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Permit File 1203 26th Street
C Y G1 City of Anacortes O� 904 6th Street Permit#: BLD-2002-8136 Nu P.O.Box 547 Issue date: 09/25/2002 nelliesr {y I, Expire date: 09/25/2003 'O Anacortes, WA 98221-0547 c (360)293-1901 w.NN.a Job Address: 1203 26TH ST ANACORTES WA 98221 APN: Permit Type: Grading Permit Project: Remarks: Constructing new parking lot. Applicant: ISLAND HOSPITAL Owner: ISLAND HOSPITAL Address: Address: 2511 M AVE ANACORTES WA 98221 Phone: Phone: C?4o) O. q?—/3ce j Contractor: Addressr: Phone: License#: General Information: Fees: CUBIC_YARDS 50 Storm Drain Fee 5,731.34 Grade and Fill 23.50 Total Calculated: 5,754.84 Deposits/Receipts: 0.00 Total Due: 5,754.84 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. Applicant Signature Issued by PAGE 1 OF 1 ) Gi`t Y Off, City of Anacortes Permit#: BLD-2002-8136 904 6th Street Issue date: 09/25/2002 , P.O.Box 547 Expire date: 09/25/2003 'P' fpr' Anacortes, WA 98221-0547 t3 (360) 293-1901 oW ,W w NN:Y �� Job Address: 1203 26TH ST ANACORTES WA 98221 APN: Permit Type: Grading Permit Project: Remarks: Constructing new parking lot. Applicant: ISLAND HOSPITAL Owner: ISLAND HOSPITAL Address: Address: 2511 M AVE ANACORTES WA 98221 Phone: Phone: Contractor: Addressr: Phone: License#: General Information: Fees: CUBIC_YARDS 50 Storm Drain Fee 5,731.34 Grade and Fill 23.50 Total Calculated: 5,754.84 Deposits/Receipts: 0.00 Total Due: 5,754.84 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. ail Applicant Signature Issued by PAGE 1 OF 1 f) Building Department Memo To: Bob Hyde From: Don Measamer Date: 9/19/02 Re: Island Hospital—1203 26th Street Island Hospital is proposing to re-develop the parking lot at 1203 26th Street, and add a total of 10,183 square feet of impervious area. Please let me know if you concur with the following storm water GFC per Ordinance No. 2488 by singing below. (10,183 square feet-2,000 square feet)5.09 x$1,126=5731.34. The total GFC would be$5,731.34 Bob Hyde, Public Works Director Date 1 ISLAND HOSPITAL September 12, 2002 City of Anacortes Anacortes Planning& Community Development Dept. Attn: Don Measamer P.O. Box 547 Anacortes,WA 98221 RE: 1203 26th Street Fill and Grade Permit/Parking Lot Following are responses (R)to the comments (C) and questions (Q)regarding the plan review done on the above-mentioned project. 1. C. Provide complete landscaping plan per Ordinance No. 17.41. R. Island Hospital is requesting a deferral. 2. C. Provide calculations on the cover sheet for existing impervious area and proposed impervious area for determining the required storm sewer GFC per Ordinance No. 2488. R. Added to plan sheet C-2. 3. C. Provide estimate for all on site and off site improvements requiring public works review and inspection, such as storm water system, etc. per Ordinance No. 15.24.010. R. $30,000 4. C. Provide site lighting plan to show all details for proposed lighting fixtures will not adversely impact the neighbors. R. Provided fixture layout on C-2. 5. C. Designate property lines to the drawings. R. Noted on C-1 and C-2. 6. C. Show all existing site utilities, sanitary sewer, water, etc. R. Noted on C-2 ISLAND HOSPITAL MAIN CAMPUS ISLAND HOSPITAL HOME HEALTH ISLAND PHYSICAL THERAPY CENTER 1211 24th Street,Anacortes,WA 98221 1211 24th Street,Anacortes,WA 98221 1211 24th Street,Anacortes,WA 98221 360.299 1300/Fax 360.299 1339 360.299.1302/Fax 360 299 1373 360.299 1328/Fax 360,299 1375 www . islandhospital . org 7. C. Please verify general construction notes No. 5, Sheet C-2. Please note minimum cover is 12 inches for utilities with 12 inches separation. R. 12 & 12 clarified on C-2. 