THE PUMP SO THAT WHEN LIFTING OR LOWERING THERE ARE NO FORCES OR COUPLES EXERTED ON THE GUIDE RML.S. ALL FASTENERS SHALL BE 300 SERIES STAINLESS STEEL 5. ACCESS FRAME AND DOOR A SEPARATE ACCESS FRAME ASSEMBLY SHALL BE SUPPLIED NTH A SEPARATE HINGED DOOR FOR REMOVAL OF EACH PUMP. THE FRAME ASSEMBLY AND DOOR SHALL BE EITHER STAINLESS STEEL OR ALUMINUM. NTH ALUMINUM HAVING 300 SERIES STAINLESS STEEL H04GES AND HARDWARE THE STAINLESS STEEL DOOR SHALL BE FACTORY PLANTED NTH A CORROSION RESISTANT PANT, AND HAVE ETHER A SANDED, SKI) -PROOF COVER OR RAISED TREAD PLATE COVER. THE AIUANUM DOOR SHALL HAVE A RAISED TREAD PLATE TO PROVIDE A SKID - PROOF SURFACE AS A SAFETY PRECAUTION, EACH PUMP SHALL BE PROVIDED WITH A SEPARATE DOOR SO AS TO LIMIT ACCESS TO THE WET -WELL LOAD RATING SHALL BE H2O. THE FRAME SHAM SUPPORT THE FLOAT MOUNTING BRACKET. A RECESSED HANDLE SHALL BE PROVIDED NTH EACH DOOR, AS WELL AS A SAFETY LATCH TO HOLD HE DOOR N AN OPEN POSITION. 6. PRESSURE TRANSDUCER BRACKET A PRESSURE TRANSDUCER MOUNTING BRACKET SHALE. BE PROVIDED NTH STRAIN RELIEFS THAT SUPPORT AND HOLD THE LEVEL CONTROL CORD. CONTINUOUS CORDS ARE TO RUN FROM PUMPS) AND LEVEL CONTROLS TO A CONTROL PANEL OR JUNCTION BOX NO SPLICES SHALL BE MADE IN THE WRING. THE BRACKET SHALL BE FABRICATED FROM STAINLESS STEEL, AND ATTACHED TO THE ACCESS FRAME NTH WO SERIES STANNESS STEEL FASTENERS. A DIELECTRIC SPACER SHALL 13E INSTALLED WHEN BOLTING TO AN ALUMINUM ACCESS FRAME. 7. GUIDE RAIL THE DUAL RAIL DESIGN KEEPS THE PUMP IN PROPER ALIGNMENT NTH THE STATIONARY DISCHARGE PIPING.. THE RAIL SHALL BE 2' GALVANIZED OR STAINLESS STEEL PIPE AND POSITIONED ON EACH SIDE OF THE PUMP SO THAT NO WEIGHT OF THE PUMP BEARS ON THE RAILS AT ANY TIME 8. PIPING PIPING SHALL INCLUDE ONE (1) BALL CHECK VALVE NTH OUTSIDE LEVER AND SPRING, ONE (1) PLUG VALVE AND ALL THE NECESSARY GASKETS, STRAIGHT PIPE, BRACKETS, ELBOWS, TEES AND FITTINGS. ALL PIPING SHOULD BE COATED NTH COAL TAR EPDXY OR EQUAL FOR CORROSION RESISTANCE. WHERE PIPING PASSES THROUGH A WALL, WADING OR SEALING CONCRETE SHALL BE USED TO MAKE A WATERTIGHT JOINT. 9, DUPLEX CONTROL PANEL IT IS THE INTENTION THAT THIS SPECIFICATION SHALL COVER A COMPLETE ELECTRICAL LIFT STATION PUMP CONTROL SYSTEM AS HEREINAFTER DESCRIBED AND ALL NECESSARY APPURTENANCES NTH MIGHT NORMALLY BE CONSIDERED A PART OF THE COMPLETE ELECTRICAL SYSTEM FOR THIS INSTALLATION. ALL OF THE AUTOMATIC CONTROL EQUIPMENT IS TO BE SUPPLIED BY ONE MANUFACTURER. IT SHALL BE FACTORY ASSEMBLED, AIRED. AND TESTED AND COVERED BY OOMAPL.ETE ELECTRICAL DRAWINGS AND INSTRUCTIONS. THE CONTROL SYSTEM DESCRIBED HEREAFTER IS A BULLETIN D152/"00 CONTROL SYSTEM AS MANUFACTURED BY CONSOLIDATED ELECTRIC COMPANY OF ST. PALL, MN. THE NAMING OF A MANUFACTURER OF EWIPMENT IN THIS SPECIFICATION IS NOT INTENDED TO ELIMINATE COMPETITION OR P ROPWT QUALIFIED MANUFACTURERS FROM OFFERING EQUIPMENNT. RATHER. THE INTENT IS TO ESTABLISH A STANDARD OF EXCELLENCE FOR THE MATERIAL USED, AND TO INDICATE ATE A PRINCIPLE OF OPERATION DES1RiD. THE CONTRACTORS 80 STALL BE BASED ON THE USE OF CONSOLIDATED ELECTRIC EOLNP'MENT. UNLESS ME BDDER CLEARLY INIOICAIES IN HIS BID THAT HE IS OFFERING AN EQUAL PRODUCT APPROVED BY THE ENGINEER VIA A PRE-W SLOATTAL, HIS BID SHALL BE CONSIDERED AS PROVIDING THE BRAVO NAME PRODUCT REFERENCED IN THE SPECIFICATIONS ABOVE. IT IS IMPORTANT FOR ALL BIDDING CONTRACTORS TO NOTE THAT IF ALTERNATE PROPOSALS BASED ON SUBSTITUTED SYSTEMS ARE TO BID, THEY MUST BE PREQUAUIFIED BY THE CONSULTING ENGINEER FIFTEEN (15) DAYS IN ADVANCE OF THE BID DATE. IN THE EVENT A PREAUALFIED SYSTEM IS INSTALLED BY THE CONTRACTOR AND DOES NOT MEET THE SPECIFIED INTENT OF THIS SPECIFICATION NTH REGARD TO RELUABIUTY, EFFICIENCY. FUNCTIONAL CAPABILITY, OR OTHER SYSTEM PARAMETERS, THE ALTERNATE SYSTEM MAY BE REJECTED BY THE ENGINEER AND MUST BE REPLACED NTH THE CONSOLIDATED ELECTRIC SYSTEM ORIGINALLY SPECIFIED. THIS OPTION MAY BE EXERCISED BY THE OWNER OR THE ENGINEER AT ANY TIME DURING THE PROJECT TENURE. PROJECT TENURE IS DEFINED AS BEGINNING THE DATE THE PROJECT 8qS AND ENDING ON THE DATE THE SYSTEM HAS OPERATED SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE. SIGNAL CONDITIONING, SETPOINT, CONTROL, ALTERNATION, LOGIC FUNCTION, TRANSDUCER, ALARM, AND ALL OTHER CONTROL FUNCTIONS SHALL BE PERFORMED BY SOLID-STATE MODULES WHICH SHALL BE STANDARD CATALOG ITEMS OF THE SYSTEM MANUFACTURER, WITH PROVEN FIELD PERFORMANCE. AT LEAST ONE MODULE OF EACH TYPE USED IN THE SYSTEM SHALL BE STOCKED BY THE SYSTEM MANUFACTURER FOR SYSTEM EXPANSIONS OR RENEWAL PARTS PURPOSES. THE MODULES SHALL BE OF A COMPATIBLE, INTEGRATED CONTROL FAMILY NTH A FULL RANGE OF CONTROL/PROTECTIVE/ALTERNATION/ TELEMETRY CAPABILITIES AND ASSOCIATED HOUSINGS, ENCLOSURE SYSTEM AND APPURTENANCES TO PERFORM A VARIETY OF FUNCTIONS REQUIRED BY THIS PROJECT AND FORESEEABLE EXPANSION. IT IS THE INTENTION OF THIS SPECIFICATION TO DISALLOW NON-STANDARD, "ONE OF A KIND," EXPERIMENTAL, UNPROVEN COMBINATIONS OF EQUIPMENT. THE LEVEL TRANSDUCER SHALL BE STANDARD PRODUCTS MANUFACTURED BY THE CONTROL SUPPLIER IN ORDER TO ASSURE ONE SOURCE RESPONSIBILITY, READY AVAILABILITY, PROPER SYSTEM INTERCONNECTIONS AND RELIABLE, LONG-TERM OPERATION. 10. PRE -SUBMITTAL INFORMATION PRESUBMITTAL DATA SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING REQUIREMENTS TO LE SUBMITTED TO THE ENGINEER NOT LESS THAN 15 DAYS PRIOR TO BID DATE: A. FULL DESCRIPTION AND PERFORMANCE DATA ON ALL SUBSTITUTE ITEMS PROPOSED WITH REFERENCES FOR VERIFICATION OF PERFORMANCE FOR SUCH EOUIPMENT ALREADY IN SERVICE, ALL DATA IN TRIPLICATE, B. DETAILED DESCRIPTION OF HOW THE PROPOSED SUBSTITUTE DIFFERS FROM THAT SPECIFIED INCLUDING BUT NOT LIMITED TO MATERIALS OF CONSTRUCTION, FABRICATION, OPERATION, WARRANTY, SERVICE, CORROSION PROTECTION, POWER CONSUMPTION, MAINTENANCE REQUIREMENTS, ETC. C. DETAILED DISCUSSION OF WHY THE PROPOSED SUBSTITUTE IS EQUAL OR SUPERIOR TO THAT SPECIFIED IN MATERIAL OF CONSTRUCTION, FABRICATION, OPERATION, WARRANTY, SERVICE, CORROSION PROTECTION, POWER CONSUMPTION, MAINTENANCE REQUIREMENTS. ETC. D. TRACINGS AND FOUR COPIES OF REVISED PRINTS REFLECTING IN DETAIL ANY AND ALL CHANGES IN ARRANGEMENTS FOR MATERIALS, EQUIPMENT, PIPING, FABRICATION, ERECTION, MAINTENANCE, POWER SUPPLY, ETC. E. NAME AND TELEPHONE NUMBER OF PERSON(S) TO CONTRACT TO ANSWER QUESTIONS OR SUPPLY ADDITIONAL INFORMATION. FAILURE TO NAME AN APPROVED MANUFACTURER IN EACH SPACE PROVIDED IN THE PROPOSAL, WILL CONSTITUTE GROUNDS FOR DECLARING THE BID IRREGULAR, OR IF THE OWNER CHOOSES, WILL GIVE THE PREROGATIVE OF EQUIPMENT SELECTION SOLELY TO THE OWNER. IF MORE THAN ONE MANUFACTURER IS NAMED IN ANY SPACE iT WILL DECLARE THAT THE BIDDER HAS NO PREFERENCE AND NULL GIVE THE PREROGATIVE OF EQUIPMENT SELECTION SOLELY TO THE OWNER. 11. FIELD SUPERVISION THE SERVICES OF A FACTORY TRAINED, QUALIFIED REPRESENTATIVE SHALL BE PROVIDED TO INSPECT THE COMPLETED INSTALLATION, MAKE ALL ADJUSTMENT NECESSARY TO PLACE THE SYSTEM IN TROUBLE -FREE OPERATION AND INSTRUCT THE OPERATING PERSONNEL IN THE PROPER CARE AND OPERATION OF THE EQUIPMENT. 12. GUARANTEE ALL EQUIPMENT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER'S FINAL INSPECTION AND ACCEPTANCE TO THE EFFECT THAT ANY DEFECTIVE EQUIPMENT SHALL BE REPAIRED OR REPLACED WITHOUT COST OR OBLIGATION TO THE OWNER. 13. CONTROL SYSTEM AND CONTROL PANEL A INTENT OF SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, INSTALL "CONSOLIDATED ELECTRIC" EQUIPMENT AND PLACE INTO OPERATION A PUMP CONTROL CENTER DESIGNED TO AUTOMATICALLY OPERATE THE PUMPS AS DESCRIBED HEREIN. THE PUMPS WILL OPERATE IN A SPECIFIED SEQUENCE, IN RESPONSE TO VARIATIONS IN THE LIQUID LEVEL THE CONTROL EQUIPMENT SHALL BE MANUFACTURED BY A U.L APPROVED SHOP. B. WIRING. ALL WRING SHALL HAVE NOT LESS THAN 600 VOLT INSULATION WITH ALL POWER WRING AND BUS SHALL BE IN COMPLETE CONFORMITY WITH THE NATIONAL ELECTRIC CODE AND STATE AND LOCATED AND NEMA ELECTRICAL STANDARDS, CONTROL WRING SHALL BE COLOR CODED. ALL JOB CONNECTIONS REQUIRED TO CONVENIENTLY REPLACE CONTROL COMPONENTS SHALL SE MADE AT APPROVED TYPE TERMINAL BLOCKS NTH ENGRAVED BAKELITE MARKER STRIPS OR SIMILAR APPROVED MEANS. C. U.L. APPROVAL. THE CONTROL PANELS SHALL BE CONSTRUCTED IN COMPLIANCE NTH UNDERWRITER'S LABORATORIES INDUSTRIAL CONTROL PANELS LISTING AND FOLLOWING -UP SERVICE, UTILIZING U.L. LISTED AND RECOGNIZED COMPONENTS WHERE APPLICABLE. THE CONTROL PANELS SHALL BEAR THE UNDERWRITER'S LABORATORY LISTED SERIALIZED LABEL. D. POWER SUPPLY, METERING AND MAIN DISCONNECT. THE SERVICE POLE AND METERING WILL BE PROVIDED BY THE CONTRACTOR. (A U.L RATED MAIN DISCONNECT SWTCH,) CONDUIT AND WRING BETWEEN THE POWER COMPANY TERMINATION AND THE LIFT STATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE POWER SUPPLY WILL BE (240 VOLTS, 3 PHASE, 7 WIRE, 60 HERTZ). E. ENCLOSURE THE DESCRIED EQUIPMENT SHALL BE HOUSED IN A GASKEIED NEMA 1 ENCLOSURE APPROXIMATELY 24" WOE, 30" HIGH. 8" DEEP. THE ENCLOSURE SHALL BE CONSTRUCTED OF NOT LESS THAN 14 GAUGE COLD ROLLED STEEL THE ENCLOSURE SHALL BE PHOSPHATIZED BEFORE PAINTING. IT SHALL HAVE AN ANSI 61 GRAY POLYESTER POWDER INTERIOR AND EXTERIOR COATING. ALL DOOR COMPONENTS SHALL BE NEMA 1, ALL MAJOR COMPONENTS AND SUB-ASSEMBUES SHALL BE IDENTIFIED AS TO FUNCTION WTH LAMINATED, ENGRAVED BAKELITE NAMEPLATES, OR SIMILAR APPROVED MEANS, THE FOLLOWING DESCRIBED EQUIPMENT SHALL BE FURNISHED FOR EACH OF THE CONTROL SYSTEMS REWIRED AND MATCHED TO THE SPECIFIC PUMPING STATION EQUIPMENT: F AUTO CONTROL 1. ALL CONDUITS, FITTINGS, OR CONNECTIONS SHALL ENTER THE ENCLOSURE THROUGH THE BOTTOM ONLY FOR ANY OUTDOOR ENCLOSURE. 2. INCOMING POWER TERMINAL BLOCK LOCATED AT THE BOTTOM OF THE ENCLOSURE TO FACILITATE BOTTOM CONDUIT ENTRY AND TO INSURE SOUND ELECTRICAL INTEGRITY OF THE INCOMING POWER CONNECTIONS, 3. LIGHTNING ARRESTOR A LIGHTNING ARRESTOR SHALL BE SUPPLIED IN THE CONTROL AND CONNECTED TO EACH LINE OF THE INCOMING SIDE OF THE POWER INPUT TERMINALS. THE ARRESTOR SHALL PROTECT THE CONTROL AGAINST DAMAGE DUE TO LIGHTNING STRIKES ON THE INCOMING POWERLINE. 4 PHASE FAILURE PROTECTION A PHASE-LOSS/UNBALANCE/REVERSAL AND UNDER -VOLTAGE PROTECTION ASSEMBLY WITH ADJUSTABLE NOMINAL VOLTAGE SETTING SHALL BE PROVIDED. NTH THREE EXTRACTOR TYPE LINE VOLTAGE FUSES. THIS DEVICE SHALL DROP -OUT PUMPS IF ALL PHASES DROP BELOW 9OX OR IF ONE PHASE DROPS BELOW 80-83% NOMINAL VOLTAGE, THIS DEVICE SHALL HAVE A NOMINAL 1/2 SECOND DROPOUT DELAY AND ADJUSTABLE RESTORATION TIME DELAY OF UP TO FIVE MINUTES. 5. CIRCUIT 1REAKERS AND MOTOR STARTERS A THERMAL MAGNETIC CIRCUIT BREAKER SHALL BE SUPPLIED AS BRANCH CIRCUIT PROTECTION FOR EACH PUMP MOTOR. THE CIRCUIT BREAKER MUST HAVE A MINIMUM AMPERE INTERRUPTING CAPACITY OF (10,000-240 VOLT) (14,000-480 VOLT) SYMMETRICAL RMS AMPS THE CIRCUIT BREAKERS SHALL 13E OPERABLE THROUGH THE OPERATORS DOOR OF THE ENCLOSURE. A NEMA RATED FULL -VOLTAGE ACROSS THE LINE MAGNETIC MOTOR STARTER WITH AMBIENT - COMPENSATED, WICK -TRIP CLASS 10 OVERLOAD SENSING IN EACH PHASE TO PROVIDE OVER CURRENT AND RUNNING PROTECTION SHAD. BE PROVIDED FOR EACH PUMP MOTOR. DOOR MOUNTED OVERLOAD RESET PUSH BUTTONS SHALL BE PROVIDED. 12D VAC CONTROL POWER FOR EACH MOTOR STARTER COIL AND H-O-A SELECTOR SWITCH SHALL BE PROVIDED THROUGH A PROPERLY SIZED FUSE (AND TRANSFORMER IF 120 VAC LINE POTTER IS NOT AVAILABLE). PUMP HP C8 SIZE MS SIZE CONTROLLED BY NO. 1 2 HP __ /OUP SIZE LEVEL NO. 2 2 HP ALP SIZE LEVEL 6, A CONTROL POWER CIRCUIT BREAKER SHALL BE PROVIDED AND OPERABLE THROUGH THE INNER DOOR OF THE CONTROL PANEL TO PROVIDE A DISCONNECT MEANS AND SHORT CIRCUIT PROTECTION FOR ANY 120 VAC (OR LESS) DEVICES NOT POWERED FROM MOTOR STARTER CIRCUITS, 7 SWITCHES AND LIGHTS A 1-3/16" DIAMETER AND 'HANDS -OFF -AUTO 3 POSITION, ROTARY, OIL TIGHT, HEAVY DUTY TYPE SELECTOR SWITCH SHALL BE FURNISHED FOR EACH PUMP. AN INNER DOOR MOUNTED, 1" DIAMETER OIL TIGHT PILOT LIGHT OPERATED FROM A RESPECTIVE STARTER AUXILIARY CONTACT, SHALL BE PROVIDED TO INDICATE A "PUMP RUNNING" CONDITION. THE INDEPENDENT ALARM/CONTROL PANEL EQUIPMENT SHALL BE DESIGNED TO UL508 INDUSTRIAL CONTROL PANEL STANDARDS AND SHALL INCORPORATE A 120 VAC INPUT TRANSFORMER WITH TRANSIENT PROTECTION, A FUSED PRIMARY AND A DC POWER SUPPLY NTH LIMITED 24 VDC TO SUPPLY THE LEVEL SENSING FLOAT CIRCUIT(S), THE CONTROL SMALL BE USED HERE NTH A SINGLE HIGH LEVEL FLOAT SWITCH ARRANGED IN THE WET WELL AT A HIGHER ELEVATION THAN THE NORMAL OPERATING RANGE OF THE PRIMARY CONTROL AND ALARM. THE FLOAT SWATCH SHALL BE MOUNTED IN THE WET PIT IN ACCORDANCE NTH MANUFACTURERS INSTRUCTIONS OR AS SHOWN ON THE PLANS. THE FRONT FACE OF THE CONTROLLER SHALL INCORPORATE AN EXTRACTOR TYPE FUSE HOLDER, A HIGH LEVEL ALARM LED, A LOW LEVEL TURN-OFF LED, A REDUNDANT CONTROL LED AND A TIME ADJUSTMENT NTH A 0 TO 5 MINUTE RANGE. UPON THE OCCURRENCE OF A HIGH LEVEL CONDITION SENSED BY THE HIGH ALARM FLOAT, THE UPPER RED LED SHALL LIGHT, A FORM C SPOT ALARM OUTPUT CONTACT CIRCUIT SHALL TRANSFER TO OPERATE THE SPECIFIED ALARM DEVICES AND TWO (2) FORM A, NORMALLY -OPEN, REDUNDANT CONTROL CIRCUITS SHALL CLOSE TO PROVIDE REDUNDANT PUMP OPERATION. THESE CONTROL CIRCUITS SHALL BE "RED IN PARALLEL NTH THE PRIMARY CONTROL SYSTEM TWO -WIRE CONTROL CIRCUITS TO PROVIDE A REDUNDANT CAPABILITY. AS THE LEVEL RECEDES FROM THE HIGH LEVEL FLOAT THE ALARM CONTACT SHALL RETURN TO ITS NORMAL STATE; HOWEVER, THE REDUNDANT CONTROL CONTACTS ARE TO CONTINUE TO OPERATE UNTIL THE TIME PERIOD SETTING OF THE OFF -DELAY TIMER. AFTER THAT TIME INTERVAL (WHICH IS TO COMMENCE FOLLOWING THE LOWERING OF THE HIGH LEVEL FLOAT( THE CONTROL RELAY CONTACTS ARE TO RE -OPEN. A LOWER -TURN-OFF FLOAT SENSOR CIRCUIT SHALL ALLOW A SECOND FLOAT TO BE OPTIONALLY INSTALLED AND ACT TO TURN OFF THE REDUNDANTLY -CONTROLLED PUMPS UPON A FARING LEVEL RATHER THAN USING THE OFF -- DELAY TIMER FEATURE. THE REDUNDANT CONTROL/ALARM CAPABILITY SHALL BE COMPLETELY INTEGRATED IN THE SPECIFIED CONTROL PANEL AND SYSTEM AS DESCRIBED AND IN ACCORDANCE NTH ALL APPLICABLE CODES AND JOB REQUIREMENTS. 8. A CONTROL POWER CIRCUIT BREAKER SHALL BE PROVIDED AND OPERABLE THROUGH THE INNER DOOR OF THE CONTROL PANEL TO PROVIDE A DISCONNECT MEANS AND SHORT CIRCUIT PROTECTION FOR ANY 120 VAC (OR LESS) DEVICES NOT POWERED FROM MOTOR STARTER CIRCUITS. 9. CONDENSATION PROTECTIVE HEATER A 100 WATT, 120 VAC CONDENSATION PROTECTIVE HEATER AND HIGH TEMPERATURE CUTOUT THERMOSWITCH SHALL BE SUPPLIED IN THE CONTROL PANEL 10. RUNNING TIME METERS A RUNNING TIME METER MEASURING HOURS AND TENTHS OF HOURS OF OPERATION UP TO 99999.9 HOURS SHALL BE FURNISHED FOR EACH PUMP MOTOR INDICATED. THIS SHALL BE A 120 VOLT AC DEVICE OPERATING FROM THE CONTROL VOLTAGE BY AN AUXILIARY CONTACT OF THE MOTOR STARTER. 11. LIQUID LEVEL PUMP/ALARM CONTROLLER THIS SPECIFICATION IS INTENDED TO COVER A COMPLETE AND OPERATIONAL AUTOMATIC PUMP AND ALARM CONTROL SYSTEM THAT RESPONDS TO THE WET WELL LEVEL EXCURSIONS THE CONTROLLER SHALL RECEIVE THE WET WELL LEVEL SIGNAL FROM THE LEVEL TRANSDUCER, DISPLAY IT ON A 4" LED BAR GRAPH ON THE FACE OF THE CONTROLLER, GRAPHICALLY DISPLAY EIGHT LEVEL ADJUSTMENTS FOR AUTOMATIC PUS CONTROL AND ABNORMAL LEVEL ALARM IN A COORDINATED ARRANGEMENT NTH TINE LEVEL DISPLAY AND PROVIDE AUTOMATIC OPERATION OF THE STATION PUMPS AND ALARMS AS SPECIFIED HEREIN. THE PUMP -ALARM CONTROLLER SHALL ACCEPT A SINGLE. LEVEL -PROPORTIONAL ANALOG INPUT SIGNAL (1-5 VDC, 4-20 MADC, 1-6VDC) AND PROVIDE LEVEL -DIFFERENTIAL AUTOMATIC OPERATION OF THE PUMPS AND ALARMS. THE CONTROLLER SHALL DISPLAY THE SENSED CONTROL LEVEL ON A 40-SEGMENT LED BAR GRAPH DISPLAY. THE LEVEL SHALL BE DISPLAYED IN A (0-10) FOOT RANGE NTH (3") RESOLUTION. THE CONTROLLER SHALL OPERATE DIRECTLY WITH THE LEVEL SENSING TRANSDUCER. THE CONTROLLER SHALL INCLUDE TRANSDUCER EXCITATION VOLTAGE REGULATION, SIGNAL SPANNING AND OFFSETTING AND ADJUSTABLE "QUELJNNG" (RATE -OF -CHANGE UMIMNG). DIRECTLY ALIGNED NTH THE CALIBRATED RED BAR GRAPH DISPLAY SHALL BE 8 VERTICAL RECEPTACLES WITH PROGRAMMING PINS AND ADJACENT RANGE SCALES TO MATCH THE CALIBRATED BAR GRAPH GIVING FULL -RANGE, LEVEL -DIFFERENTIAL. ON/OFF OPERATION OF PUMPS AND ALARMS FROM THE SENSED LEVEL EXCURSION THE RECEPTACLES AND PROGRAMMING PINS SHALL BE GOLD-PLATED TO INSURE REUABLE, LONG-TERM OPERATION, EACH OF THE DIFFERENTIAL PUMP CONTROL CIRCUITS SHALL BE PROGRAMMABLE NTH A 'PUMP -DOWN' CAPABILITY. THE LEFT RECEPTACLE OF EACH CONTROL STAGE SHALL RECEIVE THE LOW LEVEL (TURN-OFF) PROGRAMMING PIN. THE RIGHT RECEPTACLE SHALL RECEVE THE HIGH LEVEL (TURN -ON) PROGRAMMING PIN. STAGES 3 AND 4 OF THE CONTROLLER SHALL BE LABELED LOW LEVEL ALARM AND HIGH LEVEL ALARM AND SHALL BE USED TO PROVIDE ADJUSTABLE DIFFERENTIAL LEVEL -RESPONSIVE ALARM OUTPUTS. THE ARRANGEMENT OF THE LEVEL AND PROGRAMMING DISPLAY NTH AN INTEGRAL OCT WELL LEVEL SCALED MYLAR OVERLAY SHALL ALLOW EASY SETTING AND VIEWING OF ALL CONTROL ADJUSTMENTS FROM THE FRONT OF THE CONTROLLER MOUNTED ON THE INNER DOOR OF THE ENCLOSURE. A FRONT MOUNTED LE.D. INDICATOR SHALL BE PROVIDED IN CONJUNCTION NTH EACH DIFFERENTIAL CONTROL/ALARM STAGE TO SHOW WHEN THE STAGE OUTPUT IS ACTIVATED, THE LIQUID LEVEL OF THE WET WELL SHALL BE SENSED BY A CONSOLIDATED ELECTRIC COMPANY BULLETIN MOOD, MODEL 157GSCL SUBMERSIBLE LEVEL TRANSDUCER. THE TRANSDUCER SHALL BE A 3-WIRE TYPE TO OPERATE FROM A SUPPLY VOLTAGE OF 10.5 TO 24 VDC AND PRODUCE AN INSTRUMENTATION SIGNAL IN DIRECT PROPORTION TO THE MEASURED LEVEL EXCURSION OVER A FACTORY -CALIBRATED RANGE OF ZERO TO TEN FEET OF WATER. THE TRANSDUCER SHALL BE OF THE SOLID-STATE HEAD -PRESSURE SENSING TYPE, SUITABLE FOR CONTINUOUS SUBMERGENCE AND OPERATION AND SHALL BE INSTALLED N ACCORDANCE NTH MANUFACTURER'S INSTRUCTIONS. THE BOTTOM DIAPHRAGM FACE OF THE SENSOR SHALL BE INSTALLED SIX INCHES ABOVE THE FLOOR. THE SENSOR SHALL BE MOUNTED USING A STAINLESS STEEL CABLE SYSTEM IN A LOCATION AND AS SHOWN ON THE JOB PLANS. THE TRADUCER HOUSING SHALL BE FABRICATED OF TYPE 316 STAINLESS STEEL WITH A BOTTOM DIAPHRAGM 2-5/8" DIAMETER OF HEAVY-DUTY, LIMP, FOUL -FREE, MOLDED TEFLON (TM) BONDED TO A SYNTHETIC RUBBER BACK/SEAL A HYDRAULIC FILL LIQUID BEHIND THE DIAPHRAGM SHALL TRANSMIT THE SENSED PRESSURE TO A SOLID-STATE VARIABLE -CAPACITANCE TRANSDUCER ELEMENT TO CONVERT THE SENSED PRESSURE TO A CORRESPONDING ELECTRICAL VALUE THE SENSED MEDIA SHALL EXERT ITS PRESSURE AGAINST THE DIAPHRAGM WHICH FLEXES MINUTELY SO AS TO VARY THE PROXIMITY BETWEEN AN INTERNAL CERAMIC DIAPHRAGM AND A CERAMIC SUBSTRATE TO VARY THE CAPACITANCE OF AN ELECTRICAL FIELD CREATED BETWEEN THE TWO SURFACES. A STABLE, HYBRID, OPERATIONAL AMPLIFIER ASSEMBLY SHALL BE INCORPORATED IN THE TRANSDUCER TO EXCITE AND DEMODULATE THE SENSING MECHANISM. THE TRANSDUCER SHALL INCORPORATE LASER -TRIMMED, TEMPERATURE COMPENSATED, HIGH QUALITY COMPONENTS AND CONSTRUCTION TO PROVIDE A PRECISE, RELIABLE, STABLE OUTPUT SIGNAL DIRECTLY PROPORTIONAL TO THE SENSED PRESSURE OVER A FACTORY -CALIBRATED RANGE. THE TRANSDUCER ELEMENT SHALL INCORPORATE HIGH OVER -PRESSURE PROTECTION AND BE DESIGNED TO WITHSTAND INTERMITTENT OVERPRESSURES FIVE TIMES THE FULL SCALE RANGE BEING SENSED*. METALLIC DIAPHRAGMS SHALL NOT BE ACCEPTABLE IN THAT THEY ARE SUBJECT TO DAMAGE OR DISTORTION. SENSING PRINCIPLES EMPLOYING LVDTS, RESISTIVE OR PNEUMATIC ELEMENTS SHALL NOT BE ACCEPTABLE. THE TRANSDUCER/TRANSMITTER SHALL INCLUDE EASILY ACCESSIBLE OFFSET AND SPAN ADJUSTMENTS IN THE UPPER ASSEMBLY. SPAN SHALL BE ADJUSTABLE FROM 100% DOWN TO 15% OF THE SENSOR RANGE. FINE AND COARSE ADJUSTMENTS FOR BOTH SPAN AND OFFSET SHALL BE PROVIDED, USING 25-TURN POTENTIOMETER. OFFSET AND SPAN ADJUSTMENTS SHALL BE NON -INTERACTIVE, FOR EASE OF CALIBRATION. THE INTERNAL PRESSURE OF THE LOWER TRANSDUCER ASSEMBLY SHALL SE RELIEVED TO ATMOSPHERIC PRESSURE THROUGH A HEAVY-DUTY URETHANE JACKETED HOSE/CABLE ASSEMBLY AND A SLACK PVC BELLOWS MOUNTED IN THE NEMA 4X VENTED FIBERGLASS UPPER ASSEMBLY. THE SEALED BREATHER SYSTEM SHALL COMPENSATE FOR VARIATIONS IN BAROMETRIC PRESSURE AND EXPANSION AND CONTRACTION OF AIR DUE TO TEMPERATURE CHANGES AND ALTITUDE AS WELL AS PREVENT FOULING FROM MOISTURE AND OTHER CORROSIVE ELEMENTS. THE TRANSDUCER ASSEMBLY SHALL BE INSTALLED WHERE DIRECTED BY THE ENGINEER AND CONNECTED NTH OTHER SYSTEM ELEMENTS AND PLACED IN SUCCESSFUL OPERATION. IT SHALL BE PROVIDED NTH INPUT POWER AND OUTPUT SIGNAL TRANSIENT PROTECTION, ASSOCIATED CONTROL ELEMENTS AS SPECIFIED HEREIN AND IN ACCORDANCE NTH MANUFACTURER'S INSTRUCTIONS. 14. MOUNTING ME11-100 CABLE SUSPENSION MOUNTING KIT THE SENSOR SMALL BE SUSPENSION -MOUNTED USING A CONSOLIDATED ELECTRIC COMPANY CABLE SUSPENSION MOUNTING KIT OR EQUIVALENT, CONSISTING OF A 2' LONG 1-INCH NPT TYPE 316 SS PIPE NTH COUPLING, BOLT, CABLE CLAMPS AND HARDWARE ALONG NTH THE REQUIRED LENGTH OF 1/8 INCH DIAMETER 7 X 19 SS CABLE. 15. INTRINSICALLY -SAFE WRING BARRIER PROVIDE AN INTRINSICALLY SAFE BARRIER TO RENDER THE LEVEL SENSING TRANSDUCER SUITABLE FOR USE IN CLASS 1, DIVISION i GROUPS A. B. C, AND D, CLASS 2, DIVISION 1, GROUPS E. F, AND G, AND CLASS 3, DIVISION 1 HAZARDOUS LOCATIONS. 