8. C. Stripe south end of fire apparatus access "Fire Lane No Parking". R. Island Hospital will discuss with Dan Harju and complete prior to final. Sincerely, jai! Bill Maris Island Hospital Project Coordinator Ire. SLANDHOSPITAL • • CSC py September 12, 21:`J2 City of Anacortes Anacortes Planning&Community Development Dept. Attn: Don Measamer P.O. Box 547 Anacortes, WA 98221 RE: 1203 26th Street Fill and Grade Permit/Parking Lot Following are responses (R)to the comments (C) and questions (Q)regarding the plan review done on the above-mentioned project. 1. C. Provide complete landscaping plan per Ordinance No, 17.41. R. Island Hospital is requesting a deferral_ 2. C. Provide calculations on the cover sheet for existing impervious area and proposed impervious area for determining the required storm sewer GFC per Ordinance No. 2488. R. Added to plan sheet C-2. 3. C. Provide estimate for all on site and off site improvements requiring public works review and inspection,such as storm water system, etc.per Ordinance No. 15.24.040. R. $30,000 4. C. Provide site lighting plan to show all details for proposed lighting fixtures will not adversely impact the neighbors. R.Provided fixture layout on C-2. 5. C. Designate property lines to the drawings. R.Noted on C-1 and C-2. 6. C. Show all existing site utilities,sanitary sewer,water, etc. R Noted on C-2 ISLAND HOSPITAL MAIN CAMPUS ISLAND HOSPITAL HOME HEALTH ISLAND PHYSICAL THERAPY CENTER 1211 24th Street.Anacorles,WA 98221 1211 24th Street,Anacortes,WA 98221 1211 241h Street,Anacortes,WA 96221 360,299.1300 I Fax 360.299.1339 360 299.1302/Fax 360.299.1373 360 299.1328/Fax 360.299.1375 www . islandhospital . org ZOO/TOO LZID f`— DKIII33NIDN3 III I6CT 66Z 09C XYd US-hT IIHZ ZOOZ/ZT/60 7. C. Please verify general construction notes No, 5, Sheet C-2. Please note minimum cover is 12 inches for utilities with 12 inches separation. R. 12 & 12 clarified on C-2. 8. C. Stripe south end of fire apparatus access"Fire Lane No Parking". R. Island Hospital will discuss with Dan Harju and complete prior to final Sincerely, Bill Maris Island Hospital Project Coordinator • • goo/rope AID 4-Ft DNIIIHHMIDNH HI TITS 66Z 09C it'd T9:TT [1HJ1 ZOOZiZT/6O 0 t� YO G ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360)293-1901 FAX(360) 293-1938 P.O.BOX 547,ANACORTES, WA 98221-0547 ?ACV IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL• E-mail:ed@cityofanocortes.org +4 CO3' September 5, 2002 Island Hospital Attn.: Bill Maris 1211 24th Street Anacortes,WA 98221 RE: 1203 26th Street Fill and Grade Permit/Parking Lot The following are comments and questions regarding the plan review done on the above- mentioned project. ovide complete landscaping plan per Ordinance No. 17.41. ovide calculations on the cover sheet for existing impervious area and proposed impervious area for determining the required storm sewer GFC per Ordinance No. 2488. Provide estimate for all on site and off site improvements requiring public works review and inspection, such as storm water system, etc. per Ordinance No. 15.24.010. d[� l4!/Provide site lighting plan to show all details for proposed lighting fixtures will not adversely impact the neighbors. wet esignate property lines to the drawings. pti Show all existing site utilities, sanitary sewer,water etc. -w—' Please verify general construction notes No. 5, Sheet C-2. Please note minimum cover is 12 inches for utilities with 12 inch separation. "ttu n Stripe south end of fire apparatus access "Fire Lane No Parking" Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md cc. Speed Garrett Jim Irving CITY OF ANACORTES C) STORM DRAINAGE UTILITY C) COMMERCIAL RATE BILLING CALCULATION - ORDINANCE NO. 2419 - ENGINEERING/PUBLIC WORKS DEPARTMENT: DATE: QQt ti BY: On-, ADD A NEW COMMERCIAL ACCOUNT CHANGE AN EXISTING ACCOUNT COMMERCIAL STORM DRAIN UPLAND DELETE AN EXISTING ACCOUNT COMMERCIAL SALTWATER DISCHARGE OWNER'S NAME ttLfir& \A.m V.CuS SERVICE ADDRESS \It0% 9.0 '2 (S K SINGLE PARCEL BILLING MULTIPLE PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL IS COMBINED ON ONE BILL STAPLE SHEETS TOGETHER. IMPERVIOUS AREA: S St0`t $Q. FT. X 2,000= 11. 