16. MANUAL TRANSFER SWITCH (SELECT EITHER A) OR 9). THE CONTROL PANEL SHALL INCLUDE A MANUAL TRANSFER SWITCH THE TRANSFER SWITCH SHALL ALLOW THE CONTROL PANEL TO BE POWERED BY EITHER COMMERCIAL POWER OR THE PORTABLE EMERGENCY POWER GENERATOR. THE MANUAL TRANSFER SWITCH SHALL BE OPERABLE FROM THE CONTROL PANEL INNER DOOR. THE TRANSFER SWITCH SHALL BE PADLOCKABLE IN EITHER THE "COMMERCIAL POWER" OR "EMERGENCY POWER" MOUE, THE COMMERCIAL POWER INPUT TO THE MANUAL TRANSFER SWITCH SHALL BE U.L. SERVICE ENTRANCE RATTED. THE TRANSFER SWITCH SHALL PROVIDE AN INCOMING POWER DISCONNECT MEANS AND SHORT CIRCUIT/OVERCURRENT PROTECTION FOR THE CONTROL PANEL EQUIPMENT. THE GENERATOR RECEPTACLE SHALL BE MANUFACTURED BY -__, MODEL NO. ___.., RATED AT AMPERES. IT SHALL BE WEATHERPROOF AND MOUNTED ON THE SIDE OF THE ENCLOSURE BY THE PANEL MANUFACTURER. 17. OVER -TEMPERATURE PUMP PROTECTION OVER -TEMPERATURE PROTECTION SHALL BE PROVIDED IN THE CONTROL PANEL TO OPERATE IN CONJUNCTION NTH THE OVER -TEMPERATURE SWITCH IN EACH PUMP MOTOR. THE CONTROL SHALL PROVIDE PUMP LOCKOUT OF OPERATION UPON OCCURRENCE OF HIGH TEMPERATURE THE CIRCUITRY SHALL ALSO INCLUDE A YELLOW FAILURE INDICATING LIGHT AND RESET PUSHBUTTON ON THE INNER PANEL, FOR EACH PUMP FOR Al ARM INDICATION AND MANUAL RESET CAPABILITY. 18. PUMP SEAL FAILURE ALARM A DOOR MOUNTED PILOT LIGHT AND SEAL LEAKAGE SEN90R SHALL BE PROVIDED TO INLXCATE PUMP %AL FAILURE ALARM CONDITION OF EACH SEWAGE PUMP 19. SHOP DRAWINGS. A COMPLETE SET OF DRAWINGS SHALL BE SUPPLIED T/O,�yNyS�URE SUCCESSFUL INSTALLATION AND OPCRARON Of THE CONTROL SYSTEM. THE SHOP DRANIWS SHALL CONSIST OF ALL OF THE FOLLOWING A SUFFICIENT DETAIL TO EVALUATE COMPLIANCE NTH THESE SPECIFCATION9. B. A DETAILED COMPONENT LIST MCLUONN3 MANUFACTURER AND CATALOG NUMBER C A CUSTOM WRING DIAGRAM FOR THIS SPECIFIC IPPti1CA11011 TO FAIMI ITY AND 008M ACOAAR FIE:- CONNECTIONS TO THE CONTROL PANEL BY ELICNIwCA! INSTALLAIIIIIIIIIII1 Pff40110L. D. A DESCRIPTION OF OPERATION FOR THE CONTROL. SYSTEM E. AN ENCLOSURE DIMENSION PRINT. 20 FIELD SUSPEWSON, THE SERVICES OF A FACTORY TRAINED, OUA IFM:D RLPNMIENTAAVE SMALL BE PROYMTED TO SMUT THK COMPLETED INSTALLATION, MAKE AL ADJUSTMENTS NECESSARY TO PLACE THE SYSTEM N 10ftw-FRU OPERATION AND INSTRUCT THE OPERATING PERSONNEL N THE PROPER CARE AND OPMA74M OF THE EQUPMENT. 21 11ETWE L AETW ELL MANHOLE 94ALL BE CONSTRUCTED N ACCORDAIN E NTH A$Al C 478. PR1LCA5T Cmmw SNAMLL BE CLASS AX DROP RUNG MANHOLE SLEDS SHALL BE P GALVANIZED DEFORMED REItIIR. THE 11AN" E SMALL HAVE A 1:1 HOPPER 80TTON ATTA04M 10 THE MANHOLE NM REINFORCING BARS MANHOLE PENETRRA11pNR FOR PVC PIPE SHALL HAVE ASBESTOS CEEET MANHOLE ADAPIERS. 22 VALVE VAULT VALVE VAULT MANHOLE SHALL BE CONSTRUCTED N ACCORDANCE NTH A311M C 473 PRECAST CO NCWW SHAD. BE CLASS AX 23.. FORCEMAIIN FORCEMIAIN SHALL 13E 4" DIAMETER AWWA CI00 200 PSI PVC. 24 VALVES ECCENTRIC PLUG VALVES SHALL BE 4" AND CAPABLE OF PASSING A 3" SOLID, OEAMIK OR APPROVED EQUIVALENT BALL CHECK VALVES SHALL BALL TYPE AS MANUFACTURED BY FLYGT. 25. WET WELL PAINT INTERIOR OF WET WELL AND VALVE VAULT IN PLACE. PROVIDE A SMOOTH, CONTINUOUS PN-HOLE FREE SURFACE. INTERIOR SHALL BE PREPARED ACCORDING TO SSPC-SP-7. LIGHT BLUE, AND HAVE 2 COATS AT A MAXIMUM OF 150 S.F./GAL OF TNEWC SERVES 69 HIGH SOLIDS EPDXOLINE M (HIGH SOLIDS EPDXY). WAIT 18 HOURS BETWEEN COATS AT W DEGREES f. SUBSTRATE TEMPERATURE. PAINT EXTERIOR OF WET WELL AND VALVE VAULT PRIOR TO DELIVERY. BRUSH BLAST THE EXTERIOR AND APPLY 2 COATS OF TNEMEC SERIES 69 HI -BUILD EPDXOU14E A (HIGH SOLIDS EPDXY) AT 150 SF./GAL. WAIT 18 HOURS BETWEEN COATS AT 60 DEGREES F. SUBSTRATE TEMPERATURE. PAINT ALL WETWELL AND VALVE VAULT PIPING AND VALVES NTH TWO COATS OF LIGHT BLUE TMEMEC SERIES 161 TNEMEC-FASCURE. 26- DETECTABLE MARKING TAPE DETECTABLE MARKING TAPE SHALL BE INSTALLED OVER ALL NONMETALLIC SEWER LINES INCLUDING SIDE SEWERS. THE TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT ABOVE THE TOP OF THE LINE AND SHALL EXTEND FULL LENGTH. DETECTABLE MARKING TAPE SHALL MEET THE REQUIREMENTS OF SECTION 9-15.18. 27. ROAD RESTORATION IS ADDED AS FOLLOWS: ALL ROAD SURFACES THAT ARE DAMAGED DURING CONSTRUCTION OF THIS PROJECT SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE TO A CONDITION EQUAL TO THAT WHICH EXISTED BEFORE STARTING THE WORK, TO THE SATISFACTION OF THE OWNER. EXPIRES 6/18/ T W. Leonard, Bo u d i n of & S k o d i e Inc. SHEET DESCRIPTION DRAWN BY. N/D L� PROJECT SOUTH HARBOR PARK SPEC.2.DWa RAWING PROFESSIONAL ENGINEERS & LAND SURVEYORS SEINER PUMP STATION DESIGNED BY' HAF/DEL ��p ,NOB No. Aj 603 South. Fi-st Street; P.0 Box 1228 CHECKED BY: JEL FOR �� Mount Vernon, WA 98273 SPECIFICA110NS FIELD BOOK/PAGE: r�,Jl-1T ANACORTES SHEET I L Tel: 360-336-5751 Fax: 360-336-398' � OE A -- DATE: MARCH IBIS CO of I SERACE AND PUMP CONTROLS TO BE LOCATED IN UTILITY ROOM OF THE PARK BUILDING SEE BUILDING PLANS I I I I I I SPUOPPPLLY I i I I I i I I I III I III I I LJ J-BOX LOCATED IN HANDHOLE WITH COVER 4' GALVANIZED STEEL VENT PIPE WITH STAINLESS STEEL SCREENED OPENING WATERTIGHT FLYGHT ALUMINUM HINGED DOOR FOR VALVE BOX AND WETVCLL, VALVE BOX WET WELL I 30'x 4Y 66°x 48° ( CONTROL POINT) ANCHOR 10' STRAPS COVER VAULT _776LA WITH 332A\L TOP 1&0 EXIST. GROUND LIFTING CHAIN Off ° 6MLI Q f CHANNEL 4 WATERTIGHT SEAL 4" PVC C900 CLASS \ ° ° 8O TO EX. MH 6' 4' 90' FLxFL Irk I Irk 4114 44 - -- O O so f ° 1. L 6' SEWER TO PARK BLDG. IE jr=10.0 a )F WET.0 45 6 12" J SEALED MERCURY SWITCHR DUPLEX FLYGHT PUMPS - (EXPLOSION PROOF) WATEMUft S _� \ PIPE STAND GRINNELL N0. 264 CHECK VALVE ' BALL TYPE, FLYFGT 4° CI, D1, OR 6" GA STEEL VALVE CHAMBER FiA's TRAP. 0. I ON in OUTLET TO WET VIELL. .J U- 4° CLASS 53 ALARM LEVEL DUCTILE IRON PIPE ELEV.= 4.00 o 2" STAINLESS STEEL TURN ON TWO PUMPS d \ GUIDE PIPE ELEV = 3.50 TURN ON ONE PUMP c� TYPE 3 GUIDE RAILS ELEV.= 3.00 �y MANHOLE TURN OFF LEVEL 'L FILLET BOTTOM OF PUMP ° ELEV.= 1.0 STATION WITH CONCRETE AT Al tf� 1:1, 1 FT. HIGH ° I 4"-6" OF GRAVEL BASE 3/4" ANCHOR BOLTS - 0 000 000 p0 pp0 pp0 p0 YDRAUUCALLY SEALED Op V n p V r 0 v 0 OQ p 0 OO p 0 OO p 2' OF QUARRY SPALLS DISCHARGE FLANGE OpppOOpp00pp0 p0O00 0 ELEVATION BASEPLATE LEWUNG BOLT AND LOCKNUT REINFORCE GROUND UNDER WET WELL WITH 4"-6" OF COMPACTED GRAVEL BASE OVER 2' OF MECHANICALLY COMPACTED QUARRY SPALLS. BACKFILL AROUND WET WELL AND VALVE VAULT STRUCTURES WITH COMPACTED GRAVEL BASE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR AND MATERIALS NECESSARY TO CONTROL GROUND WATER DURING PUMP STATION INSTALLATION, PUMP STATION Leonard, Boudinot & Skodie Inc. A APROFESSIONAL ENGINEERS & LAND SURVEYORS �7m 603 South First Street; P.C. Box 1228 Mount Vernon, WA 98273 Tel: 360-336-5751 Fox. 360-336-3981 NO SCALE UTILITY VAULT SHEET DESCRIPWN DUPLEX SUBMERSIBLE PUMP SEWER LIFT STATION 3t,ALC: AS N07M DRAWN BY.• om/ow DESIGNED BY. JEL CHECKED BY. JEL FIELD BOOK/PAGE DATE.• MARCH IM NG OPENING SIZE REMENTS FOR PRE SUMP COVER 96° DIA. PRECAST rATM! PAWN SASE Q01CYTr- i0 1n1L�JDE A siN(��t PJ++�P• GoN_T0.RWroR To INGLJO� A sEcoNo P�mP,tactvvaac� vRwES, qg RN OQT�oNA: �� %Te-r^ • Gt"kf4GcS REmAtK) RS SHowN. 4°X4"X4" TEE FL X FL PROJECT SOUTH HARI90R PARK FOR • OR ANACORTES DRAWING NO. PTS& Dw JOB A10. 0057 SHEET 7 OF 10 LEGEND _SYMBOL _ COMPONENT H POINT OF CONNECTION SEE DETAIL "A" OVALVE ® RAINBIRD TURFBIRD - 2.0 NOZ ® RAINBIRD QUICKCOUPLER ® IN FREEZE -PROOF HYDRANT: CLAYTON MARK 2' BURY -—�--a- SILT FENCE m- 2400-TF R50-C-2.0 33 DRC 54512 LIMITS OF WORK ---i► 2' SCH 40 MAIN- CAP AND INSTALL RAINBR ID 33 DRC QUICK COUPLER ®/ AND 3/4" BRASS DRAIN VALVE IN AMETEK 12' VALVE BOX. PROVIDE: 8 STRANDS ADDITIONAL I � CONTROL WIRE FROM TIMECLOCK TO END OF MAINLINE WITHIN QUICK COUPLER BOX. Fx _x _x _x . -max 1 x x x ( I I xI x 1 1 I x \ \ x I x � 1�, y if tip.+x xIj HONEYWELL TIMECLOCK I 1 1/2" ISOLATION METER 12—STATION I FOR IRRIGATION SERVICE - IN MECHANICAL r ROUTE SCHEDULE 40 PVC ROM - COORDINATE I v� MECHANICAL MECHANICALROOM 1 W-N ELECTRICAL AND i POTABLE _- / WATER SERVICE LINE DI WATER MECHANICAL TRADES / - c` 2' �- MECHANICAL 1 3/4" HOSE 918 p 1" ROOM 2' RRIG \ FROST -FREE TYPE ,• 3/4• 4' PVC SLEEVE 1 • ' DETAIL "A" 4" PVC SLEEVES 2' IRRIG."� 1 1 /4" --�� n • n o a° • a AND REDUCER 1• 4' PVC SLEEVE 2" SCH. 40 MAIN 4 AN -1 1/4' 2 1/4' C_� 2 1 1/4" a - 3 0 o 1" 4 EVE' 1 1 4' \1 1/4' _°-�0 �- O—cr—°—❑ • a JIM \1 i 1 4 PVC i/ �� ORDINARY HIGH WATER LINE J ,• \\\, 1/4- 4" PVC SLEEVE r 1" �A WATEePecoF� W1tZi✓ CI�Nt�ECTOR PVC MAINLINE ELEC.1EuoTE- / \' COhJT;ZOL VAWE SHOWN 0O FLI" 1 ELECTRIC VALVE DETAIL NO erg 10' VALVE P50X yJ/Loc.K um MAIZK.ED 12S 641OKi 8" HONEYWELL CONTQOL VAI-VE! T TIMECLOCK FIN1 .44 CaR�DE WATTS oos (E) / 2" REDUCED PRESSURE II ® BACKFLOW PREVENTER 21-3/8 x 5-1/4 -t ;GATE 2" UNION 2" BRASS VALVES l LATERAL. PIF1 PEA CaZ, F-L N 2" 2' SON 40 MAIN - CAP AND INSTALL RAINBIRD 33 DRC, QUICK COUPLER AND 3/4" BRASS DRAIN IN AMETEK If VALVE BOX. PROVIDE 8 STRANDS ADENT04AL CONTROL WIRE FROM TIMECLOCK TO END OF MAINLINE WITHIN QUIC KCOUPL ER BOX, LIMITS OF WORK Leonard, Boudinot & Skodle Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS �1 603 South First Street; P.O. Box 1228 Vernon, WA913273 Tel: a360-336-5751 Fox: 36C'•-336-34"7 SHEET DESCRIPTION IRRIGATION PLAN SCALE 10, - 2e DRAWN BY. DEl/D8S DESIGNED BY. H*fD- CHECKED Br. JEL FIELD &WIPAGE.' DATE. MARK" 1995 PROJECT SOUTH HER PARK FOR A�� T > al/'iC S DRA /NG W. 9l v~ 9B w 95037 Of 1 D _ — A IRRIGATION SYSTEM THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: 1. FURNISHING AND INSTALLING SPRINKLER SYSTEM AS DESCRIBED IN CONTRACT DOCUMENTS COMPLETE WITH ACCESSORIES NECESSARY FOR PROPER FUNCTION. 2. PREPARE SAS BUILT PLANS' DENOTING LOCATION OF EACH CONTROLLER AND AREA SERVED BY SAME, LOCATION OF BACKFLOW PREVENTORS, MAINLINE, AUTOMATIC VALVES, AND DRAIN VALVES, 3. QUALITY ASSURANCE: THIS SECTION REFERENCES THE LATEST REVISION OF THE FOLLOWING DOCUMENTS AND ALL OTHER APPLICABLE STATE AND LOCAL LAWS. THEY ARE A PART OF THIS SECTION AS SPECIFIED AND MODIFIED. IN CASE OF A CONFLICT BETWEEN THE REQUIREMENTS OF THIS SECTION AND THOSE OF THE LISTED DOCUMENTS, THE REQUIREMENTS OF THIS SECTION SHALL PREVAIL NOTHING IN THE CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WADFRK NOT CONFORMING TO THESE CODES. 4, REFERENCE ASTM A120, ASTM B3, ASTM D1784, ASTM D1785, ASTM D2241, ASTM D2467, ASTM D2672 5. PRE -CONSTRUCTION CONFERENCE: MEET WITH OWNER AND ENGINEER TO DISCUSS AND CLARIFY ALL ASPECTS OF JOB REQUIREMENTS PRIOR TO COMMENCING WORK OF THIS SECTION. MINOR ADJUSTMENTS IN SYSTEM WILL BE PERMITTED TO AVOID EXISTING FIXED OBSTRUCTIONS. LOCATE AND AVOID ALL UNDERGROUND UTILITIES. 6. LAYOUT OF IRRIGATION HEADS: LOCATION OF HEADS SHOINN ON DRAWINGS IS APPROXIMATE. ACTUAL PLACEMENT MAY VARY SLIGHTLY AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE 1WTHOUT SPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC. DURING LAYOUT, CONSULT WITH ENGINEER TO VERIFY PROPER PLACEMENT AND MAKE RECOMMENDATIONS WHERE REVISIONS ARE ADVISABLE. ARRANGE VALVE STATIONS TO OPERATE IN AN EASY -TO -VIEW PROGRESSIVE SEQUENCE AROUND BUILDING. ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED AND MEETING THE REQUIREMENTS OF THE SYSTEM. GENERAL COMPLY WITH QUALITY ASSURANCE PROVISIONS, SPECIFICATIONS, AND MANUFACTURER'S DATA. WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN,. 7, PIPE, PIPE FITTINGS, AND CONNECTIONS PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, SIZE, SCHEDULE, TYPE, AND WORKING PRESSURE. PIPE SIZES SHOWN ON DRAWING ARE MINIMUM. LARGER SIZES MAY BE SUBSTITUTED WITHOUT ADDITIONAL COST TO OWNER. PIPE: PRESSURE LINES -SCHEDULE 40 PVC. LATERAL LINES - CLASS 200 PVC. FITTINGS: SCHEDULE 40 PVC. SLEEVES: SCHEDULE 40 PVC, SOLVENT WELD CONNECTED. 8. SPRINKLER BEADS CONFORM TO REQUIREMENTS SHOWN ON DRAWINGS AS TO TYPE, SIZE, RADIUS OF THROW, PRESSURE, AND DISCHARGE. EACH TYPE OF HEAD SHALL BE PRODUCT OF SINGLE MANUFACTURER. 9. SPRINKLER RISERS ROTOR POP-UP OR QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER ASSEMBLY (THREE ELL SWING JOINT ASSEMBLY) UNLESS DETAILED OTHERWISE ON DRAWINGS. THESE SWING JOINT FITTINGS SHALL BE OF SCHEDULE 40 PVC MARLEX STREET ELLS AND SCHEDULE 80 PVC THREADED NIPPLES, UNLESS DESIGNATED ON DRAWINGS. HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE SHALL BE 8 INCHES LONG MINIMUM. ALL OTHER NIPPLES ON SWING JOINT RISER SHALL BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF SPRINKLER HEADS. 10. ELECTRICAL CONTROL VALVES SHALL BE OF SIZE AND TYPE INDICATED ON DRAWINGS, CONTROL WIRE SHALL BE OF-UL LISTED, COLOR CODED COPPER CONDUCTOR DIRECT BURIAL SIZE 14 GA COPPER CONDUCTOR SHALL MEET OR EXCEED ASTM 83. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET, WHERE CONTROL WIRE LEAVES MAIN OR LATERAL LINE, ENCLOSE IT IN CLASS 200 PVC CONDUIT. USE 3M DBY WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATED ALL SPLICED WITHIN VALVE BOXES. USE WHITE FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. EACH COMMON WIRE MAY SERVE ONLY ONE CONTROLLER. ADD ONE EXTRA CONTROL WARE FROM PANEL TO VALVES FOR USE IF A WARE FAILS AND MARK IT IN THE CONTROL BOX AS A SPARE WIRE. THIS WARE SHALL BE A DIFFERENT COLOR THAN ALL OTHER TIRES. 11. VALVES ELECTRIC VALVES MAKE AND MODEL SHOWN ON DRAWINGS. GATE VALVES --BRASS CONSTRUCTION, ANGLE TYPE, 150 POUND CLASS, THREADED CONNECTIONS WITH CROSS -TYPE HANDLE DESIGNED TO RECEIVE OPERATOR KEY. BACKFLOW PREVENTOR--MAKE AND MODEL SHOWN ON DRAWINGS OR AS REQUIRED BY LOCAL CODE. AUTOMATIC CONTROLLER --MAKE AND MODEL SHOWN ON DRAWINGS. PRESSURE REDUCING VALVE --MAKE AND MODEL SHOWN ON DRAWINGS. SHUT OFF VALVE --MAKE AND MODEL SHOWN ON DRAWINGS. 12. VALVE ACCESSORIES VALVE BOXES --AMETEK RECTANGULAR HEAVY-DUTY VALVE BOX OATH LOCKING LID OR ENGINEER APPROVED EQUAL. DO NOT INSTALL MORE THAN TWO VALVES IN A SINGLE BOX. VALVE BOXES SHALL BE LARGE ENOUGH FOR EASY REMOVAL OR MAINTENANCE OF VALVE. ALL VALVES SHALL BE INSTALLED $0 THAT THEY HAVE A TWO- INCH AIR SPACE BELOW THE VALVE AND SUBGRADE. ALL AUTOMATIC VALVES, SHUTOFF VALVES, AND BACKFLOW PREVENTOR SHALL BE ENCLOSED IN A VALVE BOX (AMETEK OR APPROVED EQUAL) OATH SNAP LOCK COVER. 13. BACKFILL MATERIALS SAND --FINE GRANULAR MATERIAL NATURALLY PRODUCED BY ROCK DISINTEGRATION AND FREE FROM ORGANIC MATERIAL, MICA, LOAM, CLAY, AND OTHER DELETERIOUS SUBSTANCES. NATIVE MATERIAL --SOIL NATIVE TO PROJECT SITE FREE OF WOOD AND DELETERIOUS MATERIALS AND ROCKS OVER 1 ? INCHES. TOPSOIL --EXISTING IN -PLACE TOPSOIL MATERIAL. REMOVE ALL ROCKS, ROOTS, STICKS, CLODS, DEBRIS, AND OTHER FOREIGN MATERIAL OVER 1 ? INCHES LONGEST DIMENSION ENCOUNTERED DURING TRENCHING. 13, OTHER MATERIALS RECOMMENDED BY MANUFACTURER AND SUBJECT TO ENGINEER'S REVIEW AND ACCEPTANCE, PROVIDE ALL MATERIALS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. 14. SITE CONDITIONS VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. ? VERIFY EXACT LOCATION OF WATER SOURCE ? VERIFY EXACT LOCATION OF AUTOMATIC CONTROLLER. ? VERIFY STATIC PRESSURE AT POINT OF CONNECTION. ? VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. 15. PROTECTION WORK OF OTHERS DAMAGED BY THIS SECTION DURING THE COURSE OF ITS EXECUTION SHALL BE REPLACED OR REPAIRED BY ORIGINAL INSTALLER AT THE EXPENSE OF THE INSTALLER OF THIS SECTION. I& DISCREPANCIES IN PLANS REPORT TO ENGINEER ANY DEVIATIONS BETWEEN IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF EQUIPMENT WALL RESULT IN REPLACING AND RELOCATING EQUIPMENT AT THE CONTRACTOR'S EXPENSE. ifii�r�'31471�Zi; AI;R•_Ct� THE SYSTEM SHALL BE DESIGNED TO PROVIDE FULL COVERAGE ON ALL AREAS LESS SHRUB AND TREE INTERFERENCE. IT IS ANTICIPATED THAT THE CONTRACTOR WILL EXERCISE PROFESSIONAL JUDGEMENT IN LOCATION, HEIGHT, AND SLOPE OF SPRINKLER HEADS. INSTALL PLASTIC PIPE IN A MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY MANUFACTURER. UNLESS OTHERWISE INDICATED ON DRAWINGS, INSTALL MAIN LINES AND LATERAL LINES CONNECTING ROTOR POPUP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON FINISH GRADE. INSTALL REMAINING LATERAL LINES OATH MINIMUM OF 18 INCHES OF COVER BASED ON FINISH GRADE. INSTALL PIPE AND WARES UNDER DRIVEWAYS, SIDEWALKS, OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES MINIMUM BELOW FINISH GRADE OR AS SHOWN ON DRAWINGS. LOCATE NO SPRINKLER HEAD CLOSER THAN 12 INCHES FROM BUILDING FOUNDATIONS. HEADS IMMEDIATELY ADJACENT TO WALKS OR CURBS SHALL BE ONE INCH BELOW TOP OF WALK OR CURB AND AT A DISTANCE OF TWO INCHES OUT FROM EDGE. DRAWING SHOWS ARRANGEMENT O PIPING. SHOULD LOCAL CONDITIONS NECESSITATE REARRANGEMENT, OBTAIN APPROVAL FROM ARCHITECT BEFORE PROCEEDING WITH WORK. 18. JOINING ALL THREADED JOINTS SHALL BE SEALED WITH TEFLON TAPE OR RECTORSEAL HEAVY DUTY #100 VIRGIN TEFLON THREAD SEALING PASTE ONLY. TAKE CARE NOT TO OVERTIGHTEN METAL PIPE TO PVC FITTINGS. KEEP INTERIOR OF PIPES CLEAN AND FREE FROM DIRT, DEBRIS, EXCESSIVE PRIMER AND SOLVENT, PIPE CUTTINGS OR BURRS AND REAM TO FULL DIAMETER. WHERE PIPE LAYING IS NOT IN PROGRESS, CLOSE ENDS OF PIPES. MAKE SOLVENT WELD JOINTS IN THE FOLLOWING MANNER: ONLY FACTORY THREADED SCHEDULE 80 PIPE MAY BE CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTOR. STREET ELLS PERMITTED ONLY WHERE INDICATED, MARLEX SCHEDULE 40 HIGH DENSITY POLYETHYLENE. USE TWO STEP SOLVENT WELD) AS PER MANUFACTURER'S INSTRUCTIONS ON ALL PIPE JOINTS. DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING AN OBSTRUCTION TO FORM ON INSIDE OF PIPE. ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE. TAPE THREADED CONNECTIONS WITH TEFLON TAPE. GALVANIZED PIPE AND FITTING TREATMENT: BELOW GRADE SECTIONS, INCLUDING PORTIONS OF ALL GALVANIZED NIPPLES, TO BE PAINTED WITH AT LEAST ONE COAT OF AMERICAN TAR COMPANY "CARBON ELASTIC PAINT /2221' OR AN APPROVED EQUAL TO PREVENT ACID CORROSION, IF PAINTING IS DONE BEFORE ASSEMBLY, TOUCH UP COATING AFTER ASSEMBLY. DO NOT PAINT ABOVE GROUND PORTIONS. GENERAL INSTALL IN ACCORDANCE WITH 'QUALITY ASSURANCE' PROVISIONS, SPECIFICATIONS, AND MANUFACTURER'S INSTRUCTIONS. WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN. PROVIDE SUFFICIENT CLEARANCE FOR MATERIALS REQUIRING MAINTENANCE. 19, TRENCHING AND BACKFILLING EXCAVATE TO AN 18-INCH MINIMUM DEPTH BELOW FINISH GRADE FOR PRESSURE LINES AND AN 18 INCH MINIMUM DEPTH FOR ALL LATERALS. PROVIDE VERTICALLY SIDED TRENCHES IN NECESSARY WIDTHS. REMOVE MATERIALS UNSUITABLE FOR PIPE BEDDING TO 4 INCHES BELOW TRENCH BOTTOM. REPLACE WITH SUITABLE BEDDING MATERIAL AS DIRECTED BY ENGINEER. SUITABLE BEDDING MATERIAL SHALL BE FREE FROM MATERIAL WHICH MIGHT DAMAGE PIPE (I.E ROOTS, STICKS, ROCKS, DEBRIS, OR OTHER SHARP OBJECTS). COVER PIPE BOTH TOP AND SIDES WITH 4 INCHES OF BACKFILL MATERIAL SPECIFIED. IN NO CASE SHALL THERE BE LESS THAN 4 INCHES OF ROCK -FREE SOIL OR SAND SURROUNDING PIPE. DO NOT COVER PRESSURE MAIN, SPRINKLER PIPE, OR FITTINGS UNTIL ENGINEER HAS INSPECTED AND APPROVED SYSTEM. AFTER APPROVAL COVER ALL BUT VALVE BOXES. LOCATE TRENCHES OUTSIDE PAVED AREAS WHEREVER POSSIBLE. EXERCISE CARE WHEN EXCAVATING NEAR EXISTING TREES. WHERE ROOTS TWO INCHES AND GREATER IN DIAMETER ARE ENCOUNTERED, EXCEPT IN DIRECT PATH OF PIPE, HAND EXCAVATE AND TUNNEL. WHEN LARGE ROOTS ARE EXPOSED, WRAP WITH HEAVY BURLAP FOR PROTECTION AND KEEP BURLAP CONSTANTLY MOST TO PREVENT EXCESSIVE DRYING. ALL ROOTS DAMAGED FROM TRENCHING SHALL BE HAND TRIMMED TO A NEAT AND CLEAN CUT. EXPOSED TREE ROOTS SHALL BE BACKFILLED WITH SOIL WITHIN 24 HOURS UNLESS ADEQUATELY PROTECTED BY MOIST BURLAP OR CANVAS. PIPE SLEEVES UNDER PAVING SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 24 INCHES BELOW FINISH GRADE AND EXTEND A MINIMUM OF SIX INCHES PAST PAVING EDGE. SACKFILL WHEN PVC PIPE IS NOT IN THE EXPANDED CONDITION DUE TO HEAT OR PRESSURE. COOLING OF THE PIPE CAN BE ACCOMPLISHED BY OPERATING THE SYSTEM A SHORT TIME BEFORE BACKFILLING OR BACKFILLING IN THE EARLY PART OF THE MORNING, BEFORE THE HEAT OF THE DAY. IN BACKFILLING THE TRENCHES. THE FILL USED AROUND THE PIPE AND FITTINGS SHALL BE FREE OF ROCKS OVER ONE INCH IN DIAMETER, STICKS, AND BUILDING DEBRIS. THE REMAINDER OF THE BACKFILL CAN CONTAIN LUMPS OR ROCKS BUT NOT MORE THAN 1? INCHES IN DIAMETER. TRENCHES TO BE THOROUGHLY WATER SETTLED. NO SLUICING SHALL BE PERMITTED. BACKFILL TRENCHES FLUSH WITH SURROUNDING GRADE, RAKE, AND ROLL AS NECESSARY TO ACHIEVE A UNIFORM FINISH GRADE, TRENCHES/TUNNELS UNDER PAVED AREAS SHALL BE BACKFILLED AND TAMPED WITH A MECHANICAL TAMPER IN SUCCESSIVE SIX INCH MAXIMUM LIFTS. DO NOT USE WEIGHTED EQUIPMENT TIRES TO COMPACT SOIL OVER PIPES. 20. GRADES AND DRAINING IN AREAS WHERE FREEZING MAY OCCUR, GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED. SLOPE PIPE TO DRAIN THROUGH CONTROL VALVES. WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO A MINIMUM NUMBER OF LOW POINTS. AT THESE LOW POINTS INSTALL INCH BRASS BALL VALVE WITH CROSS —STYLE TOP. INSTALL 2 INCH CLASS 160 PIPE OVER TOP OF MANUAL DRAIN AND CUT AT FINISH GRADE. PROVIDE RUBBER VALVE CAP MARKER. PROVIDE ONE CUBIC FOOT GRAVEL SUMP AT OUTLET OF EACH MANUAL DRAIN. DO NOT USE AUTOMATIC DRAIN VALVES. SLOPE PIPE UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE AREAS. PROVIDE AND INSTALL QUICK —COUPLING VALVE OR VALVES IN LOCATION FOR EASY BLOWOUT OF ENTIRE SYSTEM. 