1SU(NUMBER TO BE ENTERED IN MASTER FILE) BILL AT; DFULL RATE($3.00/1SU) PER MO.- ;OR 50%RATE($1.50/ISU)PER MO. PLEASE NOTE ANY UNUSUAL BILLING INFORMATION (E.G., PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, ETC.): 1 Engineering Department 4:TrX. 4 904 6th Street Q , PO Box 547 Anacortes, WA 98221 Phone 360.293.1920 ,x Fax 360.293.1938 '4C`(y ' ' E-mail engineering@cityofanacortes.org Website www.cityofanacortes.org ENGINEERING PLAN REVIEW FEE ASSESSMENT OWNER:t Lczr1L \-\c3N:t1/4 -e-D SITE ADDRESS: ta03 au, 17 Sk- PROJECT DESCRIPTION: e e, cY.ne. Po.s 4- WAV--\\ tot- 4 NW's- s" °t5 PROJECT VALUE: $air Ooc Te.A. BASE FEE 1.5-O0 .1C—Z TWO PERCENT OF PROJECT VALUE I (0Q0 TOTAL ENGINEERING PLAN REVIEW FEE `\tit . v= DATE PAID RECEIPT NO. C:\WINDOWS\TEMP\Engineering Fee Assessment doe CITY OF ANACORTES BUILDING & PLANNING DEPT. GRADING AND FILL PERMIT NO. LAND DEVELOPMENT PROJECT NO. Site Address: 1203 26th Street Applicants Name: Island Hospital Address: 1211 24th Street City: Anacortes State: WA Zip Code: 98221 Phone: (360) 299-1349 Assessors Account Number: Parcel B - #31872 Parcel D - #31874 Legal Description: see Attached Lot: Block: Addition: Date to Begin Work: September Date Work Complete: October t********************************************************************************** Contractor: Unknown Phone: Address: License No. Exp. Garth D. Cray Engineer: Fakkema & Kingma, Inc. Phone: (360) 675-5973 Address: 840 SE 8th Ave. , #102 License No.: 27379 Exp. 05/09/04 Oak Harbor, WA 98277 • Soils Engineer: N/A Phone: Address: License No: Exp. Engineering Geologist: N/A Phone: Address: License No.: Exp. Description of Grading Work: Grading will consist of minor grading to facilitate drainage for the proposed parking lot. Stage Grading () Regular Grading (x Supervised Grading () Depth of Cut Max 1.7 feet Excavation Cubic Yards 400 Destination Of Cut Material and Route: A portion of to be material disposed of on site, the remainder to be removed by contractor and disposed of in an approved manner. Height of Fill Max: 1.2' Fill: 50 or less Cubic Yards Source of fill Imports & Route: Local Gravel Pits (Office Use) (circle one) Department Heads Inspection Required Yes No State Division of Highways Inspection Yes No As-Builts Required Yes No Grading Plans Required Yes No Pre-Site Inspection Required Yes No Deviations From Grading Ordinance: (Department Approvals) (circle one) Engineering Yes No Attach Comments Public Works Yes No Attach Comments Fire Yes No Attach Comments (Fees) Grading Plan Check $ Date Paid: Receipt Number: Grading Permit Fee $ Date Paid: Receipt Number: This permit authorizes only that work described hereon> Neither the issuance of this permit,nor the compliance with the provisions hereof or with any conditions imposed by this permit shall relieve any person from responsibility for damage to other persons or property nor impose any liability upon the governing agency for damage to other persons or property. All attached addenda are a part of this permit All modifications of this permit or of the approved grading plan must be approved by the CITY. I hereby acknowledge that I have read this application and state that the above is correct,and that all excavation,grading and filling of land shall be in accordance with the approved plans,and that I am familiar with the applicable grading