21 WIRING WIRING BETWEEN AUTOMATIC CONTROLLER AND AUTOMATIC CONTROL VALVES: COMPLY WITH NATIONAL ELECTRICAL CODE, LATEST EDITION. PROVIDE A COMMON NEUTRAL (WHITE) AND SEPARATE CONTROL CONDUCTOR (BLACK) FOR EACH VALVE. ALL VOLTAGE WORK ABOVE 24 VOLT 'LOW VOLTAGE' SHAI.L BE DONE BY A LICENSED ELECTRICIAN. WEN MORE THAN ONE CONTROLLER IS REQUIRED, PROVIDE A SEPARATE COMMON NEUTRAL FOR EACH CONTROLLER AND AUTOMATIC VALVE CONTROLLED. SPLICED PERMITTED ONLY AT VALVE BOXES, OR AT CONTROL EQUIPMENT. LEAVE A MINIMUM OF TWO FEET OF EXCESS CONDUCTOR AT ALL SPLICED, TERMINAL AND CONTROL VALVES TO FACILITATE INSPECTION AND FUTURE SPLICING. ENCAPSULATE ALL SPLICES WITH APPROVED SEALANTS. TAPE CONTROL WIRES TOGETHER AT FIVE FOOT INTERVALS WITH ELECTRICAL TAPE. TAPE BUNDLES TO BOTTOM OF MAIN SUPPLY LINE AT 10 FOOT INTERVALS. TIE A LOOSE 18 INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 DEGREES. UNTIE ALL LOOPS AFTER CONNECTIONS HAVE BEEN MADE. RUN ONE UNCONNECTED CONTINUOUS SPARE WIRE THROUGH EACH INTERMEDIATE VALVE BOX BETWEEN CONTROLLER AND FURTHEST AUTOMATIC CONTROL VALVE. 22. SPRINKLER HEADS PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES AND USE FULL HEAD OF WATER TO FLUSH OUT SYSTEM. SET SPRINKLER HEADS AND QUICK COUPLING VALVES PERPENDICULAR TO FINISH GRADE. POP UP HEADS ARE TO SET FLUSH WITH FINISH GRADE. GENERAL TO BE VALID, ALL TESTS MUST BE PERFORMED UNDER THE DIRECTION OF THE ENGINEER. THE CONTRACTOR MUST GIVE 72 HOUR NOTICE TO THE ENGINEER WHEN INSPECTION IS REQUIRED. THE LOCATION, INSPECTION, AND THE TESTING PROVISIONS OF THESE SPECIFICATIONS WILL BE STRICTLY ADHERED TO. IF, FOR ANY REASON, ANY PART OF THE SPRINKLER SYSTEM IS BACKFILLED BEFORE LOCATION, TESTING, OR INSPECTION, IT MUST BE COMPLETELY UNCOVERED AND EXPOSED UNTIL APPROVED FOR SACKFILLING BY THE ENGINEER. THE ENGINEER RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY, REASONABLY NEAT, OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH AN ORDERLY WAY BY THE USUAL METHODS IN SUCH WORK. SUCH REMOVAL AND REPLACEMENT SHALL BE DONE, WHEN DIRECTED IN WRITING, AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COST TO THE OWNER. ALL GAUGES USED IN THE TESTING OF WATER PRESSURE SHALL BE CERTIFIED CORRECT BY AN INDEPENDENT TESTING LABORATORY IMMEDIATELY PRIOR TO USE ON THE PROJECT. GAUGES SHALL BE RETESTED WHEN DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST. 23. PRELIMINARY TESTING/PRESSURE TESTING GENERAL: PRIOR TO REQUEST FOR PRELIMINARY INSPECTION OR ARRIVAL OF ARCHITECT, ACCOMPLISH THE FOLLOWING: CONTRACTOR SHALL CONDUCT A PRELIMINARY TEST AND MAKE ANY ADJUSTMENTS REQUIRED. REQUEST TEST FOR MAINS ONLY AFTER ALL MAINS HAVE BEEN INSTALLED AND TESTED. ALL PIPE. VALVES, AND OTHER EQUIPMENT SHALL BE IN PLACE EXCEPT SPRINKLER HEADS. CAP ALL RISERS EXCEPT FOR THE FIRST RISER FROM VALVE ON EACH LATERAL PURGE ALL AIR FROM MAIN LINES. TEST OF MAINS AND VALVES: WITH ALL VALVES IN PLACE AND CLOSED, TEST AT 100 PSI MINIMUM FOR 30 NINUTES WITHOUT INTRODUCTION OF ADDITIONAL SERVICE OR PUMPING PRESSURE. TESTING SHALL BE DONE WITH ONE PRESSURE GAUGE INSTALLED ON LINE WHERE DIRECTED. LINES WITH LOSS OF PRESSURE EXCEEDING 5 PSI AT THE END OF SPECIFIED TEST PERIODS SHALL BE REJECTED, REJECTED INSTALLATIONS SHALL BE CORRECTED AND RETESTING WILL BE PERFORMED AS SPECIFIED HEREIN. TEST OF LATERALS: PURGE ALL AIR FROM LATERALS AND CAP OFF ALL RISERS, OPEN VALVES AND BRING SYSTEM TO LINE PRESSURE. LATERAL LINES WILL BE INSPECTED VISUALLY. LINES WHICH EVIDENCE VISIBLE LEAKAGE SHALL BE REJECTED. 24. REJECTED SYSTEMS: REPAIR AND RETEST AS SPECIFIED. 25, FINAL INSPECTION/OPERATION AND COVERAGE CHECK: PRIOR TO REQUEST FOR FINAL INSPECTION OR ARRIVAL OF ENGINEER, ACCOMPLISH THE FOLLOWING: COMPLETE ALL WORK INCLUDING BALANCING AND ADJUSTING THE SYSTEM TO PROVIDE OPTIMUM COVERAGE WITHOUT FOGGING. BACKFILL ALL EXCEPT VALVE BOXES. COVERAGE CHECK: OPERATE EACH ZONE OF THE SYSTEM FOR THE ENGINEER'S INSPECTION AND APPROVAL. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING ON IT WITHOUT APPRECIABLE HARM. SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF ORIGINAL CONTRACT OATH NO ADDITIONAL COST TO THE OWNER. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO THAT SPRAY DOES NOT FALL ON BUILDING. ADJUST WATERING TIMES OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS. AFTER SYSTEM IS INSTALLED AND APPROVED, INSTRUCT OWNER IN COMPLETE OPERATION AND MAINTENANCE. N 26. RECORD DRAWINGS PREPARE AN ACCURATE "AS -BUILT' DRAWING AS INSTALLATION PROCEEDS TO BE SUBMITTED PRIOR TO FINAL INSPECTION, INCLUDING: DETAIL AND DIMENSION, TO CLOSEST HARD SURFACE, ANY CHANGES MADE DURING CONSTRUCTION. SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN ORIGINAL BIDDING DOCUMENTS. MAINTAIN. AT JOB SITE, ONE COPY OF CONTRACT DOCUMENTS AND RELEVANT SHOP DRAWINGS. CLEARLY MARK EACH DOCUMENT 'PROJECT RECORD COPY" AND MAINTAIN IN GOOD CONDITION FOR USE OF ENGINEER AND OWNER. FINAL PAYMENT FOR SYSTEM WALL NOT BE AUTHORIZED UNTIL ACCURATE AND COMPLETE SUBMITTALS ARE DELIVERED TO ENGINEER. 27 OPERATIONS MANUAL PROVIDE INSTRUCTION MANUAL WHICH USTS COMPLETE INSTRUCTIONS FOR SYSTEM OPERATION AND MAINTENANCE, INCLUDING WINTERIZING AND SPRING ACTIVATION. 28. SAFETY REQUIREMENTS CONTRACTOR IS RESPONSIBLE FOR THE PROVISION OF BARRICADES AND SAFETY GUARDS, ANY OTHER IMPROVEMENTS NECESSARY FOR THE COMPLETE PROTECTION OF THE PUBLIC. 21 PRODUCT STORAGE DURING CONSTRUCTION AND STORAGE, PROTECT MATERIALS FROM DAMAGE AND PROLONGED EXPOSURE TO SUNLIGHT. 30. WARRANTEE THE SYSTEM SHALL BE WARRANTED FOR ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM AS DOCUMENTED BY A SIGNED AND DATED COPY OF ACCEPTANCE FROM THE ENGINEER, THE WARRANTY SHALL INCLUDE: FILLING AND REPAIRING DEPRESSIONS AND REPLACING PLANTINGS DUE TO SETTLEMENT OF IRRIGATION TRENCHES FOR ONE YEAR FOLLOWING ACCEPTANCE OF PROJECT. SYSTEM SHALL BE ADEQUATELY WINTERIZED (BY COMPRESSED AIR) TO PROTECT FROM FREEZE DAMAGE IN AREAS WHERE FREEZING OCCURS. SYSTEM HAS BEEN ADJUSTED TO SUPPLY PROPER COVERAGE OF AREAS TO RECEIVE WATER. PROVIDE ONE FULL YEAR OF SERVICE TO SYSTEM (WINTERIZATION AND SPRING ACTIVATION) FROM DATE OF COMPLETION AND ACCEPTANCE. 31. CONTROLLER INSTALL CONTROLLER, CONTROL WIRES AND VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO ELECTRICAL CODE. INSTALL VALVES IN PLASTIC BOXES WITH REINFORCED HEAVY DUTY PLASTIC COVERS. LOCATE VALVE BOX TOPS AT FINISH GRADE VALVE BOXES SHALL HAVE LOCK TOP OR SNAP TOP LIDS. INSTALLED VALVES TO BE LOCATED PRECISELY BY DIMENSION ON 'AS BUILT ORAWINGS'.PROVIOE GALVANIZED NIPPLE (MINIMUM 4 INCH LENGTH) AND GALVANIZED GROUND JOINT UNION ON THE INLET SIDE, VALVE BONNET PACKINGS AND BOLTS TO BE CHECKED FOR TIGHTNESS BEFORE BACKFILLING. INSTALL REMOTE CONTROL VALVES IN VALVE BOXES POSITIONED OVER VALVES SO ALL PARTS OF VALVE CAN BE REACHED FOR SERVICE. SET COVER OF VALVE BOX EVEN WITH FINISH GRADE. INSTALL VALVE BOXES OVER NINE INCHES OF GRAVEL FOR DRAINAGE AND TO REMAIN REASONABLE FREE FROM DIRT AND DEBRIS. INSTALL INCH BRASS BALL DRAIN VALVE IN VALVE BOX ON DOWNSTREAM SIDE OF AUTOMATIC VALVES. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT.. 32, CLEANUP KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES AND ARRANGE MATERIAL SO AS NOT TO INTERFERE WITH OTHER OPERATIONS ON THE JOB SITE. REMOVE ALL UNUSED MATERIAL, RUBBISH, AND DEBRIS FROM SITE. FILTER FABRIC MATERIAL MIRAFI 10OX OR EQUIVALENT STAPLES OR WIRE RINGS (TYP.) i°I bl fId bl ♦.. .yam 5' STEEL POSTS BURY BOTTOM OF FILTER FABRIC 4' O C. MATERIAL ON 8"x8" TRENCH. FILL WITH FREE DRAINING SAND AND GRAVEL-. 6" x 6" x 14 GA. WELDED WIRE FABRIC OR EQUAL 1) FILTER FABRIC FENCE SHALL BE CONSTRUCTED DIRECTLY AFTER CLEARING AND GRUBBING IS COMPLETED WITHIN THE ROAD EASEMENT. THE FENCE SHALL ONLY BE REMOVED WHEN CONSTRUCTION OF UTILITIES MAKES IT ABSOLUTELY NECESSARY. IMMEDIATELY AFTER UTILITIES ARE IN PLACE, THE SILT FENCE SHALL BE RECONSTRUCTED. (SEE NOTE 3.) 2) FILTER FENCE SHALL BE INSTALLED ALONG THE EASEMENT LINE AS SURVEYED BY A LICENSED SURVEYOR. 3) THE FILTER FABRIC FENCE SHALL STAY IN PLACE UNTIL AFTER CONSTRUCTION IS COMPLETED AND THE SOIL HAS STABILIZED. 4) THE SILT FENCE SHALL BE CONSTRUCTED ALONG 6 FOOT CONTOURS AS MUCH AS POSSIBLE. ALL FENCE ENDS SHALL END IN ROAD FILL AS TO NOT ALLOW ANY RUNOFF TO FLOW AROUND THE ENDS OF THE FENCE. NO SCALE SHEET DESCRIPTION SCALL: 1% - 2W PROJECT pp�p pm/ DRAWING NO Leonard, Boudinot & Skodie Inc. DRAWN BY. DELAN SC A`H HARBOR PAMN on PROFESSIONAL ENGINEERS & LAND SURVEYORS SPRINKLER SYSTEM DESIGNED BY. HAFroEL JOB NO. e� 603 South First Street, P O. Box 1228 ' AT�C CHECKED BY. JELL � 95037 Mount Vernon, VVA 98273 �� FIELD BDOX�PAG£. ANACOFITES WET Tel 350--336-5751 Fax: 360--336--3981 of _ - - DATE.• MARCH 190 to o16 10 GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO NEC AND TO ALL APPLICABLE STATE AND LOCAL CODES. 2. ALL WIRING SHALL BE RUN IN CONDUIT. CONDUIT BELOW GRADE SHALL BE PVC SCHEDULE 40, MINIMUM DEPTH 30-INCHES BELOW FINAL GRADE. WIRE SHALL BE TYPE THWN. PROVIDE GREEN GROUNDING CONDUCTOR IN ALL CONDUIT RUNS. 3. PROVIDE TRENCHING AND BACKFILL (PER PUGET POWER STANDARDS) FOR PRIMARY SERVICE CONDUCTORS BY PUGET POWER. COORDINATE WITH PUGET POWER. ALSO COORDINATE WTH TELEPHONE COMPANY AND CABLE TV COMPANY FOR INSTALLATION OF THEIR CONDUCTORS IN TRENCH. SEE OTHER SITE PLANS FOR SHARING OF TRENCH WITH OTHER UTILITIES. 4. SEE OTHER SITE PLAN DRAWINGS FOR ADDITIONAL SITE INFORMATION. w h h Lo e V4 n FLOAT CON'STnUCTEC RY +'1TW;rpo AREA LIGHT FIX111RE WITH POLE AND BASE - SEE E-2 (TYP-4) SERVICE PANEL-- - SEE BUILDING PLAN EX;ST!NG CONCRETE BULKHEAD FOR DOCK. MATCH SIDEWALK TO THIS BULKHEAD STATION (SEE SITE DRAM NGS) FOR PUMPS Fi DALGO i i i i -E` SHEET E-2 I � IN��hrli7 to 20 0 20 40 60 Poet SCALE 1" ShEEL 5ESC,RIPRON SCALE.' 7' a 2W PROJtCT DRr PWAtC NO. PAL I N 'DRAWN ex- mm PORT OF ANACORTES E-1 A ELECTRICAL SITE PLAN - EAST SHLE cHEcr<Eo ar.' ors SOUTH HARBOR PARK DEVELOPMENT F �lscrwca�Eareeeo�w.t.wrtew[�aaanecoMeawarwnc-c0wuw�ne 720atsn VMW - save 11o®• 65AMA, WA enoi-ieea 04 1 , , 0 SIAMESE CONNECTION ROOF MANIFOLD 4" FEMALE NST X 2 1/2" MALE NST 90' SIAMESE 4" FEMALE NST X TWO EACH CONNECTOR WITH 2 1/2" MALE NST WITH CLAPPERS AND 2 1/2" X 1 1/2' REDUCING 2 1/2" BREAK CAPS ADAPTORS AND TWO 1 1 /2" CAPS, TWO 4" AWWA NRS 4" GALV. RISER (TYP) GATE VALVES 4" COMPANION KFLANGE (TYP) 4" HDPE (200 PSI 'I lllml[ =lli-llh' 2 " PRESSURE RATING) ;d o 24" ° HDPE 150 "M• FLANGE ADAPTOR SERVICE SADDLE 90 DUCTILE (TYP) WITH BALL DRIP IRON BEND IN GRAVEL POCKET 90' DUCTILE IRON BEND NOTE: RISER PIPE AND VALVES SHALL BE COATED WITH TNEMEC SP-1 SURface preparation, tnemec PRIMER SERIES SERIES 135 (3-5 MIL DRY FILM THICKNESS), AND TNEMEC FINISH COAT 73 (3-5 MIL DRY FILM THICKNESS). 20 0 20 40 60 Feet SCALE 1" = 20' LEGEND MLLW MEAN LOW LOW WATER PROPOSED SIGN AND POST PROPOSED ASPHALT PAVEM EXISTING ASPHALT PAVEME PROPOSED CONCRETE EXISTING CONCRETE EXISTING CONTOUR design CONTOUR PARK BOUNDARY LINE k6 EXISTING SPOT ELEVATION PROPOSED GRAVEL EXISTING GRAVEL —X-X-X- PROPOSED FENCE —❑—❑—❑— FILTER FABRIC FENCE PROPOSED ELECTRIC CONDUI v PROPOSED THRUST BLOCKIN MATCH EX. GRADE R=16' PROJECTED CENTERLINE F`X -X X -X >C -X-•- x yl I x ENT X CHAIN LINK FENCE NT 2% TYPE 1, WSDOT STD. R7-29 X I PLAN L-2 12" x 18" / R=50' X X x x R7-29 B 12" x 18" x--x—x— ""-G--X'` X R=45' IE= 13.4 FI o 8" PLUG X gIOFILTRATION SWALE IE 4.22 I R=45' 4/ X x 10, HANDICAP PARKING 8" AP REMOVE AND DISPOSE OF iSTALL SYMBOL, & BLOCKING EX. ASPHALT PAVEMENT X WSDOT STD 55 LF 8" PLAN H-5c PVC E9 0.40% R=126' ttt g` i 8'-5 Q `P 8" GATE VALVE T 9' (Fig X MJ) P G i o °q E 8" x 6" FLG "T" N Q I 22.5' EL FLG. OUPLI G ADP. \07(MJ X W -P • °. ° 45' ° " c 2'. (MJ MJ) =20 E= ACCESSIBLE PARKING SIGN `N - -•--16 MOUNTED ON BUILDING — — =150' WSDOT STD PLAN F-6 SS i 1/2" COPPER SIAMESE FIRE HYDRAN WATER SERVICE CONNECTION _ ASSEMBLY PROPOSED BUILDING 6" SIDE SEWER ^• FF=16.00 2% MIN. GRADE — T IRRIGATION SERVICE °, ° ; .: • ° ' °, .. ` e REFER TO IRRIGATION PLANS ° TYPE 1 CB TOP= 15.5 N 556743.32 IE=14.0 E 1210633.80 ❑ 61 ELECTRIC CONDUIT ❑ 10' OF 4" PVC ♦G o LIGHTS----❑ ❑^ `- ❑—❑— N OF 4" PVC Co DUPLEX SUBMERSIBLE PUMP SEWER LIFT STATION (SEE DETAIL) I) --• B " `4" HDPE ° /❑""-FILTER FABRIC STACK ° ;. ❑/ FENCE (TYP ❑ R=10' l °P / G •°/SEE DETAIL 6' TYP s h' I ROOF MANIFOLD WORK BY OTHERS EXISTING CONCRETE BULKHEAD FOR DOCK. MATCH SIDEWALK TO THIS BULKHEAD FLOAT CONSTRUCTED BY OTHERS %A Leonard, Boudinot & Skodie Inc. ® PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street; P.O. Box 1228 Mount Vernon, WA 98273 Tel: 360-336-5751 Fox: 360-336-3981 SHEET DESCRIPTION FI DALGO NOTE: PURSUANT TO RCW 39.04.180, IF THE WORK AS PLANNED BY THE BIDDER INCLUDES TRENCH EXCAVATION EXCEEDING A DEPTH OF FOUR FEET, BIDDER MUST INCLUDE ADEQUATE SAFETY SYSTEMS FOR THE TRENCH EXCAVATION TO MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW, WHICH SHALL BE INCLUDED IN THE BIDDER'S COST ESTIMATE AND THE BID FORM AS A SEPARATE ITEM AND NOT AS INCIDENTAL TO ANY OTHER ITEM. IF SUCH SYSTEMS ARE INCLUDED WITHIN THE TOTAL BID AMOUNT, BIDDER SHALL IDENTIFY THE COST INCLUDED FOR SUCH TRENCH SAFETY SYSTEMS WHERE INDICATED BELOW. TRENCH SAFETY SYSTEMS: $ UTILITY PLAN SCALE: 1", - 20' DRAWN BY.' DEL/DBS DESIGNED BY,HAF/DEL CHECKED BY. JEL FIELD BOOK/PAGE.' DATL.' MARCH 1995 PROJECT 8' I tn U) 24' 2% 45' el. (MJ X MJ) 8" y DI 5' el. (MJ X MJ) TYP)I I ®I —I—I CONCRETE SIDEWALK' PRECAST CEMENT C( BUMPER CURB WSDO STD PLAN F-1 (TYP, MA I VICINITY MAP 107 r DRAWING NO. 95037SH4.DVVG J0B NO. 95037 SHEET 1OF10 20 15 10 w J O 5 z z a r o: Z a 0 X W -5 MeiE EX. GROUND PROFILE 0 EDGE OF ROAD 4' MIN CO R TYP ( ) 0 2 U z II i 00 Z o 00 X C X O Q 00 Li W 1 }00 2+00 847 LF 4" PVC FORCE MAIN MIN. SLOPE = 0.5 % Mai e PROPOSED BIOFILTRATION SCALE PROFILE . 1 O N J F-- +azao O M z -Ad in, Oi F W O3: I I a Jui O CA W 4400 N 00 WC 20 15 10 5 0 -5 20 20 PROPOSED BIOFILTRATION EX. GROUND PROFILE 15 SWALE PROFILE ® EDGE OF ROAD 15 ------ --- - — . - _------- — _—_--- 4' MIN C(OvER (TYP) 4' MIN CTYP) _----- 4" PVC FORCE MAIN MIN. SLOPE = 0.5 % 10 ( 10 STEEL CASING — -I 8" WATER 5 5 IE=8.50 Q so J Q ZZ > ^IAA 1 i CWAL P 20' w o o VERTICAL P-5 . N r, N W O O ac M ro 00 pi ai N I -ma waw Li w s/ 5+00 6+00 7+00 8+00 9+00 SHEET DESCRIPTION SCALE. NOERrMNTAL % I s?A PROJECT Leonard, Boudinot & Skodle Inc. / / S4 TH HARBOR PARK DRAWING NO. 1 SANITARY SEWER DRAWN BY. HAF/bM 930 19 No. PROFESSIONAL ENGINEERS &LAND SURVEYORS DESIGNED BY.• ►+ / - JOB NO. J/ lFOR 95w Ir 603 South First Street; P.O. Box 1228 p A®3pp y CHECKED BY.• ,ILL fi r Mount Vernon. WA 98273 PLAN n'Co f L PQR-r o AiwAC S OF { Tel: 360-336-5751 Fox: 360-336-3981 FIELD BOOK/PAGE. DATE.' MARCH 19Q3 Dfjr I AND 6'—O" 2 I_ LUMINAIRE — SEE IUM ARM IUND TED LOAD LIGHT POLE & LUMINAIRE DETAIL SCALE: NOT TO SCALE LUMINAIRE REQUIREMENTS 1. REFRACTOR — FLAT GLASS 2. REFLECTOR — ANODIZED ALUMINUM. 3. HOUSING — DIE CAST ALUMINUM. 4. HINGED ALUMINUM DOOR WITH GASKET AND LATCH. 5. INTEGRAL BALLAST — HIGH POWER FACTOR — 120 VOLTS. 6. ALL HARDWARE, STAINLESS STEEL, OR NONCORROSIVE. 7. ADJUSTABLE PORCELAIN SOCKET. B. 1-1/4- TO 2", SLIPFITTER — 2 OR 4 BOLT. 9. PHOTOCELL 10. LAMP — 150—WATT HIGH PRESSURE SODIUM 11. I.E.S. —CUTOFF— TYPE III DISTRIBUTION 12. UL LISTED — SUITABLE FOR OUTDOOR WET LOCATIONS. HANDHOLE 4" 4'-6" 2 LUMINAIRE DETAIL SCALE: NOT TO SCALE I ` fntl 4, Pl --STUB CONDUIT TO 6" BELOW HANDHOLE i WITH GROUND BUSHING z i //-- ORNAMENTAL BOLT COVER r 11 —NUT AND WASHER TO PLUMB POLE I (TWIG EACH PER ANCHOR BOLT) .a. I" X I" CHAMFER J _7_____ TIGHTLY PACKED GROUT UNDER POLE BASE TO z INSURE FULL CONTACT WITH FOOTING I (PROVIDE WEEP HOLE) -EXPOSED PORTION OF CONCRETE BASE TO HAVE If RUBBED SURFACE i RACEWAY 24" BELOW FINAL GRADE OR AS NOTED ON DRAWINGS (QUANTITY AS REQUIRED) SONOTUBE FORM (REMOVE) ANCHOR BOLTS AS FURNISHED WITH POLE OR AS SPECIFIED U -- USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE a rL' REBAR TIES AT 9" O.C. „ < — #4 VERTICAL REBAR 3000 PSI CASs —IN —PLACE CONCRETE 3 POLEBASE DETAIL SCALE: NOT TO SCALE 1\ I u x, 1 c, T, o T I I MATIH E - SEE EXIST. PUGET POWER PAD MOUNTED XFMR 100DX (HANDHOLE BELOW) SERVICE PANEL (EXIST.) (ON CONCRETE PAD) -CONCRETE (EXIST.) HANDHOLE (EXIST.) TELEPHONE BOOTH .(EXIST.) '2 a ICD C. r j l I z PROVIDE TRENCH FOR I UTILITY SERVICE (SEE NOTE 3, SHEET 'E-1') I O 1 1' r Ir: I A a I' i i I i I1 1 i I i I j 20 0 20 40 60 Feet IE — _ SCALE 1" = 20' SHEET DESCRIP[ION SCALE. 1" 2' PROJECT SPAKLING DRAWING No. DRAWN er. um PORT OF ANACORTES E-2 ELECTRICAL SITE PLAN -, .e.l e &COM .WAMMowuLaWM CHECKED Br. Ms SOUTH HARBOR PARK DEVELOPMENT S>aEE- 77 vt ;i- 4 f.. IS , E 200467-O t4-PROM DATE ' 6/26/'45 or L 02 enrw 2 blank EXIST. 36" CULVERT STORM OUTFALL cor EX. 18" EXIST, SDMH EXISTING ! EXISTING GRAVEL EXIST SDMH WJ OIL/WATER SEPARATOR EXIST. ASPHALT 1 \ STA. B 22 1/2'2- BEND T.B.=0.7 SF STA. 0+05 22 1 /2' BEND T.B.=0.7 SF CONNECT TO EXISTING SANITARY MH I.E. EX 8" N & W = 11.43 I.E. 4" FM EAST = 12.00 SS EXIST, SDMH TOP = 10.0 I.E- = 8.0t 18" STORM SS— \_ EXISTING DITCH 10 LF 12' CPP 10, TOP OF BANK PROPOSED 4" SANITARY FORCEMAIN 24 CAP SANTE BOAT HAVEN ' A ' DOCK MATCH EXISTING ( PAVEMENT GRADE. CONNECT TO EXISTING SYSTEM 1-45' EL. (MJxMJ) T.B.=8.0 SFF EXIST. FH J 9+ 9, Ji ro FILTER FABRIC FENCE (TYP) PROPOSED 8' WATERLINE BOW �1-45' EL. (MJXMU) _ T.B.-& S EXIST. ASPHALT SS CLEAN AND GRADE EXISTING DITCH LOG RAIL BY OTHERS 3" crushed surface top course SODDING 2% _ 1R�2X 4 3" CRUSHED SURFACe J — — LASFTS� ASPHALT 3' MIN. COURSE TOP COURSE 1 1 //2" CRUSHED SURFACING TOP COURSE O 4' - 2 1/2" CRUSHEb SURFACING BASE COURSE ) B" GRA BALLAST MIN.) L " 4 FORCEMAIN 20' SECTION A - A I 2 I - BUMPER CURB 2% 8" TOPSOIL —5" SIDEWALK & SEED C 2 1/2" CRUSHED SURFACING (MIN. DEPTH) CONPACTED SUBGRADE BASE COURSE TO 95% STANDARD DENSITY 24' \. T CLASS 8 ASPHALT LIFTS)WO 1 1/2" CRUSHED SURFACING TOP COURSE B" GRAVEL BALLAST (MIN.) SECTION B, B Leonard, Boudinot & 5kodie Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street: P.G Box 1228 Mount Vernon. WA 98273 Tel 360-335-5751 Fox: 360-33e>- 3981 20' SHOULDER BALLAST SODDING SHEET DESCRIPTION SITE PLAN MATCH EXISTING PAVEMENT GRADE. SAW CUT EXISTING ASPHALT AND SEAL WITH AR-4000W. , (;AU: 1' - 20' DRAWN BY.MLA135 DESIGNED BY. HAF/DEL CHECKED BY.' JEL FIELD BOOK/PAGE DATE.' MARCH 1905 ISO .LF 8" DI6.1 S 1 TEMPORA4 Y PAVEM-ENT __ SS 8' 0 LA Plan View — — Line of 4' concrete top stao. ------------------------------ — Sign I I--------- L-----------------------------j Vinyl text. Typeface: Univers ultra condensed regular. Text color: P2, matte finish. EQ. 2 3!4' EQ. EQ. 2 3/4'� EQ. C ° A tr -Building West Basin. Fidalgo Yacht Sales ' B Skipper Cress Yacht Sales ° C Tradewinds D Harbor Master Office ° E Port Property, Planning, & Development ° F Dockside Deli G H Port Commission Room I\,Excel Graphics 6' 4 3/4' typ. I 1/4' typ. Ahxn. flame strips Paint face and edges color P1,satin finish, Flathead ss machine Screws. (3 ea. name strip) R. EQ. vz• I EQ. � t i 1 Vinyl text. N12' x 12' x 1' Typeface: Univers ultra condensed regular 1 V2- 112- 11=1 Typeface: Univers condensed bold. — 4' o.d. aluminum ia;z r;qh Text color: Pl, matte finish. (4) 3/4' La Q:e welded to base plate. k) S:S' dia. x 10' Finish grade, top Paint Color: P6. "N'ess steel bolts of concrete footing. 4 <. L 1 -6' x 6'-0' x 4' concrete t t ..: top slab. ; 18' dia. x 3'-6' concrete pier (unconstrained). .. .L PROJECT DRAWNG AA0. MR /V3 JM A10. 95W SHEET 3 OF ?0 1 rn F� Co N V N V C N m n 01 m r m m rn LEGEND MLLW MEAN LOW LOW WATER 5t&tA ♦' PROPOSED SIGN AND POST IJc> PACKING PROPOSED ASPHALT PAVEMENT r-t4r-- LAVA E~ EXISTING ASPHALT PAVEMENT R7-29 e' PROPOSED CONCRETE 12" x 18 I EXISTING CONCRETE R=50' wz ?- w D' EXISTING CONTOUR 0, �S x m ---Ap' design CONTOUR R=45' I S M (1� T PARK BOUNDARY LINE 0 �`SS R=45' a�0 x �5• 15' �� +'`a EXISTING SPOT ELEVATION T ,'•'.. ;,' PROPOSED GRAVEL II 1 REMOVE AND DISPOSE OF 10' HANDICAP PARKING js EX. ASPHALT PAVEMENT EXISTING GRAVEL x STALL SYMBOL, 0 �+ U V ✓� WSDOT STD iS 'a R=126' '> O`� V —x—x —x — PROPOSED FENCE I 15 PLAN H-5os �� '� "� ` ^• Pei �, h r —p—p—p— FILTER FABRIC FENCE x 3 +� l! 8 +a s �$ + +`°ry w 91 PROPOSED ELECTRIC CONDUIT a PROPOSED THRUST BLOCKING FINISH GRADE CONTOUR I �> 1g. 4" iTE 3TRIP TYP) ' . n ACCESSIBLE PARKING SIGN 2' r=20 1 75 9 \ 47 -16' \ =150' 20' i MOUNTED ON BUILDING M � WSDOT STD PLAN F-6• 20 0 20 40 60 Feet a PROPOSED BUILDING • 14.5 CONCRETE SIDEWALK . 15 7 15.05 ., - .O' .. • �40 I ' �a+ FF=16.00 J � ' �\ ,�a Via,.• � �+^p,•yh ALE 1" = 20' O U CZ e • .._� J / _ " 1 \ PRECAST CEMENT CONCRETE SC v) Z / J - . ' , b / +`yi �_ 4 - BUMPER CURB WSDOT O Q <vQ Gp / / �-i 1y9 / J _ /STD PLAN{ F-1 (T�) o NN 567 3.32 I: '' " /i — i _ �—._ 14 ^ryti E 1210633.80 +tea Q ha 15 ��OQ / ��' i .7 O I +1��(01 h 1 ro / 16 17 N 556037.19 - lib / r �� ppp W �►� // ��_ — = t 0 \ f — p� E 1210661.71 \ / � i 16 — — /. .. �i , G / +A`' � -- 9 — — \ — 4 +12.19 MILLW) 16. 