ordinance. In consideration of the CITY issuing this grading permit,the permittee agrees to comply with all provisions of this permit including the standard conditions and special conditions in back of this and attached hereto. This permit expires 90 days after issuance except that permits issued for land development projects shall expire 12 months after issuance of the grading pemtit. Written time extension request will be accepted together with a$10.00 EXTENSION FEE PRIOR to the expiration of the permit The expiration DATE is ,19 - Signature: Permit Issued By: (Authorized Agent for Pertnittee) Date Permit Issued: FILL IN ALL BLANKS. IF NOT APPLICABLE, ENTER THE WORD "NONE" • • ISLAND HOSPITAL 26TH STREET PARKING LOT LAND DESCRIPTION PARCEL "B" The East 150 feet of that portion of the Southeast Quarter of the Southeast Quarter of Section 24, Township 35 North, Range 1 East of the Willamette Meridian, described as follows: Beginning at the intersection of the centerline of"M"Avenue as shown on the Plat of HENSLER'S SECOND ADDITION TO ANACORTES, WASHINGTON, according to the plat recorded in volume 3 of plats, page 55, records of Skagit County, Washington, produced Southerly and the centerline of 26th Street as shown PLAT OF HENSLER'S FIRST ADDITION TO THE CITY OF ANACORTES, according to the plat recorded in volume 3 of plats, page 46, records of Skagit County, Washington,produced Westerly; thence East on the centerline of 26`h Street produced 445 feet, more or less, to a point 340 feet West of the East line of the Southeast Quarter of the Southeast Quarter; thence South 256 feet; thence West 445 feet, more or less, to the centerline of"M"Avenue, produced; thence North 256 feet to the place of beginning; EXCEPT the South 100 feet thereof; PARCEL "D" That portion of the Southeast Quarter of Section 24, Township 35 North, Range 1 East of the Willamette Meridian, described as follows: Beginning at the intersection of the centerline of"M"Avenue as shown on"HENSLER'S SECOND ADDTION TO ANACORTES," as per plat recorded in volume 3 of plats,page 55, records of Skagit County, produced Southerly, and the centerline of 26th Street as shown on "HENSLER'S FIRST ADDITION TO THE CITY OF ANACORTES, SKAGIT COUNTY, WASHINGTON," as per plat recorded in volume 3 of plats, page 46, produced Westerly; thence East on the centerline of 26`h Street produced 445 feet, more or less, to a point 340 feet West of the East line of the Southeast Quarter of the Southeast Quarter; thence South 296 feet to the true point of beginning; thence West 150 feet; thence North 140 feet; thence East 150 feet to a point 340 feet West of the East line of said Southeast Quarter of the Southeast Quarter; thence South 140 feet to the true point of beginning. T% ISLAND HOSPITAL October 1, 2002 City of Anacortes Anacortes Planning & Community Development Dept. Attn: Don Measamer P.O. Box 547 Anacortes, WA 98221 RE: 26th Street Parking Lot Detention Pipes Based on the following information, Island Hospital is requesting that the City accept the Island Hospital—26th St Parking Lot plan as submitted with no changes to the retention detention system. Our Engineer, Garth Cray of Fakema&Kingma has researched the detention pipe access issue as it pertains to OSHA requirements and has found no codes or guidelines in OSHA that would require the maximum access spacing of 100 feet. Discussions with the pipe supplier indicate that this is not a requirement for safety considerations, but some jurisdictions (including King County) do require the spacing for maintenance reasons. Given that the system is relatively small (only 160 feet in length), will remain the private property owners responsibility to maintain, and the hospital has a regular maintenance program,the two access points are more than sufficient to perform maintenance. John Semrau, Consulting Engineer for the City of Anacortes, indicates that the Anacortes Municipal Codes call for use of the DOE and King County Manuals as "guidance in approach for engineering design". As designed, the detention system operates as a backup system and as such should require very little maintenance. If cleaning of the system was to occur it would,more than likely, involve the use of a Vactor truck,which has a cleaning capability in excess of 300 feet between structures. We have several detention tank systems in the area,which have been designed and built, that do not include a maximum access spacing of 100 feet. Vaist 124ted; if nit 6-1114 Sincerely, eeti � CZQ— / pi? yt--' Bill Maritve 1' �Gr71171"/` v1 �� Project itavtl 67t ISLAND HOSPITAL MAIN CAMPUS ISLAND HOSPITAL HOME HEALTH ISLAND PHYSICAL THERAPY CENTER 1211 24th Sheet,Anacortes,WA 98221 1211 24th Street,Anacortes,WA 98221 1211 24th Street,Anacortes,WA 98221 360 299 1300/Fax 360 299.1339 360 299 1302/Fax 360 299,1373 360 299 1328/Fax 360.299.1375 www . islandhospital . org Bill Per our discussion I have researched the detention pipe access issue as it pertains to OSHA requirements and have found no codes or guidelines in OSHA that would require the maximum access spacing of 100 feet. Discussions with the pipe supplier also indicate that to the best of their knowledge this is not a requirement for safety considerations but that some jurisdictions (including King County) require the spacing for maintenance reasons. Discussions with John Semrau indicate that the Anacortes Municipal Codes call for use of the the DOE and King County Manuals as "guidance in approach for engineering design". Given that the system is relatively small (only 160 feet in length), will remain the private property owners responsibility to maintain, and the hospital has a regular maintenance program, the two access points are more than sufficient to perform maintenance. As designed the detention system operates as a buckup detention system and as such should require very little maintenance. If cleaning of the system was to take place it would more than likely involve the use of a Vactor truck which has a cleaning capability in excess of 300 feet between structures. We have several detention tank systems in the area which have been designed and built that do not include an maximum access spacing of 100 feet. Garth Cray Fakkema & Kingma, Inc. ` ' O I r1 aThrin ‘r(419 L -C) gi Building Department Memo To: Bob Hyde From: Don Measamerr.)-----‘' Date: 9/19/02 Re: Island Hospital—1203 26th Street Island Hospital is proposing to re-develop the parking lot at 1203 26th Street, and add a total of 10,183 square feet of impervious area. Please let me know if you concur with the following storm water GFC per Ordinance No. 2488 by singing below. (10,183 square feet_2,000 square feet)5.09 x$1,126=5731.34. The total GFC would be$5,731.34 aM- -' -c> Z Bob Hyde, Public Vo sector Date 4 y< 1 b I A .3, Ric 1s `� qq „� M ' a C , }:. 3. (1 V401‘s 04 v ro , 1 l' °1 Gt , to 7 0i —U AS G ,,,,, A , , ' \°,1 d � �s a I Measamer, Don From: Maris, Bill [mbeal@island-health.org] Sent: Monday, September 30,2002 12:17 PM To: Measamer, Don Cc: Batz, Thomas P. Subject: Extra Access Don, I am out of the office this afternoon but accessible by phone 661-1081. No one on our end can find any information that this is an OSHA requirement. Garth Cray of Fakkema Kingma looked at the referenced material the cities consulting engineer used ie, King Counties manual and could find no requirement for the additional access. As well Garth called the manufacturer who had not had any