10 1 a y J +� OHWM��. / ATCH EX. GRADE STIACK 1 .5 ` 15.0 / 5 6 BAY- R=16' \ — �2 'Q / / GOO � /4�� +�' \ ---- --- ----- �-�, VICINITY MAP /4� ML LW 4) 12TH STREET sn, smar I - �I %& Leonard, Boudinot & Skodie Inc. F ;% W PROFESSIONAL ENGINEERS & LAND SURVEYORS , 603 South First Street; P.O. Box 1228 :,•j,%j�;'� Mount Vernon. WA 98273 Tel: 360-336-5751 Fax: 360-336-3981 PROJECTED CENTERLINE x x +� +_PAIN LINK FENCE 2% f I TYPE 1, WSDOT STD. x I PLAN L-2 SHEET DESCRIPTION GRADING AND DRAINAGE PLAN SCALE, 1", - 20' DRAWN BY. DEL/DBS DESIGNED BY. HAF/DEL CHECKED BY.• JE►. FIELD HOOK/PAGE. DATEMARCH 1995 PROJECT SOUTH HARBOR PARK FOR PORT OF ANACORTES DRAWING NO. 950379H2.DWG JOB N0. 95037 SHEET 2 OF 10 m 0 EXIST. 36" CULVERT — — � STORM OUTFACE W z J a 3 Li N 0 _ u z PZ TO 00 V) w EXISTING 8" WATERLINE W EX. 18" STORM EXISTING GRAVEL EXIST. SDMH EXIST. SDMH - W/ OIL/WATER SEPARATOR EXIST. ASPHALT EX. 18" STORM SS SS a I \ STA. 1B 22 1 /2' 2' BEND O _ T.B.=0.7 SIF STA. 0+05 22 1/2' BEND EXIST. SDMH T.B.=0.7 SF TOP = 10.0 EXISTING DITCH I.E. = 8.0t CONNECT TO EXISTING SANITARY MH I.E. EX8"N&W=11.43 I.E. 4" FM EAST = 12.00 LOG RAIL BY OTHERS 10' CAP SANTE BOAT HAVEN ' A ' DOCK CONNECT TO EXISTING SYSTEM 1-45' EL. (MJxMJ) T.B.=8.0 SFF FILTER FABRIC FENCE (TYP) iF BANK EXIST. FH i c i v; 8+ MATCH EXISTING �y�/ ro PROPOSED 8" WATERLINE ICUUc 0r, I/ Cuni ii nro \ I PAVEMENT GRADE. '1 8"W 1-45 EL. (MJXMJ) i`�64 T.B.=8.0 SIF EXIST. ASPHALT ----- SS Sc 12" CPP S = 0.0050 - PROPOSED 4" SANITARY FORCEMAIN 24 I 2% 1 19-29 1 /I I- 3" CRUSHED SURFACe TOP COURSE J . - 6' 20' 2 �—/-BUMPER CURB 1% 2% 3" crushed surface top course , SODDING �-LT 1 - // (TWV LIFTS) ASPHALT 3 MIN. - 2 1/2" CRUSHEb2S RFACNEEEEG BASE COURSE BALLASTP COURSE �O " 4 - 8" GRAVE L BAL-LAST IMIN.) 4 FORCEMAIN SECTION A — A 24' 2% 1 FT MIN. 001 3" SHOULDER BALLAST r SODDING 1 FT MIN. MATCH EXISTING PAVEMENT GRADE. SAW CUT EXISTING ASPHALT AND SEAL WITH AR-4000 W. IE 12" CPP = 10.00 PROPOSED BIOFILTRATION SWALE �—A I Law— A 1 1 2 CRUSHEDSURFACINGTOP COURSE 6" TOPSOIL 5" SIDEWALK n CLASS 4 ASPHALT r- it & SEED 2 1/2" CRUSHED SURFACING LIFTS) N. DEPTH) COMPACTED SUBGRADE BASE COURSE / " 4 TO 95% STANDARD DENSITY 8" GRAVEL BALLAST (MIN.) a.. Q� SECTION B B SHEET DESCRIPTION SCALE.- 1'. - 20' PROJECT Leonard, Boudinot & Skodje Inc. DRAWN BY.• OEL/DBS SOUTH HARBOR PARK DRAWING N0. HAf/b0. 95037SH1.OWG PROFESSIONAL ENGINEERS & LAND SURVEYORS DESIGNED BY. JOB 80. 603 South First Street; P.O. Box 1228 SITE PLAN CHECKED BY.' JEL FOR 85037 's Mount Vernon, WA 98273 FIELD BOOK/PAGE.• PORT OF ANACORIFES SHEET Tel: 360-336-5751 Fax: 360-336-3981 _ DATE.MARCH 1e95 3 OF 10 n 0 0 GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE 1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PREPARED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA), TOGETHER WITH THE 1994 APWA AMENDMENTS TO DIVISIONS ONE THROUGH NINE, HEREIN REFERRED TO AS THE "STANDARD SPECIFICATIONS". REFERENCES WILL BE MADE TO THE STANDARD SPECIFICATIONS MANUAL AND THE STANDARD PLANS BOOK. ALL WORK SHALL ALSO COMPLY WITH THE CITY OF ANACORTES REQUIREMENTS. 2. THE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY BOND TO THE OWNER TO COVER THESE IMPROVEMENTS. THE WARRANTY BOND SHALL BE IN EFFECT FOR A ONE-YEAR PERIOD COMMENCING ON THE CITY OF ANACORTES FINAL APPROVAL DATE FOR THIS PLAT. THE WARRANTY BOND SHALL HAVE A VALUE EQUAL TO 20% OF THE ACTUAL TOTAL CONSTRUCTION COST. 3. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS, SPECIFICATIONS, AND SITE CONDITIONS BEFORE SUBMITTING A BID FOR THIS WORK. NO CLAIMS WILL BE ACCEPTED FOR THE CONTRACTOR'S NEGLECT IN BECOMING FAMILIAR WITH ALL CONDITIONS. 4. EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE FIELD AND OFFICE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR UTILIZING THE ONE -CALL UTILITY LOCATE SERVICE, 1-800-424-5555, A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION. DAMAGES TO THE EXISTING UTILITIES RESULTING FROM THIS CONSTRUCTION SHALL BE REPAIRED BY AND AT THE CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL MAKE DAILY EFFORTS TO KEEP THE SITE IN A NEAT AND ORDERLY CONDITION TO THE SATISFACTION OF THE OWNER, ENGINEER, AND THE CITY OF ANACORTES ENGINEERING DEPARTMENT. IF CONSTRUCTION OCCURS DURING RAINY WEATHER CONDITIONS, THEREBY CAUSING DEBRIS TO BE TRACKED ONTO THE ROADS, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY QUARRY SPALL ROADWAY, 12 INCHES DEEP, 20 FEET WIDE BY 75 FEET LONG MINIMUM. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING IMPROVEMENTS RESULTING FROM THIS CONSTRUCTION. THE QUARRY SPALL ROADWAY SHALL BE REMOVED AFTER CONSTRUCTION AND ALL DISTURBED AREAS NEATLY AND UNIFORMLY GRADED. 6. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL SWEEP AND REMOVE ALL DEBRIS TRACKED ONTO THE EXISTING ROADS. THE CONTRACTOR SHALL ALSO WATER THE SITE AND ADJOINING ROADS TO CONTROL AND REDUCE CONSTRUCTION DUST. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS CONCERNING DISPOSAL OF MATERIALS. ALL ASPHALT, CONCRETE, AND STRUCTURES REMOVED FROM THIS SITE SHALL BE DISPOSED IN AN APPROVED SITE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND APPLYING FOR ALL PERMITS ASSOCIATED WITH THIS CONSTRUCTION. THE ONLY PERMIT PROVIDED BY THE OWNER CONSISTS OF THE CONSTRUCTION PERMIT FROM THE CITY OF ANACORTES FOR THE FILLING, GRADING, AND UTILITY AND ROAD CONSTRUCTION OF IMPROVEMENTS. CLEARING AND EXCAVATION 7. THE CONTRACTOR SHALL EXCAVATE TO THE DESIGNED ROAD SUBGRADE ELEVATION. IF UNSUITABLE MATERIAL EXISTS AT THE ROAD SUBGRADE ELEVATION, CONSISTING OF TOPSOIL OR YIELDING, UNSTABLE MATERIAL, THE CONTRACTOR SHALL OVEREXCAVATE TO EXPOSE A FIRM, NON -YIELDING MATERIAL AS SPECIFICALLY DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL EXCAVATE, GRADE, COMPACT, AND PREPARE THE ROAD SUBGRADE AND SIDEWALK SUBGRADES CONFORMING TO SECTION 2-06.3(1). THE CONTRACTOR SHALL PROVIDE ALL PROVISIONS NECESSARY TO PREVENT WATER FROM STANDING ON THE APPROVED ROAD SUBGRADE AND DURING ALL PHASES OF CONSTRUCTION. 8. OVEREXCAVATED ROAD SUBGRADES SHALL BE BACKFILLED WITH COMPACTED GRAVEL BALLAST MATERIAL UNLESS QUARRY SPALL MATERIAL IS REQUIRED BY THE ENGINEER. QUARRY SPALLS SHALL CONFORM TO SECTION 9-13.6 AND SHALL BE MECHANICALLY COMPACTED. 9. NATIVE MATERIAL SHALL BE PLACED AND COMPACTED ACCORDING TO METHOD A IN SECTION 2-03.3(14)C. THE FILL MATERIAL SHALL BE VERY UNIFORMLY GRADED TO NEATLY MATCH THE EXISTING CONDITIONS. THE FINAL GRADED CONDITION SHALL BE APPROVED BY THE OWNER. 10. DURING PERIODS OF RAINFALL, THE CONTRACTOR SHALL PREVENT WATER FROM STANDING ON THE SUBGRADE OR ON THE PREPARED IMPORTED -MATERIAL SURFACES. STORM RUNOFF SHALL BE DISCHARGED TO THE STORM SYSTEM OR ONSITE LOCATION THAT WILL NOT IMPACT THE ADJACENT WATERWAYS. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY DITCHING AND PUMPS TO REMOVE ALL STANDING WATER FROM THE WORK AREA. MATERIALS 11. GRAVEL BALLAST FOR THE ROAD SECTION CONSTRUCTION SHALL COMPLY WITH SECTION 9- 03.9(1) OF THE 1994 STANDARD SPECIFICATIONS. GRAVEL BALLAST SHALL CONSIST OF WELL -GRADED SAND AND GRAVEL CONFORMING TO THE REQUIRED SPECIFICATION. THE PERCENT PASSING THE US NO. 200 SIEVE SHALL NOT EXCEED 5.0 PERCENT. ALL GRAVEL BALLAST IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION. NO MIXING OF MATERIALS ONSITE IS ALLOWED TO ACHIEVE THE REQUIRED GRADATION. PRIOR TO IMPORTING ANY GRAVEL BALLAST MATERIAL, THE CONTRACTOR SHALL PROVIDE GRADATION RESULTS TO THE ENGINEER FOR APPROVAL. GRADATION RESULTS SHALL BE SUPPLIED BY THE CONTRACTOR PER 2000 TONS OF IMPORTED MATERIAL. ALL GRAVEL BALLAST MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY ACCORDING TO THE ASTM D-1557 TESTING PROCEDURE AT A MOISTURE CONTENT PLUS OR MINUS TWO PERCENT FROM OPTIMUM. 12. GRAVEL BASE FOR UTILITY TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19. BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL BE TWO AND ONE-HALF INCH MINUS MATERIAL ALSO MEETING THE GRAVEL BASE SPECIFICATION CONFORMING TO SECTION 9-03.10. ALL GRAVEL BASE IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION. NO MIXING OF MATERIALS ONSITE IS ALLOWED TO ACHIEVE THE REQUIRED GRADATION. PRIOR TO IMPORTING ANY GRAVEL BASE MATERIAL, THE CONTRACTOR SHALL PROVIDE GRADATION RESULTS TO THE ENGINEER FOR APPROVAL. GRADATION RESULTS SHALL BE SUPPLIED BY THE CONTRACTOR PER 2000 TONS OF IMPORTED MATERIAL. ALL GRAVEL BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY ACCORDING TO THE ASTM D-1557 TESTING PROCEDURE AT A MOISTURE CONTENT PLUS OR MINUS TWO PERCENT FROM OPTIMUM. 13. CRUSHED SURFACING TOP COURSE SHALL CONFORM TO SECTION 9-03.9(3) OF THE 1994 STANDARD SPECIFICATIONS. THIS COMPACTED LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURE. PLACEMENT AND GRADING OF COMPACTED CRUSHED TOP COURSE MATERIAL WITHIN THE ASPHALT AREAS SHALL HAVE A TOLERANCE OF PLUS OR MINUS ONE- HALF INCH FROM THE DESIGNED TOP OF CRUSHED TOP COURSE ELEVATION. PRIOR TO IMPORTING CRUSHED SURFACING TOP COURSE, THE CONTRACTOR SHALL PROVIDE GRADATION AND DEGRADATION TEST RESULTS TO THE ENGINEER AND CITY OF ANACORTES FOR APPROVAL. THE FINAL GRADING OF CRUSHED SURFACING TOP COURSE WILL BE INSPECTED AND APPROVED BY THE ENGINEER PRIOR TO ASPHALT PAVING. THE CONTRACTOR IS REQUIRED TO SCHEDULE A FINAL CRUSHED ROCK INSPECTION A MINIMUM OF THREE WORKING DAYS PRIOR TO PAVING. 14. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO SECTION 5-04 OF THE 1994 STANDARD SPECIFICATIONS. ALL ABUTTING EDGES OF EXISTING ASPHALT SHALL BE SAW CUT FULL DEPTH TO PROVIDE A NEAT STABLE EDGE FOR THE NEW ASPHALT. ALL SAW CUT FACES SHALL BE TACK COATED AS WELL AS ALL STRUCTURES THAT ABUT ASPHALT. THE SURFACE JOINT BETWEEN EXISTING AND NEW ASPHALT SHALL BE SEALED WITH HEAT -APPLIED CSS-1 AND SAND COAT. ASPHALT SURFACE THAT HAS LOOSE MATERIAL OR POROUS CONDITIONS, AS DETERMINED BY THE ENGINEER, SHALL BE SEALED ACCORDING TO SECTION 5-04.3(5)C, CRACK SEALING, AT NO ADDITIONAL COST TO THE OWNER. 15. WITHIN 24 HOURS PRIOR TO PAVING, SOIL RESIDUAL HERBICIDE SHALL BE APPLIED TO ALL CRUSHED TOP COURSE SURFACES WITHIN THE AND ROADS. 16. CLASS B ASPHALT SHALL BE PLACED AT THE LOCATIONS AND DEPTHS INDICATED ON THE PLANS. EACH LIFT SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 92% OF THE RICE DENSITY. COMPACTION SHALL OCCUR BETWEEN THE TEMPERATURES OF 180' FAHRENHEIT AND 300' FAHRENHEIT. DURING COLD WEATHER CONDITIONS, AS DETERMINED BY THE ENGINEER, ALL TRUCKLOADS OF ASPHALT SHALL BE COVERED SO AS TO RETAIN HEAT. THE CONTRACTOR SHALL RETAIN LICENSED MATERIALS -TESTING PERSONNEL TO PROVIDE COMPACTION TESTS AS SPECIFIED. NO ASPHALT PAVING OR ROLLING/COMPACTION OF ASPHALT IS ALLOWED AFTER DARK. ALL ROLLING SHALL BE COMPLETED BY SUNSET TIME. POROUS AGGREGATE CONDITIONS OR LOOSE AGGREGATE CONDITIONS THAT ARE NOT CONSISTENT WITH THE AVERAGE ASPHALT PAVING CONDITION, AS DETERMINED BY THE ENGINEER AND THE CITY OF ANACORTES, SHALL BE SAND SEAL FILLED ACCORDING TO SECTION 5-04.3(5)C. 17. CONCRETE SIDEWALKS SHALL BE INSTALLED AS INDICATED ON THE CIVIL PLANS. SIDEWALKS SHALL BE FOUR INCHES THICK SUPPORTED BY A MINIMUM OF 6 INCHES OF GRAVEL BALLAST, COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY. SIDEWALKS WITHIN DRIVEWAY SECTIONS SHALL BE SIX INCHES THICK SUPPORTED BY A MINIMUM OF 8 INCHES OF GRAVEL BALLAST, COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY. SIDEWALKS SHALL HAVE FULL DEPTH EXPANSION JOINTS INSTALLED AT 15-FOOT INTERVALS WITH ONE -INCH DEEP SCORED STRESS JOINTS INSTALLED AT FIVE FEET ON CENTER. SUBGRADES BELOW SIDEWALKS SHALL BE PREPARED CONFORMING TO SECTION 2-06.3(1). 18. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL OIL AND DEBRIS FROM THE SURFACE TO BE PAINTED. PAINT APPLICATION SHALL CONFORM TO SECTION 8-22.3(3) OF THE 1994 STANDARD SPECIFICATIONS. 19. SIGNS ONSITE SHALL BE INSTALLED BY THE CONTRACTOR AT THE LOCATIONS INDICATED ON THE PLAN. SIGNS SHALL BE MOUNTED ON TWO-INCH OUTSIDE DIAMETER GALVANIZED STEEL POSTS OR AS REQUIRED BY THE CITY OF ANACORTES. POSTS SHALL BE SET A MINIMUM OF TWO FEET INTO THE GROUND IN A CONCRETE FILLED BASE WITH SEVEN FEET OF CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND THE FINISHED GRADE. STORM SEWER 20. THE FOLLOWING MATERIALS SHALL BE USED FOR THE STORM SEWERS AS IDENTIFIED ON THE PLANS. IF NO SPECIFIC MATERIAL IS INDICATED ON THE PLAN, THE CONTRACTOR MAY ELECT TO USE ANY OF THE MATERIALS LISTED BELOW, UNLESS OTHERWISE STATED. STORM PIPE: 21. STORM CATCH BASINS AND APPURTENANCES AS INDICATED ON THE PLANS SHALL CONFORM TO SECTION 7-05 AND THE FOLLOWING W.S.O.O.T. STANDARD PLANS: CATCH BASIN TYPE 1 STD. PLAN B-1 CATCH BASIN TYPE 1L STD. PLAN B-1a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psi. WATERLINE 33. REFER TO THE DETAILS AND SPECIFICATIONS LISTED ON THE CIVIL PLANS. SEDIMENTATION AND EROSION CONTROL 34. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION. 35. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE ENGINEER AND THE CITY OF ANACORTES TO ASSURE CONTINUING EROSION/SEDIMENTATION CONTROL. 36. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 37. ALL DISTURBED LAND AREAS SUBJECT TO EROSION AS DETERMINED BY THE ENGINEER OR THE CITY OF ANACORTES THAT WILL BE LEFT 30 DAYS OR MORE SHALL BE HYDROSEEDED WITH SEED, FERTILIZER, AND MULCH AND MAINTAINED UNTIL SEED GERMINATION HAS BEEN ESTABLISHED. SEED, FERTILIZER, AND MULCH 38. HYDROSEEDING OF THE SPECIFIED AREAS SHALL CONFORM TO THE FOLLOWING MIXTURE: SEED TYPE % BY WEIGHT MIN. % PURE SEEDMINIMUM % GERMINATION COLONIAL BENT GRASS 10% 9.8% 85% RED FESCUE 40% 39.2% 90% PERENNIAL RYE 40% 39.2% 90% WHITE DUTCH CLOVER (PURE INOCULATED) 10% 9.8% 90% WEED SEED .50% MAX INERT do OTHER CROP 1.50% MAX SEED SHALL BE APPLIED AT THE RATE OF 200 POUNDS PER ACRE. FERTILIZER: COMMERCIAL FERTILIZER SHALL BE APPLIED AS FOLLOWS: NITROGEN (N) 135 POUNDS/ACRE PHOSPHORIC ACID (P205) 60 POUNDS/ACRE SOLUBLE POTASH (K20) 60 POUNDS/ACRE MULCH SHALL BE APPLIED AT THE RATE OF APPROXIMATELY 100 POUNDS PER ACRE. TOP SOIL 39. TOPSOIL SHALL BE TYPE B, CONFORMING TO WSDOT SECTIONS 8-01.3(2)B AND 9-14.1(2). THE MATERIAL SHALL BE FREE OF VEGETATIVE MATTER GREATER THAN SIX INCHES IN ANY DIMENSION. TYPE B TOPSOIL MATERIAL SHALL BE PROTECTED FROM BECOMING SATURATED. TOPSOIL MATERIAL SHALL BE PLACED A MINIMUM OF SIX INCHES IN DEPTH AS REQUIRED ON THE PLANS. THE TOP ONE INCH OF THE TOPSOIL MATERIAL SHALL BE NEATLY GRADED AND RAKED TO REMOVE ALL DEBRIS LARGER THAN THREE INCHES FROM THE FINISHED CONDITION, FINAL GRADING AND DRESS -UP WORK SHALL MEET THE SATISFACTION OF THE OWNER AND ENGINEER. MISCELLANEOUS 40. AT THE END OF ALL SITE CONSTRUCTION, THE CONTRACTOR SHALL FLUSH OUT ALL STORM LINES ASSOCIATED WITH THIS PROJECT AND REMOVE ALL DEBRIS FROM THE STORM SYSTEM. 41. FILTER FABRIC, MARAFI 14ON OR EQUAL, SHALL BE INSTALLED UNDER THE GRATES OF THE CATCH BASINS. THIS SHALL BE MAINTAINED AND CLEANED OF DEBRIS TO ALLOW STORM WATER TO ENTER THE SYSTEM. SILT FENCE AS SHOWN ON THIS PLAN SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. THE ENGINEER RESERVES THE RIGHT TO HAVE THE CONTRACTOR INSTALL, REPAIR OR MAINTAIN SILT FENCE AT LOCATIONS WHERE DIRTY STORM RUNOFF COULD IMPACT ADJOINING PROPERTIES OR WATERWAYS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO KEEP ALL SILT AND DEBRIS ON THIS SITE AND PREVENTING IT FROM GETTING INTO THE EXISTING AND PROPOSED DRAINAGE SYSTEMS. 42. WHERE EXISTING UTILITIES ARE LOCATED IN AREAS TO BE FILLED FOR LANDSCAPING OR SITE GRAVEL FILLS, THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY FOR ADJUSTMENTS. THE CONTRACTOR SHALL THOROUGHLY INSPECT ALL EXISTING UTILITIES AND COORDINATE WITH THE APPROPRIATE UTILITY FOR ANY RELOCATIONS OR ADJUSTMENTS. 43. THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND POWER AND LIGHT, GTE NORTHWEST, TO CABLEVISION, AND CASCADE NATURAL GAS FOR THE UNDERGROUND INSTALLATION OF POWER, TELEPHONE, TELEVISION, AND GAS UTILITIES. THE CONTRACTOR SHALL PROVIDE ALL UTILITY AND VAULT TRENCHING AND BACKFILLING, UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS. ALL NON-METALLIC UTILITY CONDUITS SHALL HAVE A LOCATE WIRE INSTALLED DURING CONDUIT PLACEMENT. MATERIALS TESTING, INSPECTION, AND CONSTRUCTION STAKING 44. MATERIALS TESTING SHALL BE PROVIDED BY THE PORT OF ANACORTES AND SHALL BE PERFORMED BY LICENSED PERSONNEL RETAINED TO PERFORM COMPACTION TESTS. 45. ALL TEST RESULTS SHALL MEET OR EXCEED THE SPECIFICATIONS. ALL GRAVEL AREAS THAT DO NOT MEET THE REQUIRED SPECIFICATIONS SHALL BE RECOMPACTED AND RETESTED AT NO ADDITIONAL COST TO THE OWNER. IF ACCEPTABLE TEST RESULTS CANNOT BE OBTAINED ON THE GRAVEL MATERIAL, THE CONTRACTOR SHALL REMOVE THE GRAVEL MATERIAL AND REPLACE WITH NEW GRAVEL MATERIAL THAT PROVIDES SATISFACTORY COMPACTION TEST RESULTS AT NO ADDITIONAL COST TO THE OWNER. 46. IF COMPACTION TEST RESULTS OF CLASS B ASPHALT INDICATE LESS THAN 92%, THE CONTRACTOR MAY, AT HIS EXPENSE, HAVE CORE SAMPLES TAKEN AND ANALYZED TO SUBSTANTIATE DENSITY. CLASS B ASPHALT THAT DOES NOT MEET THE REQUIRED COMPACTION SHALL EITHER BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, OR SHALL HAVE ADDITIONAL THICKNESS OR ADDITIONAL LIFTS ADDED TO EQUAL THE INTENDED DESIGN. ADDITIONAL TESTING AND ASPHALT TO COMPENSATE FOR UNACCEPTABLE COMPACTION TEST RESULTS SHALL BE THE EXPENSE OF THE CONTRACTOR. 47. CONSTRUCTION STAKING WILL BE PROVIDED BY THE OWNER ONE TIME ONLY FOR THE FOLLOWING WORK. UNLESS SPECIFIED, ALL CUT AND FILL INFORMATION WILL BE PREPARED BY THE ENGINEER ON OFFICE -GENERATED CUT SHEETS. CUT SHEETS WILL BE AVAILABLE BY 12:00 NOON ON THE FOLLOWING WORKING DAY AFTER THE DATE OF STAKING. ADDITIONAL STAKING OTHER THAN LISTED OR RESTAKING WILL BE PROVIDED TO THE CONTRACTOR AT HIS EXPENSE. EXPENSES FOR ADDITIONAL STAKING OR RESTAKING WILL BE DEDUCTED FROM THE MONIES DUE TO THE CONTRACTOR. STAKING FOR POWER, GAS, TELEPHONE, OR OFF -SITE UTILITIES WILL NOT BE PROVIDED BY THE ENGINEER. ROAD SECTIONS AND PARKING AREA A) CENTERLINE GRADES ALONG THE ROAD CENTERLINES AT 50-FOOT INTERVALS WILL BE PROIDED. B) ROAD SUBGRADE WILL BE STAKED AT 50-FOOT INTERVALS ALONG THE CENTERLINE. C) STAKES FOR THE SIDEWALK WILL BE SET AT THREE FEET FROM THE EDGE OF WALK. STAKES WILL BE SET AT 50-FOOT INTERVALS FOR STRAIGHT TANGENT SECTIONS AND AT 25-FOOT INTERVALS THROUGH VERTICAL AND HORIZONTAL CURVES. CUTS WILL BE PROVIDED FROM THE OFFSET HUBS TO THE TOP OF CURB. NO STAKES WILL BE PROVIDED FOR THE SIDEWALK OR RAMP LOCATIONS. STORM SYSTEM A) THE CENTERLINE OF CATCH BASINS WILL BE STAKED WITH TWO OFFSETS PER CATCH BASIN. OFFSET STAKES WILL BE SET AT 25-FEET, 50-FEET, AND 1EE-FOOT FOR STORM LINES IN EXCESS OF 50 FEET. THE INLET AND OUTLET ENDS OF STORM PIPES WILL BE STAKED WITH ONE OFFSET. CUTS WILL BE PROVIDED FOR PIPE INVERTS AND TOPS OF STRUCTURES. SANITARY SEWER A) THE CENTERLINE OF SANITARY MANHOLES WILL BE STAKED WITH TWO OFFSETS PER STRUCTURE. OFFSET STAKES WILL BE SET AT 25-FEET, 50-FEET AND 100-FEET FOR SANITARY SEWER LINES IN EXCESS OF 50 FEET. THE INLET ENDS OF SANITARY SEWER STUBS WILL BE STAKED WITH ONE OFFSET. CUTS WILL BE PROVIDED FOR PIPE INVERTS AND TOPS OF STRUCTURES. FORCE MAIN THE FORCE MAIN SHALL BE STAKED AR 50 FT. INTERVALS WITHJ 10 FT. OFFSET STAKES. GRADES WILL BE PROVIDED. WATERLINE A) THE CENTERLINE OF THE WATERLINE WILL BE STAKED AT 50-FOOT INTERVALS WITH NO OFFSETS. OFFSET STAKES WILL BE SET ONLY FOR BENDS, FITTINGS, AND FIRE HYDRANTS. NO VERTICAL INFORMATION WILL BE PROVIDED FOR ANY PORTION OF THE WATER SYSTEM EXCEPT THE ELEVATION OF THE FIRE HYDRANT BASE FLANGES. 49 CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL OR STATE LAWS AND REGULATORY REQUIREMENTS AND ALL SAFETY AND HEALTH REGULATIONS AND OTHER RULES. THE PORT HAS BEEN ADVISED THAT DECOMPOSITION PRODUCTS FROM WOOD WASTE BURIED ON THE PROPERTY MAY BE RELEASED UPON EXCAVATION. THESE PRODUCTS MAY INCLUDE HYDROGEN SULFIDE (H2S) AND METHANE GAS. THE CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING A HEALTH AND SAFETY PROGRAM FOR THEIR WORKERS AND ASSURING THAT APPROPRIATE PRECAUTIONS ARE TAKEN IN COMPLIANCE WITH 29 CFR 1910 AND WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES SAFETY AND CODES (WAC 296-24, 62, AND 155). SPECIFIC PROCEDURES FOR POTENTIAL CONFINED SPACE ENTRY AND TRENCHING AND EXCAVATION MUST BE ADDRESSED IN THE CONTRACTOR HEALTH AND SAFETY PROGRAM. ENGINEER I DATE SHEET DESCRIPTION SCALE.AS NOTED PROJECT DRAWING N0. Leonard, Boudinot & Skodie Inc. DRAWN BY.• DEL/WS SOUTH HARBOR PARK SPEC4.DWC PROFESSIONAL ENGINEERS & LAND SURVEYORS DESIGNED BY,• NAF/DIEL JOB NO. 603 South First Street; P.O. Box 1228 SPECIFICATIONS CHECKED BY.' JEL FOR 95037 SHEET w;(,;;?;,° Mount Vernon, WA 98273 FIELD BOOK/PAGE. PORT OF ANACORTES 1151,--::%'"' Tel: 360-336-5751 Fax: 360-336-39B1 AREVISIONS 1 BY 1 A PATE' MARCH 1995 _ of to PER PLAN NUT SHALL BE 1 1/4" PENTAGON. 