instances where additional access were required. When I requested the consulting engineer provide the OSHA regs, he stated that he did not have it and would not research it because the city would not pay him for this work. Not trying to bite the hand that helps me, I would like to see the code that is driving this. Having the city engineer say just put in another manhole does not bode well with me. If I were working for the city I would be asking the same questions to protect my employer. Can you give me any help on this one. Thanks, Bill Maris Project Coordinator Island Hospital Ph. 360-299-1349 Fax 360-299-1344 mbeal@island-health.org 1 09-27-02 05 : 54PM FROM Semrau Eng and Sury P01 1-11 SEMRAU ENGINEERING &SURVEYING, P.L.L.C, MEMORANDUM ISLAND HOSPITAL PLAN REVIEW TO: Don Measamer 360-293-1938 FROM: John B. Semrau, PE & PLS SUBJECT: Island Hospital Plan Review 26th Street Parking Lot CC: Bill Maris 360-299-1344 DATE: September 27, 2002 I just finished review of a letter to you from Garth D Cray, PE, September 27, 2002. This was received by email from Bill Maris. I reviewed this letter with Mr. Marls over the telephone. As long as the plan changes are made as stated, it appears all the review comments are satisfied except for Item 4, Sheet C-2. Plan Review Sept. 26, 2002 The plan should more clearly show the first access riser located 100 feet south of CS 2. Engineer needs to add a second riser at the south end of the detention pipe or add an 18 inch spool matching the crown, connected to a Type 1L CS, to serve for cleaning access and air relief. Response by Mr. Cray — 4. As shown in the plans the access riser is to be placed on the upstream end of the detention pipe and when combined with the control catch basin at the lower end allows access to both ends of the pipe (this should provide adequate access for maintenance based on a total pipe length of 160 feet). I faxed the two attached copies of tank details from the 1992 DOE SWMM and the 1998 King County SWMM to Mr. Maris, which are the guidance for the COA Drainage Code. Page III-4- 57, DOE SWMM, "Spacing between openings for tanks shall not exceed 100 feet." Page 5-34, King Co SWMM, "Access openings shall be positioned a maximum of 50 feet from any location within the tank." The details are clear and similar and both the narratives use the word "shall". I hope this gives you what you need to complete this review. Deviation or variance from these guidelines should go through Gary Barnett. END OF MEMO 2118 RIVERSIDE DRIVE,SUITE 104.MOUNT VERNON,WA 98273-5454-(3e0)424 9666 SAX(300)424 6222 aeg©aemtau.cem 09-27-02 05: 54PM FROM Semrau Eng and Sury P02 3(Qo - Z.44 - 13 44- 6tL.L MRtt. STORMWATSR MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-4.18 Typical Detention Tank (Dry/wet) Optional Parallel Tank Atcess Risers Ima:sMc.nq spawn below) 1 \ 1�_; ~ 7 C 4 I ��,� J Type 2CB Inlet Pine -�L _ >� f 8eq'd tar How r�'f through System 7 i, 2'min. I I Only (-1\\, (7 .,--nt-0 .. _ Outlet Pine Control Struoture Acosta Riser Plan View NO SCALE 'Wow Back Ups-Altair?Shoop Clarions!Deigns for''Flow Through"System and Parallel Tanks Shown Cashed 4 In max, —�, - l `4 — 2' min,die,sir vent 5.'�•Aeoees Riebra pipe welded to tank See Section 01-4.0 a• ram___,, rI;(• .awilliallill --11 1r. li 11 0,5' Deed storage Ik I 'min,die,Wall a-Detention Tank ---� for sediment I Size es raced 2I Inat --- J I s .. - .- ... ,. ControlStuotur. Type 2 CS (FROPT shown) . Deed corege far permanent pool Rtq'd for min,SC die.,Type 2 CS for wet tans(4') Flow Through if°t.saiment) Section A—A S"t"manw NO SCALE NOTE:All natal parts corrosion reclean!, Steel ports rplw,nited and Waal<coated(T.'ntmen( I or barred J -III-4..56 FESRUASY, 1992 P03 0O-21-02 05'.54PM FROM Semen Eng and Suzy FTGURZ 5.3.ZA TYPICAL DETENTION TANKil a optional parallel tank 1 i %.