0 0 CRUSHED ROCK OR NATP AS R ASPHALT SECTION NS ETER TYPICAL UTILITY TRENCH DETAIL NOTES 1. BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL BE USED AS BACKFILL IN ALL UTILITY TRENCHES UNLESS OTHERWISE APPROVED, CONFORMING TO SECTION 9-03.19 OF THE 1994 STANDARD SPECIFICATIONS. ALL TRENCH BACKFILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES AND COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY PER ASTM D-1557 TESTING. 2. PROPOSED UTILITY TRENCHES BEYOND FIVE FEET FROM THE EDGE OF ASPHALT, CONCRETE, BUILDINGS, OR HEAVY CONSTRUCTION TRAFFIC AREAS, MAY BE BACKFILLED WITH CLEAN NATIVE MATERIAL FREE OF ORGANICS AND TOPSOIL. NATIVE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY, EXCEPT THE TOP 12 INCHES WHICH SHALL BE COMPACTED TO 95 PERCENT. ALL COMPACTION TESTING SHALL CONFORM TO ASTM D-1557 PROCEDURE. 3. WITHIN GRAVEL/CRUSHED ROCK AREAS, THE TOP OF TRENCH SHALL BE NEATLY GRADED AND COVERED WITH TWO INCHES OF CRUSHED SURFACING TOP COURSE PER SECTION 9-03.9(3) OF THE 1994 STANDARD SPECIFICATIONS. IN NON -ASPHALT OR CRUSHED ROCK AREAS, THE TOP OF THE TRENCH SHALL BE NEATLY GRADED WITH 6" OF CLEAN NATIVE TOPSOIL TYPE B PER SECTION B-01.3(2)8 TO MATCH THE EXISTING AND PROPOSED CONDITIONS. 4. BEDDING AND COVER MATERIAL SHALL EXTEND 6 INCHES BELOW AND 12 INCHES ABOVE THE TOP OF PIPE. USE SAND ONLY. HAND COMPACT COVER MATERIAL TO ASSURE ADEQUATE SUPPORT UNDER THE BARREL OF THE PIPE. BEDDING AND COVER IS REQUIRED FOR ALL UTILITY TRENCHES REGARDLESS OF BACKFILL CONDITIONS, TYPICAL UTILITY TRENCH DETAIL NOT TO SCALE 2.5" PORT WITH N.S.T. /INCH �4" PUMPER PORT NO.3 I.D. MEASURED. P.C.T. AT 6 THREADS/INCH MEASURING 4.72 INCHES O.D. - 2 INCH MIN. CLASS B ASPHALT PATCH COMPACTED TO 92 PERCENT MAX. DEN- SITY, IF EXISTING ASPHALT IS GREATER - THAN 2 INCHES, IT SHALL BE REPLACED WITH AN EQUAL AMOUNT. ® ©- 4 INCHES OF CRUSHED SURFACING TOP ° " COURSE MATERIAL TO BE COMPACTED BREAKAWAY ----+ TO 95 PERCENT MAXIMUM DENSITY. 1 03 - 2 1/2. INCH MINUS BANK RUN GRAVEL ' MIN. 4" MAX. ouououououo +0000,000000 FINISHED GRADE FINISHED u°u,uououou°vou°uou,u�o„u ' GRADE u u u u u u u u O�'oo0o00°000,0 COMPACTED TO 95 PERCENT MAXIMUM 0 0 0 0 0,000000°0°00,0„0 0 0 0 0 "'�°o°0°a°o°o° DENSITY. LOOSE LIFTS SHALL NOT �o .01010 EXCEED 12 INCHES IN DEPTH. o°o°o°o°o 0000000 °0°0°0°0° 0 0 0 o r o 0 0 0 o 0 0 0 00000°00 G)- 0000 °O000 0°0°0000 o°o°o° +,0 0o00 EXISTING ASPHALT. +goo 0 0000c 10000 © ©- TACK ALL EDGES AND FACES OF EXISTING 0 �o 0 0 O °0 ALL BACKFlLL WITHIN THE RIGHT OF WAY 0 0 0 O O 'O°oo°o ASPHALT. SEAL COAT SURFACE JOINT. SHALL BE 2.25" MINUS PIT -RUN GRAVEL 000 } ¢ WITH 95% COMPACTION. 0°0 © - 1 FOOT DISTANCE MIN. _ o 0 TAR PAPER OR PLASTIC BARRIER °°0°°0 (2)- TRENCH LINE. CU. YD. GRVL.- DRAIN J°o°°o° UNDERDRAIN. ROCK ouo°o°o°ouo-u u'o°o°°0°0°0 ®- UNDISTURBED EARTH. DRAIN HOLE. J'O°0°0°0°0°0°O°O°O 0 0 0 0 0 0 0 0 O`t, u-O 0000 0 0 0 0 0 0 0 0 o O 100000000 0000000°O°O°0 0- 0 0 � 0:. 0 0 0 0 ♦ EPDXY COATED a SHOE (INSIDE ° TIE ROC AND OUTSIDE). ' ° •°•' OR MEGA LUG r CONC. THRUST •�'.D •,v:� • •� DRAIN `" ................... SAND BEDDING • " SAND BEDDING_,%*w......:i. ......:..i:iciiir BLOCKING. -' • • v'' •.v�ct',.;:c;P;.;v' ROCK iiir:.. ' -::::.:::....... ........................:..: (SEE NOTE 1) _ -"-UNDISTURBED EARTH-�hIL= UNDISTURBED EARTH - PAVEMENT PATCHING AND RESTORATION DETAIL NOT TO SCALE (HORIZONTAL) BEARING AREA OF THRUST BLOCKS IN SO. FT. FITTING SIZE CAP, TEE OR PLUG 90, BEND 45' BEND 22 1/2- BEND 11 1/4' BEND 4 4.0 4.0 2.5 1.5 1.0 6 4.5 6.0 3.5 2.0 1.0 8 7.5 10.5 6.0 3.0 1.5 10 11.0 15.5 8.5 4.5 2.5 12 15.5 22.0 12.0 6.0 3.5 14 21.0 29.5 16.0 8.5 4.5 16 27.0 38.0 20.5 10.5 5.5 18 35.0 48.5 26.5 13.5 7.0 TEE CROSS VALUES BASED ON 225 PSI WATER PRESSURE AND 2000 PSF SOIL BEARING CAPACITY. THRUST BEND BEND TYP. BLOCK NOT TO SCALE fqk [flr*`5 1) CONCRETE BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2) ALL CONCRETE TO BE CLASS 2400 3) INSTALL ISOLATION MATERIAL BETWEEN PIPE AND/OR FIT- TINGS BEFORE POURING BLOCKING. 4) CONCRETE SHALL BE KEPT CLEAR OF ALL JOINTS AND ACCESSORIES. 5) SEE TYPICAL HYDRANT SET- TING DETAILS FOR BLOCKING LOCATIONS. DETAIL %` Leonard, Boudinot & Skodje Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street; P.O. Box 1228 Mount Vernon, WA 98273 Tel: 360-336-5751 Fox: 360-336-3981 SHEET DESCRIPTION A THRUST BLOCK SHALL BE PLACED AT THE BACK OF THE HYDRANT SHOE FROM THE DITCH BOTTOM TO A POINT 3/4 OF THE WAY UP THE BACK OF THE SHOE AND "V" SHAPED 70 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 71GH7NESS BEFORE BACKFILLING. ® THE FOLLOWING HYDRANTS HAVE BEEN ACCEPTED AS A STANDARD BY THE CITY OF ANACORT£S.' MULLER (SUPER CENTURION 200) OR WA7EROUS (PACER 100) ® HYDRANTS SHALL BE SET PLUMB 70 THE FINISHED GRADE WITH THE PUMPER PORT FACING THE STREET. OT THE COLOR SPECIFICATION FOR HYDRANTS SHALL BE YELLOW AND GRAY. FIRE ANT STAB WATERLINE SPECIFICATIONS 1. MATERIALS AND INSTALLATION OF THE WATER SYSTEM SHALL CONFORM TO SECTION 7-9 THROUGH 7-15 OF THE 1994 STANDARD SPECIFICATIONS AND THE CITY OF ANACORTES REQUIREMENTS. THE CITY OF ANACORTES WATER DEPARTMENT HAS THE SAME AUTHORITY AS THE CIVIL ENGINEER REGARDING WATERLINE INSTALLATION. THE CITY OF ANACORTES SHALL APPROVE ALL WATERLINE MATERIALS PRIOR TO CONSTRUCTION. 2. WATERLINE MATERIALS SHALL CONSIST OF THE FOLLOWING: A) EIGHT -INCH WATERMANS SHALL BE CLASS 50 DUCTILE IRON CONFORMING TO SECTION 9-30.1(1) OF THE 1994 STANDARD SPECIFICATIONS, CAST IN 18-FOOT NOMINAL LENGTHS. ALL PIPE JOINTS SHALL BE NON -RESTRAINED WITH RUBBER GASKET, PUSH ON TYTON TYPE OR MECHANICAL JOINTS MEETING AWWA SPECIFICATIONS. FOUR -INCH WATERLIANS SHALL BE CLASS 52 DUCTILE IRON CONFORMING TO THE SPECIFICATIONS AS STATED. B) MEGALUG RESTRAINING GLANDS SHALL BE USED IN LOCATIONS AS INDICATED ON THE PLANS AND DETAILS AND SHALL HAVE A MINIMUM OPERATING PRESSURE OF 300 PSI. C) FITTINGS SHALL BE DUCTILE IRON OR CLASS 250 GREY IRON CONFORMING TO SECTIONS 9-30.2 AND 9-30.2(1) OF THE 1994 STANDARD SPECIFICATIONS. D) ALL PORTIONS OF THE DUCTILE -IRON WATERLINE SHALL BE WRAPPED PATH 8 MIL POLYETHYLENE PLASTIC TAPED TOGETHER AT THE JOINTS IN ACCORDANCE WITH WSDOT STANDARDS, CITY OF ANACORTES STANDARDS, AND AWWA C108. THE POLYETHYLENE PLASTIC SHALL BE WRAPPED TIGHT AGAINST THE PIPE AND TAPED AT MID -PIPE INTERVALS. E) CONCRETE THRUST BLOCKS SHALL BE CLASS 3000 PSI AND SHALL BE INSTALLED CONFORMING TO THE CITY OF ANACORTES HORIZONTAL THRUST BLOCKING DETAIL F) ALL GATE VALVES SHALL BE RESILIENT SEAT, WEDGED TYPE, GATE "0' RING PACKING, NON -RISING STEM, TWO-INCH OPERATING NUT, CONFORMING TO THE REQUIREMENTS OF THE CITY OF ANACORTES WATER DEPARTMENT. VALVE CASINGS SHALL BE INSTALLED ON ALL VALVES AND SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF ANACORTES WATER DEPARTMENT. G) ALL FIRE HYDRANTS SHALL BE MUELLER OR WATEROUS CONFORMING TO THE CITY OF ANACORTES WATER DEPARTMENT FIRE HYDRANT DETAIL AS INDICATED ON THE PLANS. 3. WATERLINE TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM OF EIGHT INCHES BETWEEN THE EDGE OF THE PIPE AND T14E TRENCH WALL. ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER TO THE COMPLETED FINISHED GRADE. ALL WATERLINES SHALL BE BED ON A MINIMUM OF SIX INCHES OF SAND AND SHALL BE COVERED WITH SAND TO A DEPTH OF 12 INCHES OVER THE TOP OF THE PIPE. THE CONTRACTOR SHALL CAREFULLY HAND COMPACT ALL COVER MATERIAL ALONG THE SIDES OF THE PIPE TO ASSURE COMPACTION UNDER THE BARREL OF THE PIPE. NATIVE MATERIAL SHALL NOT BE USED AS PIPE BEDDING, PIPE COVER, OR TRENCH BACKFILL. 4. THE BOTTOM OF WATERLINE TRENCHES SHALL HAVE A STABLE, NON -YIELDING SOIL CONDITION SUITABLE FOR SUPPORTING THE DESIGNED LOADS. WHERE THE BOTTOM OF THE WATERLINE TRENCH CONDITIONS EXHIBIT PUMPY, YIELDING CONDITIONS, THE BOTTOM OF TRENCH SHALL BE OVEREXCAVATED TO EXPOSE A FIRM, STABLE MATERIAL THE OVEREXCAVATED PORTION OF TRENCH SHALL BE BACKFILLED WITH SHOT ROCK RANGING IN SIZE FROM TWO INCH TO FOUR INCHES, MECHANICALLY COMPACTED. 5. TRENCH BACKFILL MATERIAL SHALL CONSIST OF 2-1/2 INCH MINUS GRAVEL BASE CONFORMING TO SECTION 9-03.19, PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN DEPTH AND COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 TESTING PROCEDURES. THE INITIAL LIFT OF GRAVEL BASE TRENCH BACKFILL OVER THE PIPE SHALL NOT EXCEED 18 INCHES IN LOOSE DEPTH IN ORDER TO PROTECT THE PIPE. 2-1/2 INCH MINUS GRAVEL BASE AS SPECIFIED SHALL BE USED AS TRENCH BACKFILL IN ALL TRENCHES UNDER PROPOSED ASPHALT, CONCRETE, CONSTRUCTION TRAFFIC AREAS, AND WITHIN FIVE FEET BEYOND THE PROPOSED IMPERVIOUS SURFACES. NATIVE MATERIAL SHALL NOT BE USED AS TRENCH BACKFILL 6. WHERE THE PROPOSED WATERLINE CROSSES ANY UTILITY, A MINIMUM OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE UTILITY PIPES. WATER SYSTEM SPECIFICATIONS SCALE: AS NOTED DRAWN BY DEL/b8S DESIGNED BY,HAF/DEL CHECKED BY.' JEL FIELD BOOK/PAGE,' PAT£,' MARCH 1995 NOT TO SCALE PROJECT ARD DETAIL ---------DROP COVER NTH "WATER" ON COVER. q°0°00000°n° 000000,0 O oar o AST IRON VALVE °of CASING COVER. o0 0 CAST IRON VALVE CASING. GATE VALVE. P ' THRUST BLOCK:: a o v p• v' • p •• D . 7. CONCRETE THRUST BLOCKS SHALL BE FORMED SO AS TO PROVIDE THE REQUIRED THRUST -BLOCK BEARING AREA AGAINST A NON -DISTURBED NATIVE SOIL CONDITION. THE THRUST BLOCK ABUTTING THE PIPE OR FITTING SHALL NOT OBSTRUCT ACCESS OR OPERATION OF FLANGES, NUTS, OR BOLTS. MINIMUM THRUST BLOCK DEPTH SHALL BE 12 INCHES. WHERE UNSUITABLE OR IMPORTED MATERIAL EXISTS AGAINST THE THRUST -BLOCK BEARING AREA, THE ENGINEER OR THE CITY OF ANACORTES MAY INCREASE THE SIZE OF THE THRUST -BLOCK BEARING AREA OR ADD MEGALUG RESTRAINING GLANDS AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY THRUST BLOCKING. 8. THE ENTIRE DUCTILE -IRON WATER SYSTEM SHALL BE PRESSURE TESTED WITH CHLORINATED WATER ACCORDING TO THE CITY OF ANACORIES WATER DEPARTMENT AT 225 PSI FOR A MINIMUM OF TWO HOURS. THE MAXIMUM ALLOWABLE PRESSURE LOSS DURING THE TWO HOUR TEST PERIOD SHALL BE 5 PSI. A PRESSURE TEST SHALL BE WITNESSED AND APPROVED BY THE ENGINEER OR THE CITY OF ANACORTES WATER DEPARTMENT. AT THE POINT OF CONNECTION TO THE EXISTING 8-INCH AND 6-INCH WATERLINES IN 32ND STREET & "H" AVENUE, RESPECTIVELY, THE CONTRACTOR SHALL NOT PRESSURE TEST AGAINST THE PROPOSED EIGHT -INCH OR SIX-INCH VALVE. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF ANACORTES AND SHALL INSTALL AN EIGHT -INCH DIAMETER STEEL BLIND PLATE DOWNSTREAM OF THE EIGHT -INCH HOT TAP GATE VALVE FOR PRESSURE TESTING. UPON APPROVAL OF PRESSURE TESTING, FLUSHING, CHLORINATION, AND BACTERIA TESTS, THE BLIND PLATE SHALL BE REMOVED BY THE CONTRACTOR AND THE NEW WATERLINE SHALL BE SECURED TO THE PROPOSED EIGHT -INCH HOT TAP GATE VALVE. 9. DISINFECTION, FLUSHING, AND CHLORINATION OF WATERLINE SHALL CONFORM TO SECTION 7-11 OF THE 1994 STANDARD SPECIFICATIONS AND THE CITY OF ANACORTES REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE MATH THE CITY OF ANACORTES WATER DEPARTMENT FOR ALL CHLORINATION, PRESSURE TESTING, FLUSHING, AND BACTERIA SAMPLING REQUIREMENTS. CHLORINATED WATER FLUSHED FROM THE PROPOSED WATERLINES SHALL BE DISCHARGED INTO A TANKER TRUCK OR INTO THE EXISTING SANITARY SEWER SYSTEM IF APPROVED BY THE CITY OF ANACORTES PRIOR TO THE INSTALLATION OF THE WATER SYSTEM. CHLORINATED WATER DISCHARGED INTO A TANKER TRUCK MAY BE USED FOR WATERING IMPORTED FILL MATERIALS TO THIS SITE. CHLORINATED WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM SYSTEM OR ANY SURROUNDING CREEKS, RIVERS, OR SLOUGHS. 10. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE CITY OF ANACORTES WATER DEPARTMENT PRIOR TO ANY CONSTRUCTION ON SITE. THE CONTRACTOR SHALL PROVIDE A COMPLETE MATERIALS LIST TO THE ENGINEER AND THE CITY OF ANACORTES AT THE PRECONSTRUCTION MEETING. 11. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF WATERLINE PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES AND SHALL RECORD ALL ASBUILTS AND CHANGES IN PLANS. A COPY OF THESE ASBUILT PLANS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF ANACORTES, ENGINEER, AND OWNER AT THE END OF CONSTRUCTION. DURING CONSTRUCTION, THE CITY OF ANACORTES WILL PROVIDE INSPECTION OF THE WATERLINE CONSTRUCTION AND WILL WITNESS TESTING. ALL REINSPECTION AND ADDITIONAL TEST MONITORING RESULTING FROM CORRE011ONS PERFORMED BY THE CONTRACTOR SHALL BE PROVIDED BY THE CITY OF ANACORTES AT THE CONTRACTOR'S EXPENSE. 12. THE PROPOSED EIGHT -INCH HOT TAP CONNECTION TO THE EXISTING 8-INCH AND 6-INCH WATERLINES IN 32ND STREET AND "H" AVENUE SHALL BE PERFORMED BY: SPEER TAPS UNLIMITED, ATTENTION: JOHN NORTON 309 NORTHEAST 159TH STREET SEATTLE, WA 98155 (206) 363-8053 THE CONTRACTOR IS RESPONSIBLE FOR ALL EXPENSES INCURRED BY SPEER TAPS FOR LABOR, MATERIALS, AND EQUIPMENT. ENGINEER I DATE . � 11► r� r r � PORT OF ANACORTES DRAWING NO. SPEC3.DWG JOB NO. 95037 c SHEET OF., I o I 0 0 SEWER PUMP STATION 1. REQUIREMENTS FURNISH AND INSTALL TWO FLYGT SUBMERSIBLE, EXPLOSION -PROOF, NON -CLOG WASTEWATER PUMPS. EACH PUMP SHALL BE EQUIPPED WITH TWO HP, SUBMERSIBLE ELECTRIC MOTORS CONNECTED FOR OPERATION ON 240 VOLTS, THREE-PHASE, 60 HERTZ, SEVEN -HARE SERVICE, WITH 50 FEET OF SUBMERSIBLE CABLE (SUBCAB) SUITABLE FOR SUBMERSIBLE PUMP APPLICATIONS. THE POWER CABLE SHALL BE SIZED ACCORDING TO NEC AND ICEA STANDARDS AND ALSO MEET WITH P-MSHA APPROVAL THE PUMP SHALL BE SUPPLIED WITH A MATING CAST IRON FOUR -INCH DISCHARGE CONNECTION AND BE CAPABLE OF DELIVERING 110 GPM AT 23 TDH. AN ADDITIONAL POINT ON THE SAME CURVE SHALL BE 250 GPM AT 16 FEET TOTAL HEAD. SHUT OFF HEAD SHALL BE 31 FEET (MINIMUM). EACH PUMP SHALL BE FITTED WITH TEN FEET OF SS LIFTING CHAIN OR STAINLESS STEEL CABLE. THE WORKING LOAD OF THE LIFTING SYSTEM SHALL BE 50% GREATER THAN THE PUMP UNIT WEIGHT. 2. PUMP DESIGN THE PUMPS SHALL BE AUTOMATICALLY AND FIRMLY CONNECTED TO THE DISCHARGE CONNECTION, GUIDED BY NO LESS THAN TWO GUIDE BARS EXTENDING FROM THE TOP OF THE STATION TO THE DISCHARGE CONNECTION. THERE SHALL BE NO NEED FOR PERSONNEL TO ENTER THE WET -WELL SEALING OF THE PUMPING UNIT TO THE DISCHARGE CONNECTION SHALL BE ACCOMPLISHED BY A MACHINED METAL TO METAL WATERTIGHT CONTACT. SEALING OF THE DISCHARGE INTERFACE WITH A DIAPHRAGM, O-RING OR PROFILE GASKET WILL NOT BE ACCEPTABLE. NO PORTION OF THE PUMP SHALL BEAR DIRECTLY ON THE SUMP FLOOR. 3. DUAL RAIL STATION GENERAL: CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO PROVIDE A COMPLETE PUMPING SYSTEM AS SPECIFIED HEREIN. THE RAIL SYSTEM SHALL INCLUDE TWO SUBMERSIBLE NON -CLOG SEWAGE PUMPS, DISCHARGE ELBOW WITH BASE PLATE, HYDRAULIC SEALING FLANGE ASSEMBLY WITH SEALING DIAPHRAGM, PUMP CARRIER ASSEMBLY, LIFTING CHAIN OR CABLE, ACCESS FRAME AND HATCH COVER, FLOAT MOUNTING BRACKET, CONTROL EQUIPMENT, GUIDE RAILS AND DISCHARGE PIPING. DISCHARGE BASE ELBOW WITH BASE PLATE: THE DISCHARGE ELBOW/BASE PLATE ASSEMBLY IS DESIGNED TO REST SQUARELY ON THE WET -WELL FLOOR ASSURING PERFECT ALIGNMENT AND A SMOOTH SURFACE FOR THE PUMP, THE BASE PLATE SHALL ALSO INCLUDE BOLT DOWN HOLES, A LEVELING BOLT, AND ADJUSTABLE GUIDE RAIL SUPPORTS. THE SEALING FACE OF THE BASE ELBOW SHALL BE SPRAY COATED WITH ZINC TO PROVIDE A SMOOTH, CORROSION AND ABRASION RESISTANT SURFACE. ALL FASTENERS SHALL BE 300 SERIES STAINLESS STEEL 4. CARRIER GUIDE BRACKET A FACTORY INSTALLED PUMP CARRIER GUIDE BRACKET SHALL BE FABRICATED FROM STAINLESS STEEL THE CARRIER SHALL BE MOUNTED ON THE PUMP SO THAT WHEN LIFTING OR LOWERING THERE ARE NO FORCES OR COUPLES EXERTED ON THE GUIDE RAILS. ALL FASTENERS SHALL BE 300 SERIES STAINLESS STEEL. 5. ACCESS FRAME AND DOOR A SEPARATE ACCESS FRAME ASSEMBLY SHALL BE SUPPLIED WITH A SEPARATE HINGED DOOR FOR REMOVAL OF EACH PUMP. THE FRAME ASSEMBLY AND DOOR SHALL BE EITHER STAINLESS STEEL OR ALUMINUM, WITH ALUMINUM HAVING 300 SERIES STAINLESS STEEL HINGES AND HARDWARE. THE STAINLESS STEEL DOOR SHALL BE FACTORY PAINTED WITH A CORROSION RESISTANT PAINT, AND HAVE EITHER A SANDED, SKID -PROOF COVER OR RAISED TREAD PLATE COVER. THE ALUMINUM DOOR SHALL HAVE A RAISED TREAD PLATE TO PROVIDE A SKID - PROOF SURFACE. AS A SAFETY PRECAUTION, EACH PUMP SHALL BE PROVIDED WITH A SEPARATE DOOR SO AS TO LIMIT ACCESS TO THE WET -WELL, LOAD RATING SHALL BE H2O. THE FRAME SHALL SUPPORT THE FLOAT MOUNTING BRACKET. A RECESSED HANDLE SHALL BE PROVIDED WITH EACH DOOR, AS WELL AS A SAFETY LATCH TO HOLD HE DOOR IN AN OPEN POSITION. 6. PRESSURE TRANSDUCER BRACKET A PRESSURE TRANSDUCER MOUNTING BRACKET SHALL BE PROVIDED WITH STRAIN RELIEFS THAT SUPPORT AND HOLD THE LEVEL CONTROL CORD. CONTINUOUS CORDS ARE TO RUN FROM PUMP(S) AND LEVEL CONTROLS TO A CONTROL PANEL OR JUNCTION BOX. NO SPLICES SHALL BE MADE IN THE WIRING. THE BRACKET SHALL BE FABRICATED FROM STAINLESS STEEL, AND ATTACHED TO THE ACCESS FRAME WITH 300 SERIES STAINLESS STEEL FASTENERS. A DIELECTRIC SPACER SHALL BE INSTALLED WHEN BOLTING TO AN ALUMINUM ACCESS FRAME. 7. GUIDE RAIL THE DUAL RAIL DESIGN KEEPS THE PUMP IN PROPER ALIGNMENT WITH THE STATIONARY DISCHARGE PIPING. THE RAIL SHALL BE 2" GALVANIZED OR STAINLESS STEEL PIPE AND POSITIONED ON EACH SIDE OF THE PUMP SO THAT NO WEIGHT OF THE PUMP BEARS ON THE RAILS AT ANY TIME. 8. PIPING PIPING SHALL INCLUDE ONE (1) BALL CHECK VALVE WITH OUTSIDE LEVER AND SPRING, ONE (1) PLUG VALVE AND ALL THE NECESSARY GASKETS, STRAIGHT PIPE, BRACKETS, ELBOWS, TEES AND FITTINGS. ALL PIPING SHOULD BE COATED WITH COAL TAR EPDXY OR EQUAL FOR CORROSION RESISTANCE. WHERE PIPING PASSES THROUGH A WALL, WELDING OR SEALING CONCRETE SHALL BE USED TO MAKE A WATERTIGHT JOINT. 9. DUPLEX CONTROL PANEL IT IS THE INTENTION THAT THIS SPECIFICATION SHALL COVER A COMPLETE ELECTRICAL LIFT STATION PUMP CONTROL SYSTEM AS HEREINAFTER DESCRIBED AND ALL NECESSARY APPURTENANCES WITH MIGHT NORMALLY BE CONSIDERED A PART OF THE COMPLETE ELECTRICAL SYSTEM FOR THIS INSTALLATION. ALL OF THE AUTOMATIC CONTROL EQUIPMENT IS TO BE SUPPLIED BY ONE MANUFACTURER. IT SHALL BE FACTORY ASSEMBLED, WIRED, AND TESTED AND COVERED BY COMPLETE ELECTRICAL DRAWINGS AND INSTRUCTIONS. THE CONTROL SYSTEM DESCRIBED HEREAFTER IS A BULLETIN D152/F10O CONTROL SYSTEM AS MANUFACTURED BY CONSOLIDATED ELECTRIC COMPANY OF ST. PAUL, MN. THE NAMING OF A MANUFACTURER OF EQUIPMENT IN THIS SPECIFICATION IS NOT INTENDED TO ELIMINATE COMPETITION OR PROHIBIT QUALIFIED MANUFACTURERS FROM OFFERING EQUIPMENT. RATHER, THE INTENT IS TO ESTABLISH A STANDARD OF EXCELLENCE FOR THE MATERIAL USED, AND TO INDICATE A PRINCIPLE OF OPERATION DESIRED. THE CONTRACTORS BID SHALL BE BASED ON THE USE OF CONSOLIDATED ELECTRIC EQUIPMENT. UNLESS THE BIDDER CLEARLY INDICATES IN HIS BID THAT HE IS OFFERING AN EQUAL PRODUCT APPROVED BY THE ENGINEER VIA A PRE -BID SUBMITTAL, HIS BID SHALL BE CONSIDERED AS PROVIDING THE BRAND NAME PRODUCT REFERENCED IN THE SPECIFICATIONS ABOVE. IT IS IMPORTANT FOR ALL BIDDING CONTRACTORS TO NOTE THAT IF ALTERNATE PROPOSALS BASED ON SUBSTITUTED SYSTEMS ARE TO BID, THEY MUST BE PREQUALIFIED BY THE CONSULTING ENGINEER FIFTEEN (15) DAYS IN ADVANCE OF THE BID DATE. IN THE EVENT A PREQUALIFIED SYSTEM IS INSTALLED BY THE CONTRACTOR AND DOES NOT MEET THE SPECIFIED INTENT OF THIS SPECIFICATION WITH REGARD TO RELIABILITY, EFFICIENCY, FUNCTIONAL CAPABILITY, OR OTHER SYSTEM PARAMETERS, THE ALTERNATE SYSTEM MAY BE REJECTED BY THE ENGINEER AND MUST BE REPLACED WITH THE CONSOLIDATED ELECTRIC SYSTEM ORIGINALLY SPECIFIED. THIS OPTION MAY BE EXERCISED BY THE OWNER OR THE ENGINEER AT ANY TIME DURING THE PROJECT TENURE. PROJECT TENURE IS DEFINED AS BEGINNING THE DATE THE PROJECT BIDS AND ENDING ON THE DATE THE SYSTEM HAS OPERATED SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE. SIGNAL CONDITIONING, SETPOINT, CONTROL, ALTERNATION, LOGIC FUNCTION, TRANSDUCER, ALARM, AND ALL OTHER CONTROL FUNCTIONS SHALL BE PERFORMED BY SOLID-STATE MODULES WHICH SHALL BE STANDARD CATALOG ITEMS OF THE SYSTEM MANUFACTURER, WITH PROVEN FIELD PERFORMANCE. AT LEAST ONE MODULE OF EACH TYPE USED IN THE SYSTEM SHALL BE STOCKED BY THE SYSTEM MANUFACTURER FOR SYSTEM EXPANSIONS OR RENEWAL PARTS PURPOSES. THE MODULES SHALL BE OF A COMPATIBLE, INTEGRATED CONTROL FAMILY WITH A FULL RANGE OF CONTROL/PROTECTIVE/ALTERNATION/ TELEMETRY CAPABILITIES AND ASSOCIATED HOUSINGS, ENCLOSURE SYSTEM AND APPURTENANCES TO PERFORM A VARIETY OF FUNCTIONS REQUIRED BY THIS PROJECT AND FORESEEABLE EXPANSION. IT IS THE INTENTION OF THIS SPECIFICATION TO DISALLOW NON-STANDARD, "ONE OF A KIND," EXPERIMENTAL, UNPROVEN COMBINATIONS OF EQUIPMENT. THE LEVEL TRANSDUCER SHALL BE STANDARD PRODUCTS MANUFACTURED BY THE CONTROL SUPPLIER IN ORDER TO ASSURE ONE SOURCE RESPONSIBILITY, READY AVAILABILITY, PROPER SYSTEM INTERCONNECTIONS AND RELIABLE, LONG-TERM OPERATION. 10. PRE -SUBMITTAL INFORMATION PRESUBMITTAL DATA SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING REQUIREMENTS TO BE SUBMITTED TO THE ENGINEER NOT LESS THAN 15 DAYS PRIOR TO BID DATE: A. FULL DESCRIPTION AND PERFORMANCE DATA ON ALL SUBSTITUTE ITEMS PROPOSED WITH REFERENCES FOR VERIFICATION OF PERFORMANCE FOR SUCH EQUIPMENT ALREADY IN SERVICE, ALL DATA IN TRIPLICATE. B. DETAILED DESCRIPTION OF HOW THE PROPOSED SUBSTITUTE DIFFERS FROM THAT SPECIFIED INCLUDING BUT NOT LIMITED TO MATERIALS OF CONSTRUCTION, FABRICATION, OPERATION, WARRANTY, SERVICE, CORROSION PROTECTION, POWER CONSUMPTION, MAINTENANCE REQUIREMENTS, ETC. C. DETAILED DISCUSSION OF WHY THE PROPOSED SUBSTITUTE IS EQUAL OR SUPERIOR TO THAT SPECIFIED IN MATERIAL OF CONSTRUCTION, FABRICATION, OPERATION, WARRANTY, SERVICE, CORROSION PROTECTION, POWER CONSUMPTION, MAINTENANCE REQUIREMENTS. ETC. D. TRACINGS AND FOUR COPIES OF REVISED PRINTS REFLECTING IN DETAIL ANY AND ALL CHANGES IN ARRANGEMENTS FOR MATERIALS, EQUIPMENT, PIPING, FABRICATION, ERECTION, MAINTENANCE, POWER SUPPLY, ETC. E. NAME AND TELEPHONE NUMBER OF PERSON(S) TO CONTRACT TO ANSWER QUESTIONS OR SUPPLY ADDITIONAL INFORMATION. FAILURE TO NAME AN APPROVED MANUFACTURER IN EACH SPACE PROVIDED IN THE PROPOSAL, WILL CONSTITUTE GROUNDS FOR DECLARING THE BID IRREGULAR, OR IF THE OWNER CHOOSES, WILL GIVE THE PREROGATIVE OF EQUIPMENT SELECTION SOLELY TO THE OWNER. IF MORE THAN ONE MANUFACTURER IS NAMED IN ANY SPACE IT WILL DECLARE THAT THE BIDDER HAS NO PREFERENCE AND WILL GIVE THE PREROGATIVE OF EQUIPMENT SELECTION SOLELY TO THE OWNER. 11. FIELD SUPERVISION THE SERVICES OF A FACTORY TRAINED, QUALIFIED REPRESENTATIVE SHALL BE PROVIDED TO INSPECT THE COMPLETED INSTALLATION, MAKE ALL ADJUSTMENT NECESSARY TO PLACE THE SYSTEM IN TROUBLE -FREE OPERATION AND INSTRUCT THE OPERATING PERSONNEL IN THE PROPER CARE AND OPERATION OF THE EQUIPMENT. 12. GUARANTEE ALL EQUIPMENT SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER'S FINAL INSPECTION AND ACCEPTANCE TO THE EFFECT THAT ANY DEFECTIVE EQUIPMENT SHALL BE REPAIRED OR REPLACED WITHOUT COST OR OBLIGATION TO THE OWNER. 13. CONTROL SYSTEM AND CONTROL PANEL A. INTENT OF SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, INSTALL "CONSOLIDATED ELECTRIC" EQUIPMENT AND PLACE INTO OPERATION A PUMP CONTROL CENTER DESIGNED TO AUTOMATICALLY OPERATE THE PUMPS AS DESCRIBED HEREIN. THE PUMPS WILL OPERATE IN A SPECIFIED SEQUENCE, IN RESPONSE TO VARIATIONS IN THE LIQUID LEVEL. THE CONTROL EQUIPMENT SHALL BE MANUFACTURED BY A U.L. APPROVED SHOP. B. WIRING. ALL WIRING SHALL HAVE NOT LESS THAN 600 VOLT INSULATION WITH ALL POWER WIRING AND BUS SHALL BE IN COMPLETE CONFORMITY WITH THE NATIONAL ELECTRIC CODE AND STATE AND LOCATED AND NEMA ELECTRICAL STANDARDS. CONTROL WIRING SHALL BE COLOR CODED. ALL JOB CONNECTIONS REQUIRED TO CONVENIENTLY REPLACE CONTROL COMPONENTS SHALL BE MADE AT APPROVED TYPE TERMINAL BLOCKS WITH ENGRAVED BAKELITE MARKER STRIPS OR SIMILAR APPROVED MEANS. C. U.L. APPROVAL. THE CONTROL PANELS SHALL BE CONSTRUCTED IN COMPLIANCE WITH UNDERWRITER'S LABORATORIES INDUSTRIAL CONTROL PANELS LISTING AND FOLLOWING -UP SERVICE, UTILIZING U.L. LISTED AND RECOGNIZED COMPONENTS WHERE APPLICABLE. THE CONTROL PANELS SHALL BEAR THE UNDERWRITER'S LABORATORY LISTED SERIALIZED LABEL. D. POWER SUPPLY, METERING AND MAIN DISCONNECT. THE SERVICE POLE AND METERING WILL BE PROVIDED BY THE CONTRACTOR. (A U.L. RATED MAIN DISCONNECT SNATCH,) CONDUIT AND WIRING BETWEEN THE POWER COMPANY TERMINATION AND THE LIFT STATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE POWER SUPPLY WILL BE (240 VOLTS, 3 PHASE, 7 WIRE, 60 HERTZ). E. ENCLOSURE THE DESCRIBED EQUIPMENT SHALL BE HOUSED IN A GASKETED NEMA 1 ENCLOSURE APPROXIMATELY 24" WIDE, 30" HIGH, B" DEEP. THE ENCLOSURE SHALL BE CONSTRUCTED OF NOT LESS THAN 14 GAUGE COLD ROLLED STEEL. THE ENCLOSURE SHALL BE PHOSPHATIZED BEFORE PAINTING. IT SHALL HAVE AN ANSI 61 GRAY POLYESTER POWDER INTERIOR AND EXTERIOR COATING. ALL DOOR COMPONENTS SHALL BE NEMA 1. ALL MAJOR COMPONENTS AND SUB -ASSEMBLIES SHALL BE IDENTIFIED AS TO FUNCTION WITH LAMINATED, ENGRAVED BAKELITE NAMEPLATES, OR SIMILAR APPROVED MEANS. THE FOLLOWING DESCRIBED EQUIPMENT SHALL BE FURNISHED FOR EACH OF THE CONTROL SYSTEMS REQUIRED AND MATCHED TO THE SPECIFIC PUMPING STATION EQUIPMENT: F. AUTO CONTROL 1. ALL CONDUITS, FITTINGS, OR CONNECTIONS SHALL ENTER THE ENCLOSURE THROUGH THE BOTTOM ONLY FOR ANY OUTDOOR ENCLOSURE. 2. INCOMING POWER TERMINAL BLOCK LOCATED AT THE BOTTOM OF THE ENCLOSURE TO FACILITATE BOTTOM CONDUIT ENTRY AND TO INSURE SOUND ELECTRICAL INTEGRITY OF THE INCOMING POWER CONNECTIONS. 3. LIGHTNING ARRESTOR A LIGHTNING ARRESTOR SHALL BE SUPPLIED IN THE CONTROL AND CONNECTED TO EACH LINE OF THE INCOMING SIDE OF THE POWER INPUT TERMINALS. THE ARRESTOR SHALL PROTECT THE CONTROL AGAINST DAMAGE DUE TO LIGHTNING STRIKES ON THE INCOMING POWERLINE. 4 PHASE FAILURE PROTECTION A PHASE-LOSS/UNBALANCE/REVERSAL AND UNDER -VOLTAGE PROTECTION ASSEMBLY WITH ADJUSTABLE NOMINAL VOLTAGE SETTING SHALL BE PROVIDED. MATH THREE EXTRACTOR TYPE LINE VOLTAGE FUSES. THIS DEVICE SHALL DROP -OUT PUMPS IF ALL PHASES DROP BELOW 90% OR IF ONE PHASE DROPS BELOW 80-83% NOMINAL VOLTAGE. THIS DEVICE SHALL HAVE A NOMINAL 1/2 SECOND DROPOUT DELAY AND ADJUSTABLE RESTORATION TIME DELAY OF UP TO FIVE MINUTES. 5. CIRCUIT BREAKERS AND MOTOR STARTERS A THERMAL MAGNETIC CIRCUIT BREAKER SHALL BE SUPPLIED AS BRANCH CIRCUIT PROTECTION FOR EACH PUMP MOTOR. THE CIRCUIT BREAKER MUST HAVE A MINIMUM AMPERE INTERRUPTING CAPACITY OF (10,000-240 VOLT) (14,000-480 VOLT) SYMMETRICAL RMS AMPS. THE CIRCUIT BREAKERS SHALL BE OPERABLE THROUGH THE OPERATORS DOOR OF THE ENCLOSURE. A NEMA RATED FULL -VOLTAGE ACROSS THE LINE MAGNETIC MOTOR STARTER WITH AMBIENT - COMPENSATED, QUICK -TRIP CLASS 10 OVERLOAD SENSING IN EACH PHASE TO PROVIDE OVER CURRENT AND RUNNING PROTECTION SHALL BE PROVDED FOR EACH PUMP MOTOR. DOOR MOUNTED OVERLOAD RESET PUSH BUTTONS SHALL BE PROVIDED. 120 VAC CONTROL POWER FOR EACH MOTOR STARTER COIL AND H-O-A SELECTOR SWITCH SHALL BE PROVIDED THROUGH A PROPERLY SIZED FUSE (AND TRANSFORMER IF 120 VAC LINE POWER IS NOT AVAILABLE). PUMP HP CB SIZE MS SIZE CONTROLLED BY NO. 1 2 HP -_ AMP SIZE LEVEL NO. 2 2 HP --- AMP SIZE LEVEL 6. A CONTROL POWER CIRCUIT BREAKER SHALL BE PROVIDED AND OPERABLE THROUGH THE INNER DOOR OF THE CONTROL PANEL TO PROVIDE A DISCONNECT MEANS AND SHORT CIRCUIT PROTECTION FOR ANY 120 VAC (OR LESS) DEVICES NOT POWERED FROM MOTOR STARTER CIRCUITS. 7. SWITCHES AND LIGHTS A 1-3/16" DIAMETER AND "HANDS -OFF -AUTO 3 POSITION, ROTARY, OIL TIGHT, HEAVY DUTY TYPE SELECTOR SNATCH SHALL BE FURNISHED FOR EACH PUMP. AN INNER DOOR MOUNTED, 1" DIAMETER OIL TIGHT PILOT LIGHT OPERATED FROM A RESPECTIVE STARTER AUXILIARY CONTACT, SHALL BE PROVIDED TO INDICATE A "PUMP RUNNING" CONDITION. THE INDEPENDENT ALARM/CONTROL PANEL EQUIPMENT SHALL BE DESIGNED TO UL508 INDUSTRIAL CONTROL PANEL STANDARDS AND SHALL INCORPORATE A 120 VAC INPUT TRANSFORMER WITH TRANSIENT PROTECTION, A FUSED PRIMARY AND A DC POWER SUPPLY WITH LIMITED 24 VDC TO SUPPLY THE LEVEL SENSING FLOAT CIRCUIT(S). THE CONTROL SHALL BE USED HERE WITH A SINGLE HIGH LEVEL FLOAT SWITCH ARRANGED IN THE WET WELL AT A HIGHER ELEVATION THAN THE NORMAL OPERATING RANGE OF THE PRIMARY CONTROL AND ALARM. THE FLOAT SWITCH SHALL BE MOUNTED IN THE WET PIT IN ACCORDANCE MATH MANUFACTURERS INSTRUCTIONS OR AS SHOWN ON THE PLANS. THE FRONT FACE OF THE CONTROLLER SHALL INCORPORATE AN EXTRACTOR TYPE FUSE HOLDER, A HIGH LEVEL ALARM LED, A LOW LEVEL TURN-OFF LED, A REDUNDANT CONTROL LED AND A TIME ADJUSTMENT MATH A 0 TO 5 MINUTE RANGE. UPON THE OCCURRENCE OF A HIGH LEVEL CONDITION SENSED BY THE HIGH ALARM FLOAT, THE UPPER RED LED SHALL LIGHT, A FORM C SPDT ALARM OUTPUT CONTACT CIRCUIT SHALL TRANSFER TO OPERATE THE SPECIFIED ALARM DEVICES AND TWO (2) FORM A, NORMALLY -OPEN, REDUNDANT CONTROL CIRCUITS SHALL CLOSE TO PROVIDE REDUNDANT PUMP OPERATION. THESE CONTROL CIRCUITS SHALL BE WIRED IN PARALLEL WITH THE PRIMARY CONTROL SYSTEM TWO -WIRE CONTROL CIRCUITS TO PROVIDE A REDUNDANT CAPABILITY. AS THE LEVEL RECEDES FROM THE HIGH LEVEL FLOAT THE ALARM CONTACT SHALL RETURN TO ITS NORMAL STATE; HOWEVER, THE REDUNDANT CONTROL CONTACTS ARE TO CONTINUE TO OPERATE UNTIL THE TIME PERIOD SETTING OF THE OFF -DELAY TIMER. AFTER THAT TIME INTERVAL (WHICH IS TO COMMENCE FOLLOWING THE LOWERING OF THE HIGH LEVEL FLOAT( THE CONTROL RELAY CONTACTS ARE TO RE -OPEN. A LOWER -TURN-OFF FLOAT SENSOR CIRCUIT SHALL ALLOW A SECOND FLOAT TO BE OPTIONALLY INSTALLED AND ACT TO TURN OFF THE REDUNDANTLY -CONTROLLED PUMPS UPON A FALLING LEVEL RATHER THAN USING THE OFF - DELAY TIMER FEATURE. THE REDUNDANT CONTROL/ALARM CAPABILITY SHALL BE COMPLETELY INTEGRATED IN THE SPECIFIED CONTROL PANEL AND SYSTEM AS DESCRIBED AND IN ACCORDANCE WITH ALL APPLICABLE CODES AND JOB REQUIREMENTS. y' "`� _ Leonard, Boudinot & Skodie Inc. ®® PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street: P.O. Box 1228 Mount Vernon, WA 98273 iaaua os'-'�' Tel: 360-336-5751 Fax: 360-336-3981 SHEET DESCRIPTION 8. A CONTROL POWER CIRCUIT BREAKER SHALL BE PROVIDED AND OPERABLE THROUGH THE INNER DOOR OF THE CONTROL PANEL TO PROVIDE A DISCONNECT MEANS AND SHORT CIRCUIT PROTECTION FOR ANY 120 VAC (OR LESS) DEVICES NOT POWERED FROM MOTOR STARTER CIRCUITS. 9. CONDENSATION PROTECTIVE HEATER A 100 WATT, 120 VAC CONDENSATION PROTECTIVE HEATER AND HIGH TEMPERATURE CUTOUT THERMOSWITCH SHALL BE SUPPLIED IN THE CONTROL PANEL. 10. RUNNING TIME METERS A RUNNING TIME METER MEASURING HOURS AND TENTHS OF HOURS OF OPERATION UP TO 99999.9 HOURS SHALL BE FURNISHED FOR EACH PUMP MOTOR INDICATED. THIS SHALL BE A 120 VOLT AC DEVICE OPERATING FROM THE CONTROL VOLTAGE BY AN AUXILIARY CONTACT OF THE MOTOR STARTER. 11. LIQUID LEVEL PUMP/ALARM CONTROLLER THIS SPECIFICATION IS INTENDED TO COVER A COMPLETE AND OPERATIONAL AUTOMATIC PUMP AND ALARM CONTROL SYSTEM THAT RESPONDS TO THE WET WELL LEVEL EXCURSIONS. THE CONTROLLER SHALL RECEIVE THE WET WELL LEVEL SIGNAL FROM THE LEVEL TRANSDUCER, DISPLAY IT ON A 4" LED BAR GRAPH ON THE FACE OF THE CONTROLLER, GRAPHICALLY DISPLAY EIGHT LEVEL ADJUSTMENTS FOR AUTOMATIC PUMP CONTROL AND ABNORMAL LEVEL ALARM IN A COORDINATED ARRANGEMENT WITH THE LEVEL DISPLAY AND PROVIDE AUTOMATIC OPERATION OF THE STATION PUMPS AND ALARMS AS SPECIFIED HEREIN. THE PUMP -ALARM CONTROLLER SHALL ACCEPT A SINGLE, LEVEL -PROPORTIONAL ANALOG INPUT SIGNAL (1-5 VDC, 4-20 MADC, 1-6VDC) AND PROVIDE LEVEL -DIFFERENTIAL AUTOMATIC OPERATION OF THE PUMPS AND ALARMS. THE CONTROLLER SHALL DISPLAY THE SENSED CONTROL LEVEL ON A 40-SEGMENT LED BAR GRAPH DISPLAY. THE LEVEL SHALL BE DISPLAYED IN A (0-10) FOOT RANGE WITH (3") RESOLUTION. THE CONTROLLER SHALL OPERATE DIRECTLY WITH THE LEVEL SENSING TRANSDUCER. THE CONTROLLER SHALL INCLUDE TRANSDUCER EXCITATION VOLTAGE REGULATION, SIGNAL SPANNING AND OFFSETTING AND ADJUSTABLE "QUELLING" (RATE -OF -CHANGE LIMITING). DIRECTLY ALIGNED WITH THE CALIBRATED LED BAR GRAPH DISPLAY SHALL BE 8 VERTICAL RECEPTACLES WITH PROGRAMMING PINS AND ADJACENT RANGE SCALES TO MATCH THE CALIBRATED BAR GRAPH GIVING FULL -RANGE, LEVEL -DIFFERENTIAL, ON/OFF OPERATION OF PUMPS AND ALARMS FROM THE SENSED LEVEL EXCURSION. THE RECEPTACLES AND PROGRAMMING PINS SHALL BE GOLD-PLATED TO INSURE RELIABLE, LONG-TERM OPERATION. EACH OF THE DIFFERENTIAL PUMP CONTROL CIRCUITS SHALL BE PROGRAMMABLE WITH A "PUMP -DOWN" CAPABILITY. THE LEFT RECEPTACLE OF EACH CONTROL STAGE SHALL RECEIVE THE LOW LEVEL (TURN-OFF) PROGRAMMING PIN. THE RIGHT RECEPTACLE SHALL RECEIVE THE HIGH LEVEL (TURN -ON) PROGRAMMING PIN. STAGES 3 AND 4 OF THE CONTROLLER SHALL BE LABELED LOW LEVEL ALARM AND HIGH LEVEL ALARM AND SHALL BE USED TO PROVIDE ADJUSTABLE DIFFERENTIAL LEVEL -RESPONSIVE ALARM OUTPUTS. THE ARRANGEMENT OF THE LEVEL AND PROGRAMMING DISPLAY WITH AN INTEGRAL WET WELL LEVEL SCALED MYLAR OVERLAY SHALL ALLOW EASY SETTING AND VIEWING OF ALL CONTROL ADJUSTMENTS FROM THE FRONT OF THE CONTROLLER MOUNTED ON THE INNER DOOR OF THE ENCLOSURE. A FRONT MOUNTED L.E.D. INDICATOR SHALL BE PROVIDED IN CONJUNCTION WITH EACH DIFFERENTIAL CONTROL/ALARM STAGE TO SHOW WHEN THE STAGE OUTPUT IS ACTIVATED, THE LIQUID LEVEL OF THE WET WELL SHALL BE SENSED BY A CONSOLIDATED ELECTRIC COMPANY BULLETIN A1000, MODEL 157GSCL SUBMERSIBLE LEVEL TRANSDUCER. THE TRANSDUCER SHALL BE A 3-MARE TYPE TO OPERATE FROM A SUPPLY VOLTAGE OF 10.5 TO 24 VDC AND PRODUCE AN INSTRUMENTATION SIGNAL IN DIRECT PROPORTION TO THE MEASURED LEVEL EXCURSION OVER A FACTORY -CALIBRATED RANGE OF ZERO TO TEN FEET OF WATER. THE TRANSDUCER SHALL BE OF THE SOLID-STATE HEAD -PRESSURE SENSING TYPE, SUITABLE FOR CONTINUOUS SUBMERGENCE AND OPERATION AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THE BOTTOM DIAPHRAGM FACE OF THE SENSOR SHALL BE INSTALLED SIX INCHES ABOVE THE FLOOR. THE SENSOR SHALL BE MOUNTED USING A STAINLESS STEEL CABLE SYSTEM IN A LOCATION AND AS SHOWN ON THE JOB PLANS. THE TRANSDUCER HOUSING SHALL BE FABRICATED OF TYPE 316 STAINLESS STEEL WITH A BOTTOM DIAPHRAGM 2-5/8" DIAMETER OF HEAVY-DUTY, LIMP, FOUL -FREE, MOLDED TEFLON (TM) BONDED TO A SYNTHETIC RUBBER BACK/SEAL. A HYDRAULIC FILL LIQUID BEHIND THE DIAPHRAGM SHALL TRANSMIT THE SENSED PRESSURE TO A SOLID-STATE VARIABLE -CAPACITANCE TRANSDUCER ELEMENT TO CONVERT THE SENSED PRESSURE TO A CORRESPONDING ELECTRICAL VALUE. THE SENSED MEDIA SHALL EXERT ITS PRESSURE AGAINST THE DIAPHRAGM WHICH FLEXES MINUTELY SO AS TO VARY THE PROXIMITY BETWEEN AN INTERNAL CERAMIC DIAPHRAGM AND A CERAMIC SUBSTRATE TO VARY THE CAPACITANCE OF AN ELECTRICAL FIELD CREATED BETWEEN THE TWO SURFACES. A STABLE, HYBRID, OPERATIONAL AMPLIFIER ASSEMBLY SHALL BE INCORPORATED IN THE TRANSDUCER TO EXCITE AND DEMODULATE THE SENSING MECHANISM. THE TRANSDUCER SHALL INCORPORATE LASER -TRIMMED, TEMPERATURE COMPENSATED, HIGH QUALITY COMPONENTS AND CONSTRUCTION TO PROVIDE A PRECISE, RELIABLE, STABLE OUTPUT SIGNAL DIRECTLY PROPORTIONAL TO THE SENSED PRESSURE OVER A FACTORY -CALIBRATED RANGE. THE TRANSDUCER ELEMENT SHALL INCORPORATE HIGH OVER-PP.FSSURE PROTECTION AND BE DESIGNED TO WITHSTAND INTERMITTENT OVERPRESSURES FIVE TIMES THE FULL SCALE RANGE BEING SENSED*. METALLIC DIAPHRAGMS SHALL NOT BE ACCEPTABLE IN THAT THEY ARE SUBJECT TO DAMAGE OR DISTORTION. SENSING PRINCIPLES EMPLOYING LVDTS, RESISTIVE OR PNEUMATIC ELEMENTS SHALL NOT BE ACCEPTABLE. THE TRANSDUCER/TRANSMITTER SHALL INCLUDE EASILY ACCESSIBLE OFFSET AND SPAN ADJUSTMENTS IN THE UPPER ASSEMBLY. SPAN SHALL BE ADJUSTABLE FROM 100% DOWN TO 15% OF THE SENSOR RANGE. FINE AND COARSE ADJUSTMENTS FOR BOTH SPAN AND OFFSET SHALL BE PROVIDED, USING 25-TURN POTENTIOMETER. OFFSET AND SPAN ADJUSTMENTS SHALL BE NON -INTERACTIVE, FOR EASE OF CALIBRATION. THE INTERNAL PRESSURE OF THE LOWER TRANSDUCER ASSEMBLY SHALL BE RELIEVED TO ATMOSPHERIC PRESSURE THROUGH A HEAVY-DUTY URETHANE JACKETED HOSE/CABLE ASSEMBLY AND A SLACK PVC BELLOWS MOUNTED IN THE NEMA 4X VENTED FIBERGLASS UPPER ASSEMBLY. THE SEALED BREATHER SYSTEM SHALL COMPENSATE FOR VARIATIONS IN BAROMETRIC PRESSURE AND EXPANSION AND CONTRACTION OF AIR DUE TO TEMPERATURE CHANGES AND ALTITUDE AS WELL AS PREVENT FOULING FROM MOISTURE AND OTHER CORROSIVE ELEMENTS. THE TRANSDUCER ASSEMBLY SHALL BE INSTALLED WHERE DIRECTED BY THE ENGINEER AND CONNECTED WITH OTHER SYSTEM ELEMENTS AND PLACED IN SUCCESSFUL OPERATION. IT SHALL BE PROVIDED NTH INPUT POWER AND OUTPUT SIGNAL TRANSIENT PROTECTION, ASSOCIATED CONTROL ELEMENTS AS SPECIFIED HEREIN AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 14. MOUNTING METHOD CABLE SUSPENSION MOUNTING KIT THE SENSOR SHALL BE SUSPENSION -MOUNTED USING A CONSOLIDATED ELECTRIC COMPANY CABLE SUSPENSION MOUNTING KIT OR EQUIVALENT, CONSISTING OF A 2' LONG 1-INCH NPT TYPE 316 SS PIPE WITH COUPLING, BOLT, CABLE CLAMPS AND HARDWARE ALONG WITH THE REQUIRED LENGTH OF 1/8 INCH DIAMETER 7 X 19 SS CABLE. 15. INTRINSICALLY -SAFE WIRING BARRIER PROVIDE AN INTRINSICALLY SAFE BARRIER TO RENDER THE LEVEL SENSING TRANSDUCER SUITABLE FOR USE IN CLASS 1, DIVISION 1 GROUPS A. B, C, AND D. CLASS 2, DIVISION 1, GROUPS E, F, AND G, AND CLASS 3, DIVISION 1 HAZARDOUS LOCATIONS. 16. MANUAL TRANSFER SWITCH (SELECT EITHER A) OR B). THE CONTROL PANEL SHALL INCLUDE A MANUAL TRANSFER SWITCH. THE TRANSFER SWITCH SHALL ALLOW THE CONTROL PANEL TO BE POWERED BY EITHER COMMERCIAL POWER OR THE PORTABLE EMERGENCY POWER GENERATOR. THE MANUAL TRANSFER SWITCH SHALL BE OPERABLE FROM THE CONTROL PANEL INNER DOOR. THE TRANSFER SWITCH SHALL BE PADLOCKABLE IN EITHER THE "COMMERCIAL POWER" OR "EMERGENCY POWER" MODE. THE COMMERCIAL POWER INPUT TO THE MANUAL TRANSFER SWITCH SHALL BE U.L. SERVICE ENTRANCE RATED. THE TRANSFER SWITCH SHALL PROVDE AN INCOMING POWER DISCONNECT MEANS AND SHORT CIRCUIT/OVERCURRENT PROTECTION FOR THE CONTROL PANEL EQUIPMENT. THE GENERATOR RECEPTACLE_ SHALL BE MANUFACTURED BY ____ MODEL NO. RATED AT AMPERES. IT SHALL BE WEATHERPROOF AND MOUNTED ON THE SIDE OF THE ENCLOSURE BY THE PANEL MANUFACTURER. SEWER PUMP STATION SPECIFICATIONS SCALE. DRAWN Br - DESIGNED BY.• CHECKED BY.• FIELD BOOK/PAGE.• DATE• 17, OVER -TEMPERATURE PUMP PROTECTION OVER -TEMPERATURE PROTECTION SHALL BE PROVIDED IN THE CONTROL PANEL TO OPERATE IN CONJUNCTION WITH THE OVER -TEMPERATURE SNATCH IN EACH PUMP MOTOR. THE CONTROL SHALL PROVIDE PUMP LOCKOUT OF OPERATION UPON OCCURRENCE OF HIGH TEMPERATURE. THE CIRCUITRY SHALL ALSO INCLUDE A YELLOW FAILURE INDICATING LIGHT AND RESET PUSHBUTTON ON THE INNER PANEL FOR EACH PUMP FOR ALARM INDICATION AND MANUAL RESET CAPABILITY. 18. PUMP SEAL FAILURE ALARM A DOOR MOUNTED PILOT LIGHT AND SEAL LEAKAGE SENSOR SHALL BE PROVIDED TO INDICATE PUMP SEAL FAILURE ALARM CONDITION OF EACH SEWAGE PUMP. 19. SHOP DRAWINGS. A COMPLETE SET OF DRAWINGS SHALL BE SUPPLIED TO INSURE SUCCESSFUL INSTALLATION AND OPERATION OF THE CONTROL SYSTEM. THE SHOP DRAWINGS SHALL CONSIST OF ALL OF THE FOLLOWING: A. SUFFICIENT DETAIL TO EVALUATE COMPLIANCE WITH THESE SPECIFICATIONS. B. A DETAILED COMPONENT LIST INCLUDING MANUFACTURER AND CATALOG NUMBER. C. A CUSTOM HARING DIAGRAM FOR THIS SPECIFIC APPLICATION TO FACILITY AND INSURE ACCURATE FIELD CONNECTIONS TO THE CONTROL PANEL BY ELECTRICAL INSTALLATION PERSONNEL. D. A DESCRIPTION OF OPERATION FOR THE CONTROL SYSTEM. E. AN ENCLOSURE DIMENSION PRINT. 20. FIELD SUPERVISION. THE SERVICES OF A FACTORY TRAINED, QUALIFIED REPRESENTATIVE SHALL BE PROVIDED TO INSPECT THE COMPLETED INSTALLATION, MAKE ALL ADJUSTMENTS NECESSARY TO PLACE THE SYSTEM IN TROUBLE -FREE OPERATION AND INSTRUCT THE OPERATING PERSONNEL IN THE PROPER CARE AND OPERATION OF THE EQUIPMENT. 21. WETWELL WETWELL MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478. PRECAST CONCRETE SHALL BE CLASS AX. DROP RUNG MANHOLE STEPS SHALL BE #8 GALVANIZED DEFORMED REBAR. THE MANHOLE SHALL HAVE A 1:1 HOPPER BOTTOM ATTACHED TO THE MANHOLE WITH REINFORCING BARS. MANHOLE PENETRATIONS FOR PVC PIPE SHALL HAVE ASBESTOS CEMENT MANHOLE ADAPTERS, 22. VALVE VAULT VALVE VAULT MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478. PRECAST CONCRETE SHALL BE CLASS AX. 23. FORCEMAIN FORCEMAIN SHALL BE 4" DIAMETER AWWA C900 200 PSI PVC. 24. VALVES ECCENTRIC PLUG VALVES SHALL BE 4" AND CAPABLE OF PASSING A 3" SOLID. DEZURIK OR APPROVED EQUIVALENT. BALL CHECK VALVES SHALL BALL TYPE AS MANUFACTURED BY FLYGT. 25. WET WELL PAINT INTERIOR OF WET WELL AND VALVE VAULT IN PLACE. PROVIDE A SMOOTH, CONTINUOUS PIN -HOLE FREE SURFACE. INTERIOR SHALL BE PREPARED ACCORDING TO SSPC-SP-7, LIGHT BLUE, AND HAVE 2 COATS AT A MAXIMUM OF 150 S.F./GAL. OF TNEMEC SERIES 69 HIGH SOLIDS EPDXOLINE II (HIGH SOLIDS EPDXY). WAIT 18 HOURS BETWEEN COATS AT 60 DEGREES F. SUBSTRATE TEMPERATURE. PAINT EXTERIOR OF WET WELL AND VALVE VAULT PRIOR TO DELIVERY. BRUSH BLAST THE EXTERIOR AND APPLY 2 COATS OF TNEMEC SERIES 69 HI -BUILD EPDXOLINE 11 (HIGH SOLIDS EPDXY) AT 150 S.F./GAL. WAIT 18 HOURS BETWEEN COATS AT 60 DEGREES F. SUBSTRATE TEMPERATURE. PAINT ALL WETWELL AND VALVE VAULT PIPING AND VALVES MATH TWO COATS OF LIGHT BLUE TNEMEC SERIES 161 TNEMEC-FASCURE. 26. DETECTABLE MARKING TAPE DETECTABLE MARKING TAPE SHALL BE INSTALLED OVER ALL NONMETALLIC SEWER LINES INCLUDING SIDE SEWERS. THE TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT ABOVE THE TOP OF THE LINE AND SHALL EXTEND FULL LENGTH. DETECTABLE MARKING TAPE SHALL MEET THE REQUIREMENTS OF SECTION 9-15.18. 27. ROAD RESTORATION IS ADDED AS FOLLOWS: ALL ROAD SURFACES THAT ARE DAMAGED DURING CONSTRUCTION OF THIS PROJECT SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE TO A CONDITION EQUAL TO THAT WHICH EXISTED BEFORE STARTING THE WORK, TO THE SATISFACTION OF THE OWNER. DEL/DBS PROJECT SOUTH HARBOR PARK HAF/DEL FOR Ja PORT OR ANACO MARCH 1995 S DRAWING NO. SPEC2.DWC JOB NO. 95037 SHEET G Of-10 a a m 0 W m m 0 0) rn 20 20 UND PROFILE - — - OSED BIOFILTRATION — PROS EX. GR ® EDGE OF ROAD SWA F. PROFILE 15 15 — -_ — 4' MIN CO R (TYPI 847 Lf 4" PVC FORCE MAIN MIN. SLOPE = 0. % 10 10 M W 0 O 5 5 z ° Lo -- >-0+° a 0zW z Ln w� +azCo w _ Ui II z a m 0 Z 0 II 00 UjS —5 w 'a - u -------- -- a w w g N g 0 00 0i w o6 w w w w — _ — 2 ZO 20 PROPOSEE BIOFILIRA110 EX. GROLIND PROFILE 15 SWALE PROFILE ® EDGE OF ROAD 15 4' MIN COVER (TYP) 4" PVC FU CIE MAIN MIN. SLOPE = 0.5 % 4' MI COVER () CASING Q' O 10 STEEL 8" W TER 5 5 IE=8. 0 0 0 — — Q -- 0 LO -5 J O to O_ Ln II 0 Ia- II II ¢O�_ SO r 20' _ --HORIZONTAL VE ALr-5' 0 000 O W W d' — l Li u'i il- 0 > a 0- o_ — z - 0 0 < o KosCo N 0 r, C-4 Oi r to 000 F- ® Q- W W ap la1 w 8 00 SHEET DESCRIPTION SCALE.