`� ' 36° 1 -- ' I access risers I + inlet pipe f n C (max spacing shown below) f-,` diameter (backup systems, ;y same as inlet pipe where allowed) 1 1 2'min. 1 A j a d f.._ Q O inlet pips (flow through) control access risers structure See Figure 5.32.8 type 2 CS required for flow through system only PLAN,VIEW NTS "Flow-through"system shown solid. Designs for`flow backup°system and parallel tanks shown dashed r 2"min.diameter air vent 100'max pipe welded to tank (required if no access 50'max _/acmes risers—,. riser on tank) illaillaillitara Ini ' MI 0.6'sediment storage level Lk TELL lI 36"min. detention tank 2 diameter(typ) size as required control structure (FfOP.T shown) SECTION A-A min.54'dla. Type 2 CB 'NTS see Section 5.3.4 "Flow through"system shown solid. NOTE: All metal parts corrosion resistant. Steel parts galvanized and asphalt coated(Treatment 1 or better). 199S Surface Water Design Manual 9/1/98 5.35 09-27-02 08: 42AM FROM Semrau Eng and Sury PO1 A ANUS �.�...,. _ ........_. .u.. _..._ TM Mr SEMRAU ENGINEERING & SURVEYING, P.L.L,C, ® Fax . • Transnittd To: .0419.7eOf .1 .,nts0.� Froms / �I�Iir Os K �dY�d,r�.- Company: Pages(Intl.this page): // Fax: .213 — /0-2 Date: Phone: 2 f 3 - /pm / CC: ¶31 Lis. M Pit R IC - 13 4-4- Subject: / ./ f �t .E . ' Urgent ❑ For Review ❑ Please Comment 0 Per Your Request • Comments: . . uix'h J PMe. S. ................ ...,.,..,1st - 4 , C4P.L.S FielarL^ Pt-At Z1c.14.1.81T }} , st.2:1?C:14cL. • Job No. 1.3 3 °7— R116 Riverside Drive, Suite 104 • Mown Vernon, WA 913273.5454 (360) 424.9b66 Fax (2BQ) 424.6222 • E-mail sssosemrau,com faxtrans.doc 09-27-02 08 : 42AM FROM Semrau Eng and Bury P02 S.' SEMRAU ENGINEERING &SURVEYING, P.L.L.C. MEMORANDUM ISLAND HOSPITAL PLAN REVIEW TO: Don Measamer ,$S FROM: John B. Semrau, PE & PLS SUBJECT: Island Hospital Plan Review 26th Street Parking Lot CC: DATE: September 26, 2002 Following Is a summary of the review items we discussed over the telephone. DRAINAGE REPORT The report was easy to follow and clearly outlined the project and analysis. My only comment is that it should have stated that the biofiltration swale can pass the 100-year event with 1 foot of freeboard. Also the 100-year velocity is a design item, however, the calculation for the 100-year flow was provided and the velocity is well below the maximum. 8 This report should address the capacity of the existing al inch concrete pipe. At the northwest corner of the site a 12-inch PVC enters the catch basin and leaves as an 8 inch. Engineer needs to address the upstream capacity of this system and show that the 8-inch pipe has the capacity. This project is located in drainage basin 28. I am not aware of problems Identified in the comprehensive plan that this project is associated. PLANS — Sheet C-2 Based on the analysis of the 12-inch reducing to the 8-inch mentioned above, the design engineer needs to consider replacing the 8 inch concrete pipe because of either capacity or pipe condition. Biofiltration swale needs to clearly show depth to pass 100 year plus one foot freeboard, or 1.5 feet. Height of berm around CB #3 needs to be raised to the minimum height of 1 foot above inlet depth to pass 100-year storm. Engineer should consider using a birdcage frame and grate to prevent clogging by debris. (See attached) The plan should more clearly show the first access riser located 100 feet south of CB 2. Engineer needs to add a second riser at the south end of the detention pipe or add an 18 inch spool matching the crown, connected to a Type 1 L CB, to serve for cleaning access and air relief. 