• 6nC°NALT A4 ? -' ° PROJECT Leonard, Boudinot & Skodle Inc. DRAWN BY. Da/Des SOUPH HARBOR PARK PROFESSIONAL ENGINEERS & LAND SURVEYORS SANITARY SEWER DESIGNED BY.• HAF/bEL ®��© PLAN AND PROFILE CHECKED BY. JEL FOR s 603 South First Street; P.O. Box 1228 -' ': - Mount Vernon, WA 98273 % Tel: 360-336-5751 Fax: 360-336-3981 FIELD BOOK/PAGE. PORT OE ANACOE 1 GS PATE.• MARCH 1995 DRAWING N0. 95037PP.DWG JOB NO. 95037 ?NEE'T NUT � OF 10 J - s A III SERVICE AND PUMP CONTROLS TO BE LOCATED IN UTILITY ROOM OF THE PARK BUILDING SEE BUILDING PLANS I I II I POWER I SUPPLY I I I I I� II I III I I ,III I I LJ J—BOX LOCATED IN HANDHOLE WITH COVER 3' WATERTIGHT FLYGHT ALUMINUM HINGED DOOR FOR VALVE BOX AND WETWELL. WET WELL 66"x 48" (COORDINATE CONTROL POINT) 10' ANCHOR UTILITY VAULT 776LA WITH STRAPS COVER 177-312A1 d UFTING CHAIN Ofj CABLE AS R Q 4" GALVANIZED STEEL VENT PIPE WITH STAINLESS STEEL SCREENED OPENING 6" SEWER TO PARK BLDG. IE =10.0 I- 12" J SEALED MERCURY DUPLEX FLYGHT PUMPS (EXPLOSION PROOF) I 4" 90' IE SE I WA I I ELEVATION WATERTIGHT VALVE BOX 47" .• 1MAIM m TOP 16.0 4' PVC C900 CLASS 80 TO EX. MH - — — ,TIGHT \ PIPE STAND TO CB GRINNELL NO. 264 4" CHECK VALVE BALL TYPE, FLYGGT 4" Cl, DI, OR 6" GA STEEL VALVE CHAMBER 0 DFAIN WITH P—TRAP. 0 4 FLAP GATE ON 0 OUTLET TO WET WELL. J d U- U- 4" CLASS 53 DUCTILE IRON PIPE s 2" STAINLESS STEEL M GUIDE PIPE \ TYPE 3 N MANHOLE �cy FILLET BOTTOM OF PUMP STATION WITH CONCRETE AT 1:1, 1 FT. HIGH �1 \3/4" ANCHOR BOLTS �uy HYDRAULICALLY SEALED \DISCHARGE FLANGE BASEPLATE LEVELING BOLT AND LOCKNUT EXIST. GROUND GUIDE RAILS v a O O d 4"X4" 90' EL FL X FL (2 PLACES) 4 UTILITY VAULT �176LA WITH LOCKING STEEL COVER /77-2-332P } ALARM LEVEL ELEV.= 4.00 TURN ON TWO PUMPS '�Sf ELEV.= 3.50 TURN ONONE, PUMP r ELEV.= 3.00 5 n- TURN OFF LEVEL ELEy.= 1.0 4"-6" OF GRAVEL BASE o�000�oov000�000 000"00 0 700 ( 0 O � � � O O O� O O O� O OO � 2' OF QUARRY SPACES 100'Cl000000000000000000000 - REINFORCE GROUND UNDER WET WELL WITH 4"-6" OF COMPACTED GRAVEL BASE OVER 2' OF MECHANICALLY COMPACTED QUARRY SPALLS. BACKFILL AROUND WET WELL AND VALVE VAULT STRUCTURES WITH COMPACTED GRAVEL BASE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR AND MATERIALS NECESSARY TO CONTROL GROUND WATER DURING PUMP STATION INSTALLATION. PUMP ST, NO SCALE ./ C.V. B.V. PLAN VIES SHOVING OPENING SIZE REQUIREMENTS FOR PRE CAST SUMP COVER 1. d 96" DIA. PRECAST CATCH BASIN A pv� j SUMP 31 3/8"06 1 /2" OPENING REQUIRED FOR H.O.M. HINGED DOOR C.V. B.V. 4"X4"X4" TEE FL X FL — 4" PVC C900 CL 150 f SHEET DESCRIPTION SCALE. • AS N07 0 PROJECT DRAWING NO. Leonard, Boudinot & Skodle Inc. DUPLEX SUBMERSIBLE PUMP DRAWN BY. DO./DBS SOUTH HARBOR PARK P73k DWG PROFESSIONAL ENGINEERS & LAND SURVEYORS DES/GNED BY.' F("�� JOB NO. 603 South First Street: P.O. Box 1228 CHECKED BY.' JEL �" • 950FT SEWER LIFT' STATION Mount Vernon. WA 98273 FIELD BOOK/PAGE. PORT OF ANACORTES SHEET -i€%='•`t% Tel: 360-336-5751 Fax: 360-336-3981 ] OF 10 VA N DATE.• MARCH lass LEGEND COMPONENT POINT OF CONNECTION SEE DETAIL "A" RICHDEL VALVE RAINBIRD TURFBIRD — 2.0 NOZ RAINBIRD QUICKCOUPLER 1" FREEZE —PROOF HYDRANT: CLAYTON MARK 2' BURY o 09 SILT FENCE Lo 01 CV m .-i rn c m 0 01 rn m 0 01 01 MODEL TYPICAL SPRINKLER HEAD DETAIL NO SCALE LIMITS OF WORK low 2' SCH 40 MAIN— CAP AND INSTALL RAINBIRD 33 DRC QUICK COUPLER AND 3/4" BRASS DRAIN VALVE IN AMETEK 12" VALVE BOX. PROVIDE B STRANDS ADDITIONAL CONTROL WRE FROM TIMECLOCK TO END OF MAINLINE WITHIN RICHDEL TIMECLOCK 12—STATION R512 IN MECHANICAL ROOM — COORDINATE VNTH ELECTRICAL AND MECHANICAL TRADES Leonard, Boudinot & Skodje Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street; P.O. Box 1228 Mount Vernon. WA 98273 Tel: 360-336-5751 Fax: 360-336-3981 ELECTRIC VALVE DETAIL NO SCALE SHEET DESCRIPTION IRRIGATION PLAN LID MAQKED ' II;Q.I&XrI0K1 CONT90L VALVE." P\/G LATERAL Fj_FL PEA, CGF.'WFILL SCALE. 1', — 20' DRAWN BY.• DEL/DBs DESIGNED BY.• HAF/DEL CHECKED BY.• ,IEL FIELD BOOK/PAGE: DATEMARCH 1995 PROJECT POINT OF CONNECTION DETAIL A W SCALE SOUTH HARBOR PARK PORT OF ANACORTES 2" SCH 40 MAIN — CAP AND INSTALL RAINBIRD 33 DRC, QUICK COUPLER AND 3/4- BRASS DRAIN IN AMETEK 12" VALVE BOX. PROVIDE 8 STRANDS ADDITIONAL CONTROL WIRE FROM TIMECLOCK TO END OF MAINLINE WITHIN QUICKCOUPLER BOX. LIMITS OF WORK DRAWING NO. 95037/ VI JOB N0. 95037 9 OF 10 0 0 0 , I IRRIGATION SYSTEM THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: 1. FURNISHING AND INSTALLING SPRINKLER SYSTEM AS DESCRIBED IN CONTRACT DOCUMENTS COMPLETE WITH ACCESSORIES NECESSARY FOR PROPER FUNCTION. 2. PREPARE 'AS BUILT PLANS' DENOTING LOCATION OF EACH CONTROLLER AND AREA SERVED BY SAME, LOCATION OF BACKFLOW PREVENTORS, MAINLINE, AUTOMATIC VALVES, AND DRAIN VALVES. 3. QUALITY ASSURANCE: THIS SECTION REFERENCES THE LATEST REVISION OF THE FOLLOWING DOCUMENTS AND ALL OTHER APPLICABLE STATE AND LOCAL LAWS. THEY ARE A PART OF THIS SECTION AS SPECIFIED AND MODIFIED. IN CASE OF A CONFLICT BETWEEN THE REQUIREMENTS OF THIS SECTION AND THOSE OF THE LISTED DOCUMENTS, THE REQUIREMENTS OF THIS SECTION SHALL PREVAIL. NOTHING IN THE CONTRACT DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 4. REFERENCE ASTM A120, ASTM 83, ASTM D1784, ASTM D1785, ASTM D2241, ASTM D2467, ASTM D2672 5. PRE -CONSTRUCTION CONFERENCE: MEET WITH OWNER AND ENGINEER TO DISCUSS AND CLARIFY ALL ASPECTS OF JOB REQUIREMENTS PRIOR TO COMMENCING WORK OF THIS SECTION. MINOR ADJUSTMENTS IN SYSTEM WILL BE PERMITTED TO AVOID EXISTING FIXED OBSTRUCTIONS. LOCATE AND AVOID ALL UNDERGROUND UTILITIES. 6. LAYOUT OF IRRIGATION HEADS: LOCATION OF HEADS SHOWN ON DRAWINGS IS APPROXIMATE. ACTUAL PLACEMENT MAY VARY SLIGHTLY AS REQUIRED TO ACHIEVE FULL, EVEN COVERAGE WITHOUT SPRAYING ONTO BUILDINGS, SIDEWALKS, FENCES, ETC. DURING LAYOUT, CONSULT WITH ENGINEER TO VERIFY PROPER PLACEMENT AND MAKE RECOMMENDATIONS WHERE REVISIONS ARE ADVISABLE. ARRANGE VALVE STATIONS TO OPERATE IN AN EASY -TO -VIEW PROGRESSIVE SEQUENCE AROUND BUILDING. ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED AND MEETING THE REQUIREMENTS OF THE SYSTEM. GENERAL COMPLY WITH QUALITY ASSURANCE PROVISIONS, SPECIFICATIONS, AND MANUFACTURER'S DATA. WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN. 7. PIPE, PIPE FITTINGS, AND CONNECTIONS PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH MANUFACTURER'S NAME, SIZE, SCHEDULE, TYPE, AND WORKING PRESSURE. PIPE SIZES SHOWN ON DRAWING ARE MINIMUM, LARGER SIZES MAY BE SUBSTITUTED WITHOUT ADDITIONAL COST TO OWNER. PIPE: PRESSURE LINES -SCHEDULE 40 PVC. LATERAL LINES - CLASS 200 PVC. FITTINGS: SCHEDULE 40 PVC. SLEEVES: SCHEDULE 40 PVC, SOLVENT WELD CONNECTED. 8. SPRINKLER HEADS CONFORM TO REQUIREMENTS SHOWN ON DRAWINGS AS TO TYPE, SIZE, RADIUS OF THROW, PRESSURE, AND DISCHARGE. EACH TYPE OF HEAD SHALL BE PRODUCT OF SINGLE MANUFACTURER. 9. SPRINKLER RISERS ROTOR POP-UP OR QUICK COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER ASSEMBLY (THREE ELL SWING JOINT ASSEMBLY) UNLESS DETAILED OTHERWISE ON DRAWINGS. THESE SWING JOINT FITTINGS SHALL BE OF SCHEDULE 40 PVC MARLEX STREET ELLS AND SCHEDULE 80 PVC THREADED NIPPLES, UNLESS DESIGNATED ON DRAWINGS. HORIZONTAL NIPPLE PARALLEL TO SIDE OF LATERAL LINE SHALL BE 8 INCHES LONG MINIMUM. ALL OTHER NIPPLES ON SWING JOINT RISER SHALL BE OF LENGTH REQUIRED FOR PROPER INSTALLATION OF SPRINKLER HEADS. 10. ELECTRICAL CONTROL VALVES SHALL BE OF SIZE AND TYPE INDICATED ON DRAWINGS. CONTROL WIRE SHALL BE OF-UL LISTED, COLOR CODED COPPER CONDUCTOR DIRECT BURIAL SIZE 14 GA, COPPER CONDUCTOR SHALL MEET OR EXCEED ASTM B3. TAPE CONTROL WIRE TO SIDE OF MAIN LINE EVERY 10 FEET. WHERE CONTROL WIRE LEAVES MAIN OR LATERAL LINE, ENCLOSE IT IN CLASS 200 PVC CONDUIT. USE 3M DBY WATERPROOF WIRE CONNECTORS AT SPLICES AND LOCATED ALL SPLICED WITHIN VALVE BOXES. USE WHITE FOR COMMON WIRE AND OTHER COLORS FOR ALL OTHER WIRE. EACH COMMON WIRE MAY SERVE ONLY ONE CONTROLLER. ADD ONE EXTRA CONTROL WIRE FROM PANEL TO VALVES FOR USE IF A WIRE FAILS AND MARK IT IN THE CONTROL BOX AS A SPARE WIRE. THIS WIRE SHALL BE A DIFFERENT COLOR THAN ALL OTHER WIRES. 11. VALVES ELECTRIC VALVES MAKE AND MODEL SHOWN ON DRAWINGS. GATE VALVES --BRASS CONSTRUCTION, ANGLE TYPE, 150 POUND CLASS, THREADED CONNECTIONS WITH CROSS -TYPE HANDLE DESIGNED TO RECEIVE OPERATOR KEY. BACKFLOW PREVENTOR--MAKE AND MODEL SHOWN ON DRAWINGS OR AS REQUIRED BY LOCAL CODE. AUTOMATIC CONTROLLER --MAKE AND MODEL SHOWN ON DRAWINGS. PRESSURE REDUCING VALVE --MAKE AND MODEL SHOWN ON DRAWINGS. SHUT OFF VALVE --MAKE AND MODEL SHOWN ON DRAWINGS. 12. VALVE ACCESSORIES VALVE BOXES --AMETEK RECTANGULAR HEAVY-DUTY VALVE BOX WITH LOCKING LID OR ENGINEER APPROVED EQUAL. DO NOT INSTALL MORE THAN TWO VALVES IN A SINGLE BOX. VALVE BOXES SHALL BE LARGE ENOUGH FOR EASY REMOVAL OR MAINTENANCE OF VALVE. ALL VALVES SHALL BE INSTALLED SO THAT THEY HAVE A TWO- INCH AIR SPACE BELOW THE VALVE AND SUBGRADE. ALL AUTOMATIC VALVES, SHUTOFF VALVES, AND BACKFLOW PREVENTOR SHALL BE ENCLOSED IN A VALVE BOX (AMETEK OR APPROVED EQUAL) WITH SNAP LOCK COVER. 13. BACKFlLL MATERIALS SAND --FINE GRANULAR MATERIAL NATURALLY PRODUCED BY ROCK DISINTEGRATION AND FREE FROM ORGANIC MATERIAL, MICA, LOAM, CLAY, AND OTHER DELETERIOUS SUBSTANCES. NATIVE MATERIAL --SOIL NATIVE TO PROJECT SITE FREE OF WOOD AND DELETERIOUS MATERIALS AND ROCKS OVER 1 ? INCHES. TOPSOIL --EXISTING IN -PLACE TOPSOIL MATERIAL. REMOVE ALL ROCKS, ROOTS, STICKS, CLODS, DEBRIS, AND OTHER FOREIGN MATERIAL OVER 1 ? INCHES LONGEST DIMENSION ENCOUNTERED DURING TRENCHING. 13, OTHER MATERIALS RECOMMENDED BY MANUFACTURER AND SUBJECT TO ENGINEER'S REVIEW AND ACCEPTANCE. PROVIDE ALL MATERIALS NECESSARY TO COMPLETE AND MAKE SYSTEM OPERATIONAL. 14. SITE CONDITIONS VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION, DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY. ? VERIFY EXACT LOCATION OF WATER SOURCE ? VERIFY EXACT LOCATION OF AUTOMATIC CONTROLLER. ? VERIFY STATIC PRESSURE AT POINT OF CONNECTION. ? VERIFY LOCATION OF ALL UNDERGROUND UTIUTIES. 15. PROTECTION WORK OF OTHERS DAMAGED BY THIS SECTION DURING THE COURSE OF ITS EXECUTION SHALL BE REPLACED OR REPAIRED BY ORIGINAL INSTALLER AT THE EXPENSE OF THE INSTALLER OF THIS SECTION. 16. DISCREPANCIES IN PLANS REPORT TO ENGINEER ANY DEVIATIONS BETWEEN IRRIGATION DRAWINGS AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF EQUIPMENT WILL RESULT IN REPLACING AND RELOCATING EQUIPMENT AT THE CONTRACTOR'S EXPENSE. 17. SYSTEM COVERAGE THE SYSTEM SHALL BE DESIGNED TO PROVIDE FULL COVERAGE ON ALL AREAS LESS SHRUB AND TREE INTERFERENCE. IT IS ANTICIPATED THAT THE CONTRACTOR WILL EXERCISE PROFESSIONAL JUDGEMENT IN LOCATION, HEIGHT, AND SLOPE OF SPRINKLER HEADS. INSTALL PLASTIC PIPE IN A MANNER TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY MANUFACTURER. UNLESS OTHERWISE INDICATED ON DRAWINGS, INSTALL MAIN LINES AND LATERAL LINES CONNECTING ROTOR POPUP SPRINKLERS WITH MINIMUM COVER OF 18 INCHES BASED ON FINISH GRADE. INSTALL REMAINING LATERAL LINES WITH MINIMUM OF 18 INCHES OF COVER BASED ON FINISH GRADE. INSTALL PIPE AND WIRES UNDER DRIVEWAYS, SIDEWALKS, OR PARKING AREAS IN SPECIFIED SLEEVES 18 INCHES MINIMUM BELOW FINISH GRADE OR AS SHOWN ON DRAWINGS. LOCATE NO SPRINKLER HEAD CLOSER THAN 12 INCHES FROM BUILDING FOUNDATIONS. HEADS IMMEDIATELY ADJACENT TO WALKS OR CURBS SHALL BE ONE INCH BELOW TOP OF WALK OR CURB AND AT A DISTANCE OF TWO INCHES OUT FROM EDGE. DRAWING SHOWS ARRANGEMENT OF PIPING. SHOULD LOCAL CONDITIONS NECESSITATE REARRANGEMENT, OBTAIN APPROVAL FROM ARCHITECT BEFORE PROCEEDING WITH WORK. 18. JOINING ALL THREADED JOINTS SHALL BE SEALED WITH TEFLON TAPE OR RECTORSEAL HEAVY DUTY #100 VIRGIN TEFLON THREAD SEALING PASTE ONLY. TAKE CARE NOT TO OVERTIGHTEN METAL PIPE TO PVC FITTINGS. KEEP INTERIOR OF PIPES CLEAN AND FREE FROM DIRT, DEBRIS, EXCESSIVE PRIMER AND SOLVENT, PIPE CUTTINGS OR BURRS AND REAM TO FULL DIAMETER. WHERE PIPE LAYING IS NOT IN PROGRESS, CLOSE ENDS OF PIPES. MAKE SOLVENT WELD JOINTS IN THE FOLLOWING MANNER: ONLY FACTORY THREADED SCHEDULE 80 PIPE MAY BE CONNECTED TO A THREADED FITTING WITHOUT AN ADAPTOR. STREET ELLS PERMITTED ONLY WHERE INDICATED, MARLEX SCHEDULE 40 HIGH DENSITY POLYETHYLENE. USE TWO STEP SOLVENT WELD AS PER MANUFACTURER'S INSTRUCTIONS ON ALL PIPE JOINTS. DO NOT USE EXCESSIVE AMOUNT OF SOLVENT THEREBY CAUSING AN OBSTRUCTION TO FORM ON INSIDE OF PIPE. ALLOW JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE TO PVC PIPE. TAPE THREADED CONNECTIONS WITH TEFLON TAPE. GALVANIZED PIPE AND FITTING TREATMENT: BELOW GRADE SECTIONS, INCLUDING PORTIONS OF ALL GALVANIZED NIPPLES, TO BE PAINTED WITH AT LEAST ONE COAT OF AMERICAN TAR COMPANY `CARBON ELASTIC PAINT #2221" OR AN APPROVED EQUAL TO PREVENT ACID CORROSION. IF PAINTING IS DONE BEFORE ASSEMBLY, TOUCH UP COATING AFTER ASSEMBLY. DO NOT PAINT ABOVE GROUND PORTIONS. GENERAL: INSTALL IN ACCORDANCE WITH 'QUALITY ASSURANCE" PROVISIONS, SPECIFICATIONS, AND MANUFACTURER'S INSTRUCTIONS. WERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN. PROVIDE SUFFICIENT CLEARANCE FOR MATERIALS REQUIRING MAINTENANCE. 19. TRENCHING AND BACKFILLING EXCAVATE TO AN 18-INCH MINIMUM DEPTH BELOW FINISH GRADE FOR PRESSURE LINES AND AN 18 INCH MINIMUM DEPTH FOR ALL LATERALS. PROVIDE VERTICALLY SIDED TRENCHES IN NECESSARY WIDTHS. REMOVE MATERIALS UNSUITABLE FOR PIPE BEDDING TO 4 INCHES BELOW TRENCH BOTTOM. REPLACE WITH SUITABLE BEDDING MATERIAL AS DIRECTED BY ENGINEER. SUITABLE BEDDING MATERIAL SHALL BE FREE FROM MATERIAL WHICH MIGHT DAMAGE PIPE (I.E. ROOTS, STICKS, ROCKS, DEBRIS, OR OTHER SHARP OBJECTS). COVER PIPE BOTH TOP AND SIDES WITH 4 INCHES OF BACKFILL MATERIAL SPECIFIED. IN NO CASE SHALL THERE BE LESS THAN 4 INCHES OF ROCK -FREE SOIL OR SAND SURROUNDING PIPE. DO NOT COVER PRESSURE MAIN, SPRINKLER PIPE, OR FITTINGS UNTIL ENGINEER HAS INSPECTED AND APPROVED SYSTEM. AFTER APPROVAL, COVER ALL BUT VALVE BOXES. LOCATE TRENCHES OUTSIDE PAVED AREAS WHEREVER POSSIBLE. EXERCISE CARE WHEN EXCAVATING NEAR EXISTING TREES. WHERE ROOTS TWO INCHES AND GREATER IN DIAMETER ARE ENCOUNTERED, EXCEPT IN DIRECT PATH OF PIPE, HAND EXCAVATE AND TUNNEL. WHEN LARGE ROOTS ARE EXPOSED, WRAP WITH HEAVY BURLAP FOR PROTECTION AND KEEP BURLAP CONSTANTLY MOIST TO PREVENT EXCESSIVE DRYING. ALL ROOTS DAMAGED FROM TRENCHING SHALL BE HAND TRIMMED TO A NEAT AND CLEAN CUT. EXPOSED TREE ROOTS SHALL BE BACKFILLED WITH SOIL WITHIN 24 HOURS UNLESS ADEQUATELY PROTECTED BY MOIST BURLAP OR CANVAS. PIPE SLEEVES UNDER PAVING SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 24 INCHES BELOW FINISH GRADE AND EXTEND A MINIMUM OF SIX INCHES PAST PAVING EDGE. BACKFlLL WHEN PVC PIPE IS NOT IN THE EXPANDED CONDITION DUE TO HEAT OR PRESSURE. COOLING OF THE PIPE CAN BE ACCOMPLISHED BY OPERATING THE SYSTEM A SHORT TIME BEFORE BACKFILUNG OR BACKFILLING IN THE EARLY PART OF THE MORNING, BEFORE THE HEAT OF THE DAY. IN BACKFILLING THE TRENCHES, THE FILL USED AROUND THE PIPE AND FITTINGS SHALL BE FREE OF ROCKS OVER ONE INCH IN DIAMETER, STICKS, AND BUILDING DEBRIS. THE REMAINDER OF THE BACKFlLL CAN CONTAIN LUMPS OR ROCKS BUT NOT MORE THAN I? INCHES IN DIAMETER. TRENCHES TO BE THOROUGHLY WATER SETTLED. NO SLUICING SHALL BE PERMITTED. BACKFlLL TRENCHES FLUSH WITH SURROUNDING GRADE, RAKE, AND ROLL AS NECESSARY TO ACHIEVE A UNIFORM FINISH GRADE. TRENCHES/TUNNELS UNDER PAVED AREAS SHALL BE BACKFILLED AND TAMPED WITH A MECHANICAL TAMPER IN SUCCESSIVE SIX INCH MAXIMUM LIFTS, DO NOT USE WEIGHTED EQUIPMENT TIRES TO COMPACT SOIL OVER PIPES. 20. GRADES AND DRAINING IN AREAS WHERE FREEZING MAY OCCUR, GRADE PIPING SO SYSTEM CAN BE COMPLETELY DRAINED, SLOPE PIPE TO DRAIN THROUGH CONTROL VALVES. WHERE THIS IS NOT POSSIBLE, SLOPE PIPE TO A MINIMUM NUMBER OF LOW POINTS. AT THESE LOW POINTS INSTALL: INCH BRASS BALL VALVE WITH CROSS -STYLE TOP. INSTALL 2 INCH CLASS 160 PIPE OVER TOP OF MANUAL DRAIN AND CUT AT FINISH GRADE. PROVIDE RUBBER VALVE CAP MARKER. PROVIDE ONE CUBIC FOOT GRAVEL SUMP AT OUTLET OF EACH MANUAL DRAIN. DO NOT USE AUTOMATIC DRAIN VALVES. SLOPE PIPE UNDER PARKING AREAS OR DRIVEWAYS TO DRAIN OUTSIDE THESE AREAS. PROVIDE AND INSTALL QUICK -COUPLING VALVE OR VALVES IN LOCATION FOR EASY BLOWOUT OF ENTIRE SYSTEM. 21, WIRING WIRING BETWEEN AUTOMATIC CONTROLLER AND AUTOMATIC CONTROL VALVES: COMPLY WITH NATIONAL ELECTRICAL CODE, LATEST EDITION. PROVIDE A COMMON NEUTRAL (WHITE) AND SEPARATE CONTROL CONDUCTOR (BLACK) FOR EACH VALVE. ALL VOLTAGE WORK ABOVE 24 VOLT "LOW VOLTAGE" SHALL BE DONE BY A LICENSED ELECTRICIAN, WHEN MORE THAN ONE CONTROLLER IS REQUIRED, PROVIDE A SEPARATE COMMON NEUTRAL FOR EACH CONTROLLER AND AUTOMATIC VALVE CONTROLLED. SPLICED PERMITTED ONLY AT VALVE BOXES, OR AT CONTROL EQUIPMENT. LEAVE A MINIMUM OF TWO FEET OF EXCESS CONDUCTOR AT ALL SPLICED, TERMINAL AND CONTROL VALVES TO FACILITATE INSPECTION AND FUTURE SPLICING, ENCAPSULATE ALL SPLICES WITH APPROVED SEALANTS. TAPE CONTROL WIRES TOGETHER AT FIVE FOOT INTERVALS WITH ELECTRICAL TAPE. TAPE BUNDLES TO BOTTOM OF MAIN SUPPLY LINE AT 10 FOOT INTERVALS. TIE A LOOSE 18 INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 DEGREES. UNTIE ALL LOOPS AFTER CONNECTIONS HAVE BEEN MADE. RUN ONE UNCONNECTED CONTINUOUS SPARE WIRE THROUGH EACH INTERMEDIATE VALVE BOX BETWEEN CONTROLLER AND FURTHEST AUTOMATIC CONTROL VALVE. 22. SPRINKLER HEADS PRIOR TO INSTALLATION OF SPRINKLER HEADS, OPEN CONTROL VALVES AND USE FULL HEAD OF WATER TO FLUSH OUT SYSTEM. SET SPRINKLER HEADS AND QUICK COUPLING VALVES PERPENDICULAR TO FINISH GRADE. POP UP HEADS ARE TO SET FLUSH WITH FINISH GRADE. GENERAL TO BE VALID, ALL TESTS MUST BE PERFORMED UNDER THE DIRECTION OF THE ENGINEER. THE CONTRACTOR MUST GIVE 72 HOUR NOTICE TO THE ENGINEER WHEN INSPECTION IS REQUIRED. THE LOCATION, INSPECTION, AND THE TESTING PROVISIONS OF THESE SPECIFICATIONS WILL BE STRICTLY ADHERED TO. IF, FOR ANY REASON, ANY PART OF THE SPRINKLER SYSTEM IS BACKFILLED BEFORE LOCATION, TESTING, OR INSPECTION, IT MUST BE COMPLETELY UNCOVERED AND EXPOSED UNTIL APPROVED FOR BACKFILLING BY THE ENGINEER. THE ENGINEER RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY, REASONABLY NEAT, OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH AN ORDERLY WAY BY THE USUAL METHODS IN SUCH WORK. SUCH REMOVAL AND REPLACEMENT SHALL BE DONE, WHEN DIRECTED IN WRITING, AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COST TO THE OWNER. ALL GAUGES USED IN THE TESTING OF WATER PRESSURE SHALL BE CERTIFIED CORRECT BY AN INDEPENDENT TESTING LABORATORY IMMEDIATELY PRIOR TO USE ON THE PROJECT. GAUGES SHALL BE RETESTED WHEN DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST. 23. PRELIMINARY TESTING/PRESSURE TESTING GENERAL: PRIOR TO REQUEST FOR PREUMINARY INSPECTION OR ARRIVAL OF ARCHITECT, ACCOMPLISH THE FOLLOWING: CONTRACTOR SHALL CONDUCT A PRELIMINARY TEST AND MAKE ANY ADJUSTMENTS REQUIRED. REQUEST TEST FOR MAINS ONLY AFTER ALL MAINS HAVE BEEN INSTALLED AND TESTED, ALL PIPE, VALVES, AND OTHER EQUIPMENT SHALL BE IN PLACE EXCEPT SPRINKLER HEADS. CAP ALL RISERS EXCEPT FOR THE FIRST RISER FROM VALVE ON EACH LATERAL PURGE ALL AIR FROM MAIN LINES. TEST OF MAINS AND VALVES: WITH ALL VALVES IN PLACE AND CLOSED, TEST AT 100 PSI MINIMUM FOR 30 MINUTES WITHOUT INTRODUCTION OF ADDITIONAL SERVICE OR PUMPING PRESSURE. TESTING SHALL BE DONE WITH ONE PRESSURE GAUGE INSTALLED ON LINE WHERE DIRECTED. LINES WITH LOSS OF PRESSURE EXCEEDING 5 PSI AT THE END OF SPECIFIED TEST PERIODS SHALL BE REJECTED. REJECTED INSTALLATIONS SHALL BE CORRECTED AND RETESTING WILL BE PERFORMED AS SPECIFIED HEREIN. TEST OF LATERALS: PURGE ALL AIR FROM LATERALS AND CAP OFF ALL RISERS. OPEN VALVES AND BRING SYSTEM TO UNE PRESSURE. LATERAL LINES WILL BE INSPECTED VISUALLY. LINES WHICH EVIDENCE VISIBLE LEAKAGE SHALL BE REJECTED. 24. REJECTED SYSTEMS: REPAIR AND RETEST AS SPECIFIED, 25. FINAL INSPECTION/OPERATION AND COVERAGE CHECK: PRIOR TO REQUEST FOR FINAL INSPECTION OR ARRIVAL OF ENGINEER, ACCOMPLISH THE FOLLOWING: COMPLETE ALL WORK INCLUDING BALANCING AND ADJUSTING THE SYSTEM TO PROVIDE OPTIMUM COVERAGE WITHOUT FOGGING. BACKFlLL ALL EXCEPT VALVE BOXES. COVERAGE CHECK: OPERATE EACH ZONE OF THE SYSTEM FOR THE ENGINEER'S INSPECTION AND APPROVAL. ADJUST HEADS TO PROPER GRADE WHEN TURF IS SUFFICIENTLY ESTABLISHED TO ALLOW WALKING ON IT WITHOUT APPRECIABLE HARM. SUCH LOWERING OR RAISING OF HEADS SHALL BE PART OF ORIGINAL CONTRACT NTH NO ADDITIONAL COST TO THE OWNER. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM SO THAT SPRAY DOES NOT FALL ON BUILDING. ADJUST WATERING TIMES OF VALVES TO PROVIDE PROPER AMOUNTS OF WATER TO ALL PLANTS. AFTER SYSTEM IS INSTALLED AND APPROVED, INSTRUCT OWNER IN COMPLETE OPERATION AND MAINTENANCE. 26. RECORD DRAWINGS PREPARE AN ACCURATE "AS -BUILT' DRAWING AS INSTALLATION PROCEEDS TO BE SUBMITTED PRIOR TO FINAL INSPECTION, INCLUDING: DETAIL AND DIMENSION, TO CLOSEST HARD SURFACE, ANY CHANGES MADE DURING CONSTRUCTION. SIGNIFICANT DETAILS AND DIMENSIONS NOT SHOWN IN ORIGINAL BIDDING DOCUMENTS. MAINTAIN, AT JOB SITE, ONE COPY OF CONTRACT DOCUMENTS AND RELEVANT SHOP DRAWINGS. CLEARLY MARK EACH DOCUMENT "PROJECT RECORD COPY" AND MAINTAIN IN GOOD CONDITION FOR USE OF ENGINEER AND OWNER. FINAL PAYMENT FOR SYSTEM WILL NOT BE AUTHORIZED UNTIL ACCURATE AND COMPLETE SUBMITTALS ARE DELIVERED TO ENGINEER. 27. OPERATIONS MANUAL PROVIDE INSTRUCTION MANUAL WHICH LISTS COMPLETE INSTRUCTIONS FOR SYSTEM OPERATION AND MAINTENANCE, INCLUDING WINTERIZING AND SPRING ACTIVATION. 28. SAFETY REQUIREMENTS CONTRACTOR IS RESPONSIBLE FOR THE PROVISION OF BARRICADES AND SAFETY GUARDS, ANY OTHER IMPROVEMENTS NECESSARY FOR THE COMPLETE PROTECTION OF THE PUBLIC. 29. PRODUCT STORAGE DURING CONSTRUCTION AND STORAGE, PROTECT MATERIALS FROM DAMAGE AND PROLONGED EXPOSURE TO SUNLIGHT. 30. WARRANTEE THE SYSTEM SHALL BE WARRANTED FOR ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE SYSTEM AS DOCUMENTED BY A SIGNED AND DATED COPY OF ACCEPTANCE FROM THE ENGINEER. THE WARRANTY SHALL INCLUDE: FILLING AND REPAIRING DEPRESSIONS AND REPLACING PLANTINGS DUE TO SETTLEMENT OF IRRIGATION TRENCHES FOR ONE YEAR FOLLOWING ACCEPTANCE OF PROJECT. SYSTEM SHALL BE ADEQUATELY WINTERIZED (BY COMPRESSED AIR) TO PROTECT FROM FREEZE DAMAGE IN AREAS WHERE FREEZING OCCURS. SYSTEM HAS BEEN ADJUSTED TO SUPPLY PROPER COVERAGE OF AREAS TO RECEIVE WATER. PROVIDE ONE FULL YEAR OF SERVICE TO SYSTEM (WINTERIZATION AND SPRING ACTIVATION) FROM DATE OF COMPLETION AND ACCEPTANCE. 31. CONTROLLER INSTALL CONTROLLER, CONTROL WIRES AND VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO ELECTRICAL CODE. INSTALL VALVES IN PLASTIC BOXES WITH REINFORCED HEAVY DUTY PLASTIC COVERS. LOCATE VALVE BOX TOPS AT FINISH GRADE. VALVE BOXES SHALL HAVE LOCK TOP OR SNAP TOP LIDS. INSTALLED VALVES TO BE LOCATED PRECISELY BY DIMENSION ON 'AS BUILT DRAWINGS'.PROVIDE GALVANIZED NIPPLE (MINIMUM 4 INCH LENGTH) AND GALVANIZED GROUND JOINT UNION ON THE INLET SIDE. VALVE BONNET PACKINGS AND BOLTS TO BE CHECKED FOR TIGHTNESS BEFORE BACKFILLING. INSTALL REMOTE CONTROL VALVES IN VALVE BOXES POSITIONED OVER VALVES SO ALL PARTS OF VALVE CAN BE REACHED FOR SERVICE. SET COVER OF VALVE BOX EVEN WITH FINISH GRADE. INSTALL VALVE BOXES OVER NINE INCHES OF GRAVEL FOR DRAINAGE AND TO REMAIN REASONABLE FREE FROM DIRT AND DEBRIS. INSTALL INCH BRASS BALL DRAIN VALVE IN VALVE BOX ON DOWNSTREAM SIDE OF AUTOMATIC VALVES. THE COST OF ALL ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT OPERATE PROPERLY SHALL BE INCLUDED IN THIS CONTRACT. 32. CLEANUP KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES AND ARRANGE MATERIAL SO AS NOT TO INTERFERE WITH OTHER OPERATIONS ON THE JOB SITE. REMOVE ALL UNUSED MATERIAL, RUBBISH, AND DEBRIS FROM SITE. FILTER FABRIC MATERIAL MIRAFI 10OX OR EQUIVALENT STAPLES OR WIRE RINGS (TYP.) 6" x 6" x 14 GA. WELDED WIRE FABRIC OR EQUAL hl 14 , 1°I 1°1 I°I \ I°I ` q 11 II II II 8" l 5' STEEL POSTS BURY BOTTOM OF FILTER FABRIC ® 4' O.C. MATERIAL ON 8"x8" TRENCH. FILL WITH FREE DRAINING SAND AND GRAVEL. 1) FILTER FABRIC FENCE SHALL BE CONSTRUCTED DIRECTLY AFTER CLEARING AND GRUBBING IS COMPLETED WITHIN THE ROAD EASEMENT. THE FENCE SHALL ONLY BE REMOVED WHEN CONSTRUCTION OF UTILITIES MAKES IT ABSOLUTELY NECESSARY. IMMEDIATELY AFTER UTILITIES ARE IN PLACE, THE SILT FENCE SHALL BE RECONSTRUCTED. (SEE NOTE 3.) 2) FILTER FENCE SHALL BE INSTALLED ALONG THE EASEMENT LINE AS SURVEYED BY A LICENSED SURVEYOR. 3) THE FILTER FABRIC FENCE SHALL STAY IN PLACE UNTIL AFTER CONSTRUCTION IS COMPLETED AND THE SOIL HAS STABILIZED. 4) THE SILT FENCE SHALL BE CONSTRUCTED ALONG 6 FOOT CONTOURS AS MUCH AS POSSIBLE. ALL FENCE ENDS SHALL END IN ROAD FILL AS TO NOT ALLOW ANY RUNOFF TO FLOW AROUND THE ENDS OF THE FENCE. SILT FENCE DETAIL NO SCALE 51 o Z N SHEET DESCRIPTION SCALE. 1•, - 20' PROJECT Leonard, Boudinot & Skodie Inc. DRAWN Br. DEL/Des SOUTH HARBOR PARK DRAWING N0. 5PECI.DWG A PROFESSIONAL ENGINEERS & LAND SURVEYORS SPRINKLER SYSTEM DESIGNED BY,• HAF/DEL JOB NO, f:. 3/w FM. 603 South First Street: P.O. Box 1228 SPECIFICATIC)NS CHECKED BY.' JEL 4503T "�;•r,%III - Mount Vernon, WA 98273 FIELD BOOK�PAGE.' PORT OF ANACORTES SHEET rsr., ✓e71i' Tel: 360-336-5751 Fax: 360-336-3961 10 OF, IC) -- DATE.' MARCH 199$ 0 m SIAMESE ROOF CONNECTION MANIFOLD 4" FEMALE NST X 2 1/2" MALE NST 90' SIAMESE 4" FEMALE NST X TWO EACH CONNECTOR WITH 2 1/2" MALE NST WITH CLAPPERS AND 2 1/2, X 1 1/2" REDUCING } 2 1/2" BREAK CAPS ADAPTORS AND TWO I 1 1/2" CAPS, TWO 24" 4" AWWA NRS —_ 4" GALV. RISER (TYP) GATE VALVES ju 4" COMPANION FLANGE (TYP) 4„ HDPE (200 PSI h L PRESSURE RATING) —T T HDPE 150# 90' DUCTILE FLANGE ADAPTOR SERVICE SADDLE IRON BEND (TYP) WITH BALL DRIP ' IN GRAVEL POCKET L__1 90' DUCTILE IRON BEND NOTE: RISER PIPE AND VALVES SHALL BE COATED WITH TNEMEC SP-1 SURface preparation, tnemec PRIMER SERIES SERIES 135 (3-5 MIL DRY FILM THICKNESS), AND TNEMEC FINISH COAT 73 (3-5 MIL DRY FILM THICKNESS). z 20 0 20 40 60 Feet SCALE 1" = 20' TOp OF g \ANk f 24" I \ LEGEND MLLW MEAN LOW LOW WATER PROPOSED SIGN AND POST PROPOSED ASPHALT PAVEMENT ® EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE EXISTING CONCRETE �0 EXISTING CONTOUR design CONTOUR i PARK BOUNDARY LINE a`b +° EXISTING SPOT ELEVATION PROPOSED GRAVEL EXISTING GRAVEL —o ❑—o— FILTER FABRIC FENCE SS PROPOSED SANITARY SEWER a PROPOSED THRUST BLOCKING W PROPOSED WATERLINE -- G PROPOSED NATURAL GAS LINE ® PROPOSED NATURAL GAS METER • PROPOSED BOLLARD CENTERLINE 2% 2" GAS LINE " CAP & BLOCKING OF Y ATERLINE G Q 22.5' EL 1" METER �000000�a (MJXMJ) '°. GAS 5' E ° 2' METER (MJ MJ) E 1 1/2" COPPER WATER SERVICE FPR0POSED BUILDING TrnE 1 cs , • 6" SIDE SEWER TOP= 15.5 FF=16.00 2% MIN. GRADE IE-14.0 1AIF 24' WATERLINE TRENCH TO CONTAINTHE FOLLOWING UTILITIES: 1. ELECTRICAL SERVICE 2. CABLE TV 3. TELEPHONE CONTRACTOR TO COORDINATE WITH INDIVIDUAL UTILITIES. S' :r C I c i U B /— IE= 13.4 8" PLUG U' IE 422 /-BIOFILTRATION SWALE — G 4'EL. 45° EL. REMOVE AND DISPOSE OF > (MJ X MJ) EX. ASPHALT PAVEMENT 55 LF 8" ... o 0 VC ® 0.40% aY U 8" GATE VALVE �a X MJ)' 8" CL'S2 I \ 8" x 6" FLG "T" � �P � DI WATER . FLG. COUPLING ADP. a O�O� 5' EL. 10' W GF (MJ X MJ) E= 4.0 QJ ix FIRE H °. .. , • IRRIGATION SERVICE REFER TO IRRIGATION PLANS • DOUBLE CLAPPER SIAMESE CONNECTION N 555743.32 WITH 4/FEMALE NST SWIVEL E 1210633.90 W/ 8REAKCAPS Li 7 (2) 2-1/2 MALE NST ° MATCH EX. GRADE STACK ° • °r ° G� 00� /j TWO WAYNIF"Y" ROOF MAOLD WITH (2) HYDRANT VALVES Eel FLOAT CONSTRUCTED BY OTHERS EXISTING ROCK RIP -RAP WORK BY OTHERS SEE GUARD-RAIL DETAIL EXISTING CONCRETE BULKHEAD FOR DOCK. MATCH SIDEWALK TO THIS BULKHEAD Leonard, Boudinot & Skodje Inc. PROFESSIONAL ENGINEERS & LAND SURVEYORS a� `` 603 South First Street; P.O. Box 1228 Mii Mount Vernon, WA 98273 Tel: 360-336-5751 Fax: 360-336-3981 SHEET DESCRIPTION HDPE / FILTER FABRIC FENCE i UTILITY PLAN 9. 45' EL.L 770 LLL CONCRETE SIDEWALK SUBMERSIBLE PUMP SEWER LIFT STATION (SEE DETAIL) PRECAST CEMENT CONCRETE BUMPER CURB WSDOT STD PLAN F-1 (TYP) FI DALGO BAY SCALE. • 1 _ 20• DRAWN BY.• DEL/DBS DESIGNED BY.• HAF/DEL CHECKED BY.• JEL FIELD BOOK/PAGE. DATE• AUG. 24, 1995 PROJECT N 556037A9 SOUTH HARBOR PARK PORT OF ANACORTES W Z �'m LW ZQ 'T V) .,I.,. EXPIRES DRAWING NO. 95037 /V4 JOB NO. 95037 SHEET 1 OF 10 LEGEND MLLW MEAN LOW LOW WATER PROPOSED SIGN AND POST PROPOSED ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT • " ':..e. PROPOSED CONCRETE EXISTING CONCRETE EXISTING CONTOUR design CONTOUR PARK BOUNDARY LINE EXISTING SPOT ELEVATION PROPOSED GRAVEL EXISTING GRAVEL —o—o—o— FILTER FABRIC FENCE • PROPOSED BOLLARD I 20 0 20 / / \ SCALE 1" - 20' \ \ \ \ \ / TDp /MLLW IZ EXISTING ROCK RIP -RAP/ \ \ \ \ W\�` / / / / /STREET — \ oHft SEE GUARJ)/ RAIL / / z TH /DETAIL / / / / / / / / isn+smEEr EXISTING `CONCRETE BULKHEAD lyT \ FOR D/06K. MCH SID W \ \ — TO/ /THIS BULKHEAD \ ` — FLOAT CONSTRUCTED- BY OTHERS / -4 T=• Leonard, Boudinot & Skodie Inc* PROFESSIONAL ENGINEERS & LAND SURVEYORS IN / 603 South First Street; P.O. Box 1228 Mount Vernon, WA 98273 '0'•"'/'"I`•FIm Tel: 360-336-5751 Fax: 360-336-3981 40 60 Feet CD S EXISTING GROUND CONTOURS RESURVEYED AUG. 18,1995 AFTER SAND PRELOAD WAS REMOVED. OF SAND pR£`Og0 l0 • fj PROJECTED 7� CENT 'NE (9 C/ L.J B ' - IE= 13.4 -/BIOFILTRATION SWALE REMOVE AND DISPOSE OF V\+IEX ASPHALT PAVEMENT s' N 4' 15 /—� *, ". i 'e*.;,`n .j .... ' s i tt;. " t{ tsi;.l ° ,�.; �±Y wa? k ,,"'� .'_• ';,�r n \ /� • ° • TYPE 1 CB ASSEMBLY \ PR POSED BUILDING,_ 165 .5 CONCRETE SIDEK i i FF=16.00 IE-140 14WAL40 I 0 w w IL 0 a �l 0 I W/ W LZ H Z >Q Up W — 14 _ PRECAST CEMENT CONCRETE APPROXIMATE SIGN LOCATION O / / 0 N�555743.32 �y9 ° / / BUMPER CURB WSDOT VI CONFIRM LOCATION WITH THE h E 121 633.90 i \ STD PLAN F-1 (TYP) oPORT OF ANACORTES PRIOR / — --- - -- 14 �"-� TO CONSTRUCTION. REFER z P ) 1 •7 �/ _ — TO DETAIL A SHT 3/12 FOR G D¢ / PQ.�O ( I � � �`� r�� '�- " � i � \ 1 � / SIGN FOUNDATION. CZ�\� pQSp 6 _/ h - ` \ Ii` 13 h 1 I — 17 - 2 _ / • .15.4 . �e ' yZp�Ft/� �/ — - � Rom' / / O 6 17 O 13 16 - • / O ShF OQ�p\� o �o�-_--o — 10 0 o—ao�o�° ° T-�---n-n� N 556037.19 .� 16.�5 , _ p. • �... O/OAF✓ _ _ _ _ _ E 1210661.71 \ .. / - 75 gph�� / — — 9 \ \ \ \ \ +1-2.1-91(MLLW) •5 / r/ / // �FI TER FABRIC — - — /MATCH EX. A\ 5.0' c: 15 / � // �j FENCE (TY� OHWM—��__ / STICK 1 ,5'. 1 `. n / N4'0""00001 \\ 114 47 FIDALGO BAD _ Y / SHEET DESCRIPTION SCALE. • 1". — 20' PROJECT GRADING AND DRAINAGE PLAN DRAWN BY.• DEL/DOS DESIGNED BY. HAF/DEL CHECKED BY.' JEL FIELD ROOK/PAGE. DATE.ALIQ 24, 1995 SOUTH HARBOR PARK �N PORT OF ANACORTES DRAWING NO. 95037 /V2 JOB NO. 95037 SHEET 2 OF 10 �X19TINC� STORM MANHOLE TOp� 10�j. ill IE 24" GONGKETE-N = 913.q�j IE 7wl � I U' I u 2.0 N (00 SGAL�• I"-201 \\ \0 + 0 \ \ i\ I TO rtM MANHOL(;3t-1J TYre, Jr- -4jJr� \ p TOp- IOQ�.O l + \ I E SA(" OUT ex ?jrj - \ + m� \ 4-", \0tK \ \ \ IV 101, rye/ \0 + 2\ v o. S_¢Z� Q � \ m 0 rym/ 0 3S \ �+ \ 1111 A/ Air � +0 Oyu w v AEI v 0^N/ 0/ m% I` du 0`/) Le&Ir::�Nb X I021�k K�pI�F.h�NT�i �XI�iTINL� ELEVATION X to _4�91 t�ti'pri��iENTS ?KD pOr,Eb pINI�iNE1� ELEVATION Lpp GOKI�U6ATEtJ pOLYETNALENG pIPE 107- rC�l'rCG�5ENT6 GINISN CatRAl7E GOt� THE G14Ur7H t�OGK ghcMP �rXICjTINC> t2eVeLOPEtO AcipHAL-I" GONnT IONl�5 Or- (,At'SANTI; pAF�zKI W6, AY•tr-, il� J� O _ F- iN 3 0 ll 7' rr A rXIr7Tl4& Top-1p;;,•'70 I yTOKM MANHOLE vYy /y \0t a It�' i2'I9UT �4r r ov 10 6 +10 \ �T \ \ 0)+ TOpa IOI.A011 +\0 \ IE 12'I1N=95.5� K/ v \ O� o" / XpM tt 24"IN=9550 \dV \ dtz s v� \ \ \ S SST K ! t \\ } + 90 6 \ IS" Grp \\ o35o c��ne� n s tNtSHe i/ \ Tor �STOKM MANHOLE1 \ T A A,�� TYpE -sr_ - 48u •. v �/IV Trr��M�T/o /�7 ��rIS" N-00.0(o P:I- v ^/ u \ `j�fTpso�`' I� 12t10UTo n, /\ S l0/ �/ C?OLlt2 1-Op�.00 ` \G + 0 vOD vOy °� / SPECIFICATIONS 1. All work shall conform to the 1988 Standard Specifications for Road, Bridge, and Municipal Construction as prepared by Washington State Department of Transportation and American Public Works Association. 2. Existing utilities shown on this plan are for reference only Contractor is responsible for locating all utilities prior to the beginning of construction and should utilize the on call system 1-800-424-5555, which requires giving all the utilities a minimum of two working days to complete their locations. It shall also be the contractors responsibility to protect all existing utilities from damage during the construction project. Any damage sustained in these utilities, assuming correct location by the utility companies, shall be repaired by the contractor and inspected by the utility companies and the Port engineer. 3. Storm Sewers, all unsuitable materials shall be removed from the existing ditches where storm sewer installation is planned for this project. All unsuitable material below the pipe grades shall be removed as ordinary excavation. Clean gravel such as pea gravel or 1" drained rock shall be used as foundation material to stabalize the pipe grade. Final bedding for the storm sewer shall be sand or pea gravel and the initial back fill to 6" above shall be clean sand or pea gravel. Final trench filling shall be pit run gravel to the finished surface of the pit run parking lot grades. The existing storm line across 'O" Avenue and to Market Street, tying into this system shall be flushed and cleaned. The st line indicated on the plans at the IR1119.e^��6=1914 Or "n" anc 11th shall he o�:ap ith concrete bedding as shown on the plans. A type I catch basin shall b alled at the curve return on "0" and 11th as shown on sheet 2 of 2. This catch basin is to be connected to the existing catch basin on the southwest corner of "0" and 11th. At the time of construction the exact line and grade will be established by the engineer. Repairs of the road surface shall be finished with a 2" lift of class B asphalt. 4. Top 6" of all site material shall be removed as waste male• a egard'ess of the finished grade elevation. Additional excavation may be nef'-W, to accommodate final site grades. It is also possible that additional unswtab,e material may have to be removed. Such material that is below the sobgrade witl be removed at the direction of the engineer and backfilled with pit run gravel. 5. Contractor is responsible obtaining an apprcved dump site for all excavated material. Disposal of excavation shall be paid for in the price Der cubic yard of excavation. Excavation shall be measured by the number of cubic yards hauled in the trucks removing it from the site. 6 The Imported gravel base material shall be placed in lifts not exceeding 12", and shall be compacted to 95% density, and shall conform to the A P.W. or the WASDOT standard specification 9-03.9(1) except as modified as herein. Maximum 0 EXI%rIN6 rKOpOhel7 GONGp.�TE WALK - - - - -- - - - - - - - - - - - �, 4- III ��X 16T IN(7 `) A�l%CI pOW�t2 h I 1 GONGfK�Tr- V / WhLK htat= AFI*Vr-T 2ot-2 pOp, IAli "A" AVENUE IMpi20vt MEN { II al ¢$ r- ,P/t .a o a/ 1/ jl c�nn�a/ %, o 01J CFO/ �ExISTING AS F,ALTJ - -- + - -k0d"\/ \� AV N LA I- N 35' 9 7 uro/ \° y , II ' P'TIP;I> IL' .✓f(�I E r 5NCoINEEK T DATE �.4 1 i Particle shall not exceed 4" and maximum fine material passing the No. 200 sieve shall not exceed4 %. Pit run gravel shall be paid for by the cubic yard as measurd m the trucks. The contractor shall allow the engineer to measure all trucks to determine the yardage hauled by each truck. Such measurements shall be final. 7. Materials testing shall be performed on all phases of the work and shall be paid for by the contractor. The testing lab shall be approved by the engineer. The following test shall be performed: A Compaction test shall be performed within all storm sewer trenches at the end points and 50' intervals along with trench alignment. Test shall also be done at half depth and top of the gravel filled trench. Compaction tests shall also be performed at 100' irttervals along the "0" Avenue improvement, within the gravel base material. B. Asphalt tests shall be performed on the two inch lifts along "0" Avenue at 100' intervals. C Four test cylinders shall be done on the concrete curb and gutter sidewalk. All tests will be performed under the supervision of the Port engineer. 8. Storm sewer pipe shall be corrugated polyethylene pipe (CPP) and shall be smooth bore inside. - 9. Soil herbicide shall be applied to all areas conforming to WASDOT standard 5- 02.3(2)C. 10. The final leveling course on the parking lot shall be two inches of 5/8-crush rock conforming to WASDOT standard specification 9-03.9(3). 11. That portion of the existing asphalt surface within the vacated Market Street area that is to be overlaid by the sidewalk, shall be removed and wasted at the cost for excavation. 12. Concrete sidewalk along "0" Avenue shall be 4' thick 10' wide as shown on the plan except for the driveway access area, which will be 6" thick and reinforced as shown on the plan of cross sections. 13. The existing asphalt edge along "0" Avenue where the paving is shown to be installed shall be saw cut to form a neat and smooth transition surface All new paved areas and asphalt pints shall be tacked according to WASDOT standard specifications. Paving asphalt shall be class B meeting the 9-02.1(4) specification. 14. It shall be the contractors responsibility to keep the Port of Anacortes and the City of Anacortes Public Works Department informed at all times of the progress of work along "0" Avenue and all portions of the job. 15. Contractor will keep the adjacent streets clean and swept at all times, and maintain dust control on the job site. If dust becomes a nuisance to the adjacent to the parking lots and marinas, water must be applied to hold down the dust. The engineer shall determine when water is necessary and the contractor will furnish the water and equipment for application at no additional charge. 16. Contractor shall protect the existing Madrona tree on the site, and prevent any damage to It. The tree will become a part of the landscaping for the Port parking lot. 17, PAYMENT Payment for all materials is listed below. 1. Gravel ballast per cubic yard truck measure. 2. Excavation per cubic yard as measured in trucks. 3. Crushed Surfacing per ton in place. 4. Storm manhole per structure. 5. Storm pipe per lineal foot. 6. Concrete walk per lineal foot. 7. Concrete curb and gutter per lineal foot. B. Crushed rock leveling course per ton in plane. Bid sheet available with these plans from enyi"•)6a,'a,J Portef Anacortes. \ r,S �6 �J ' /v9 GONTKAGTOK TO MAT(,N LINES (�KNVE� AND WIhTI.1 Op ";,, WALK Ke-tuKN j rACNA rOKT rAFtKIN(o "C-'k WITH NEW &LAko, Am WALK pY{OM9' P tzlOr: iO TNt- E'rilyfNG- �r� � Y'iAG'f.Gi GGNTV�ALTD �i r?NALL GGNST�LUG-r A 3' LIGT Op GFtU�N TO TNT �iXtGiTINC� Dp c-t Tt2 c•K� AN10 WP•' K. -_ EX/S 'iNG POIYEiP POLE - Ff/iTh' UUtioE.P G.QoUNO PoWEf CD ou/T P.PDOOSEO CHTCf/ B"gSi.Y c } �-:-��PEiYIO[/E EX/S7/NG �liEiY/ENT - % PK NAIL AT INTEKSETION BC.LE ISO FZT O A N A G O KT 5 DATE- MA4�rr+i GPOJECL - -- - --- -�---- DRAWN BY WEST DASIN TI2AIAN&VE "^ ' --- CHECKED By G�AVINf� ANV UTILITY PLAN -J DRAWING NO NO, I DATE I REVISION BY LEONARD and BOUDINOT, INC. '0000) Civil Engineers and Land Surveyors 603 South First Street . P.O Box 1228 Mount Vernon, Washington 98273 (206) 336-5751 OF SHTS 40' 2" GRUSH KOGK SUIKIFAGr-, I 51 01 S�GTION �.o3.�(I3) . . 3,1 6101,IG NALK VAIZIABLF WIDTH Ex15T. A9PH. 4:'^ PpcOP09�D AhPNAL'T 5�� PLAN Co" MIN &KP VEL It I I�� " --� .�.. " .,°i�P. PLAN �ALLA5T,5�GTION ^°• ° ��o'e "� Z poop ° o� m Z" GaU�H ROGls Ll;VELINC� Gout{6� O I '�\—12°(�s�AV EL gALLAT I �\ \\ SECTION A 5<iAVE: I VA O Y pY{OIo05ElO Io/i4�KiN(o A4Z1iA � � �iEE GiN�Ei"( 1 oE2 3 \\ I OJ � 0 I r. I C _ _ � ��Q" AVI✓NU� - G�NTEYiLINE:`�Q"AVENUE -- -- 1KI&VAT Or- NAY- iAl�� -lOt�l2: I" - 201 � oI F- I\ 4t-AORTH O 10 20 40 (a0 GAL E : I", 20' 2'1 Y(Ei3A1' IN (�UTTEY{ 3A-` LONG (v'X lo''- '�'10 NiKe MESH 2" CLAS7 a'' Pe i N Gzl%v [ .� I :pl�1GTLF:•'T G= ° 3L::gpINL- 8" GMP C2PSS;�G" r\v .11VL WPM OETA/L D PO�YE.P POLE .LOEIt/Al�t' CUT -OUT } IDI 16'I NN CONT.9.9CTON S,f'9LL /NSTALL EXP,9NS/ON ✓,91A?S 20 FEET ON 0 I Q CE�YTE�pL/N� 1c "O 5EO 7,?EE 5 F—GT 10 N �7 N - LAN05 C/YP� /SL ANOS. EXPA/Y51APA ✓O/NTS THE SHALL AL50 Be./NSTigGCEO BETWEEN h HEE yGALE NONE 2°FZ d BACK OF CURB ANO S/OE/0.9LK 7, yPPL/ES it A TO yLL CONC.PETE Ca,PB AND S1,01fW U , 0 2 I CONSTiPUCT/ON T2ow6L �o/NJS S,`�QGL ' t o� F a\ o/✓ cL i. la uN✓S. PO NOT V115T'LAR5 I � � k EXIhTINCoMADF�oNATtREE \\ 1 t7 19iW GUT MAVIQONA ' '%120PO�jEbl GONGt2E'(E' WALK II' O Thee LANnSGApE ' °J / SNEEr N _I/ N II �''Tt/1P, J97 sFa;,�2 20�2 I I m Eb�E op �XIojTINCo AgpNALT II � 11 � II � II J II I S1c I Is\ J �'I O u I I N S � KIT &CL12L&NTOpNA (oKxA;i FLAT L1aE Cr r�*H-r or NAY &KNrt - - - _ 5 0.0073 rKc?r0e'Eta IYOp Or GLAKOI 0 0 o - Q o 0 oIr- Q U' "fOP Or- rKOFIOo,rP GUg6 ON GENT15A r r r O O O k) I PaopoS ? 1"OG OF GLAg?, GaADE o F UT U KEG '' 6O" AV tz,�N U5: loaAD* ENI,INEE1� 17P`T%. NO. DATE REVISION BV 20,0.c- 1 i PORT- Or ANALOI�Tt;S WtyST DASIN TRI ANC,LI; AVr:,-NUr-, IMrROVl✓M5NTS SGALE'- IriorIZ', III=20' VEtkT : 111-21 LEONARD and BOUDINOT, INC. Civil Engineers and Land Surveyors 603 South First Street . P.O. Box 1228 Mount Vernon, Washington 98273 T/ tiG �r F vONTaALTO{2 TO MAT(GH LINE, &)KkN9 -ANY! WID-(H Or GLAVX' / WALK AtETUp�N rOCOM POa( rkAKIN& D.AV-,A wq NITH NEW "Ael FN19 WA1'K- r-"M E` pl.,CIOItTOTHI%iriXlciTIH& Ar� TPSAGKS GON-iKPAVrOK GiHD.LL GONGI'�P�UG1 A'/i" LIFT Or TO THt: eyu GJTIN6f \ WALK . TOp Or GIoAUSH Lr�VEL WITH -ror O� TMAGK°i ANn WALK. r" � ff \ EX/ST/NG F}��s'E.E POLE \lam Lfi/Th' UNDERGROUND O"R TO NV e7-11 PP o �7X'f - 2- 6-.97-L-W Ff51 1 - 0 m_ c - cT c�o REMOVE EX/ST/NG `=p"'a\ SdE/ET paz ExIyTINC> GATGN l3p,�IN >� ' \\`� } s AWFR0% LOCATION EXIo1rIN(o GATGN Q CONC WALK EX/ST/NC ASPif'.9LT _ ✓GP/,9BLE N'/O r%/ SEE PLAN /% y .tf"` PiPOPOSEO ASPf/ALT �j/ \ SEE PLAN LEOry ep o W 110 SZA . QAAA'� Lit P IOi3 Z'" CRUS/fE0 ROC, LE!/EL/NG COA.P9E '� S Fti� /oN A'09 ,• �3� /?GRAaEL BALL/9ST sECriary c SCACE� Sr/EEr ffoR/Z/""=/OzoF2 IQ� ✓E,PT / "> 2' O Z A- r jSs1� O O d+ �{K p ZFo- �, A > SXZ ii F-M 9 u s\ d > s C) 0 0 c) o� o� zQ` r S o o S O O _ - n - 0 HERCULENE°K*E.... ��. . CRYSTALENr11 SlAt"t $AMC. .0, •.' 14. .0 w 102 i*0)00017) epHl��-T 2 Or-1-