2116 RIVERSIDE DRIVE,SUITE 104.MOUNT VERNON,WA 0273 5454-(300)424 0666 FAX(300)424 6222 ses®semrau.com 09-27-02 08 : 42AM FROM Semrau Eng and Sury F03 Island Hospital Plan Review September 26, 2002 PLANS - Sheet C-3 Biofiltration Swale Detail H/C-3 needs to call out the 1.5 feet minimum depth. Detention Pipe Detail F/C-3 — show the additional access riser or add the 18-Inch spool and Type 1 L CB. It would be more clear on the plan view of Sheet C-2 if the Detention Pipe Access is labeled as detail WC-3. Control Outlet Detail E/C-3 — replace the flap gate with the APWA\WSDOT Shear Gate Std Plan B-3 END OF MEMO • 4332-dm-m7,dOc 2 2 09-27-02 08.42AM FROM Semrau Eng and Sum/ 1)04 GRANDEE W/ _AME �iSTE�1 TO / / / / / r*-/ V �\� lama. E . 169,29 INSI ..a ,, LZLLt P. Alt- I \ Mt r' 7 \ '- T (E 164.24 .;I �.k .: / l•. / / / / / J/ f ' • / .. I f`{ / / / / r.4 .e, . r \ \' {�F / / / �' , ' . IZY I l�EK /C/ / ``c / /r/ dr c BVCi\. `i1212! nd v l 1 / / / / / / �` / /--/-/ �'•. '•' `i / / / / / / / / CAA3" v TURIL.:9 t \ \ J / / / / /,,{ / AIR/ / /a, • - 4.8158.1.• • --I. t ` � � \ l \,,, / / j/ /' 0 7' �R.. . .�''' te a G �, oy / ./ / / /ti .•1 15 %/(xNr l .r �• 9 \ -� 1 / / / / / / / / / / f-X /: Q ` 1Q' C t xt:al• rd , • 4,... 1 d' :. ... :: .4. 0 / / / / / / / / / \. � w sv 1, a d / / / /I/ / / / ( / i s ief.V--44-4.-z-, Sr is I^ / / / r / / / / / / / .�, �„ / / / / / / / / S i• t \ II / / / / / / 1 / / / I g/ / A / / / / / / / / / i . '?8.•9:','.�,.. 1` �' 8" CPMC •SS ..-. Ia. / ib - `4Y164,2r4 / / / / / . . . !t, ,t 411 / / / / / / / / A / ♦ ,,, " / /( / / / / / / / ./ ..ea-I / I'l /I / / / /V / / /I/ / / /11, �. .' L'.•. ,.. / r 3/ /, / / / / / / / / / / "ttt•:., 1$;. :i }.1.:0 (,.._:.;r..,.,.,., N ;;t / >� . . / / / / /I/ / / deft - ..',:, . ,•.•. . . • .s / / / / / / / / / / / /« ; =, •_';1 't j / / / / / / tar . ' ;�` 09-27-02 08 :42AM FROM Semrau Eng and Bury P05 1 Wining8011' . i at i --§ i is / g tbdde T ,� I,�. '� '� 1 ' / !N ;� I / J}}}}�--- - ...-A. er, s'll 74'± Ft• It relv 8 aWifit o i Alai 4 1t �., pit- �1, \ iLit salt ® ,� 8;'icc. ..0k r q \ ig!,2,9 t 1 q c F. :-----. \\,,, c Tr-;,..)10? EsnliA if, at%\ti% \t IC' zaz tilsA c n till ' t , .. 1141m23 A \ Cern. N 1 st%. -9 2i r.) ‘ 1 ' 10 ril b-se �p Kik r \ QO1�' CD ,t a g V Lm ‘'„ <' a IT) SURGICALADM.SIGN I _a._ Iin `‘, (i I I 1-1 " 14 ni gyp_-_■ OP i OP OP OP-:. `. /I 22 LF 8' SD O On ZO 4lrli0 � BERMTM TOP DF�IRDNPIPE 26TH STREET _ SC s SIDE 26TH AVENUE SCALE IN FEE 11 , I r CC cf.) - ELEV = 164.10_ _`, a,4111‘ 0 ��ORATE I63.59 NEAREST ARE HYDRANT APPROX. 1-iii;mip, _t% IN (W; 15899 140 FEET EAST ON 26TH STREET .��. r. ALL: IN (5) 159.19FROM EAST PROPERTY BQUNDRY `(CJ(� �: p - IYPEIW/ OUT (E1 15Y.34 �o�L[ij �Q� t 9V efr "� Opl 1jF. -- r SO O LIM NEW IN 00 159.00�� 11) 1 P tj�` i 6 S �7 �< 6° I .16 64-30 8'• PAC SS `Pc' cAo `I�' YIJ�' I 11� I LEGEND µ ABBREVIATIONS • RIM: 16a.N32 IN {S) 157.42 EOA - EDGE OF ASPHALT in4OUT (E) 157.34 0 SANITARY SEWER MANHOLE G -GAS. BURIED `_' ••• b • I e 0 SANITARY SEWER CLEAN-OUT P -POWER, BURIED PI• 13 PVC SD 0 CATCH BASH T -TELEPHONE, BURIED '' i ; 214" PVC SD ROW - RIGHT-OF-WAY n 1 )—< CULVERT SS - SANITARY SEWER LRNE �(��' N >j t.: 154.49 © STORM DRAIN MANHOLE TW_ - TYPICAL �, 'j rn \ al (b' ;'vc) 161.97 SD -STORY DRAIN IJNE o I9 14 1 $ • iN (4") 162.84 ® WATER METER W - WATER OUT �: §"') JC2 4 C.O. - CLEAN OUT fl PL -PROPERTY LINE _ W , I- \ OUT (€7) 16:-93 FIRE HYDRANT' OP - OVERHEAD POWER iI I `— PO14ER POLE :+;UROP IA GATE/GENERAL VALVE OT -OVERHEAD TELEPHONE 11 N CHECK VALVE IN - E IRON - 1 • AC - ASPHALT CONCRETE 1 _ .�Th. _ w CAC ISTCD U9-27-02 D8: 42AM FROM Semrau Eng and Surv „\ F 0 7 z • I1 +':: rl SANITARY SEWER MANHOLE > OUT (E) 157.34 0 ICE " ' $ •�b. !W... 0 SANITARY SEWER CLEAN-OUT $ ❑ CATCH BASIN i` .• n 4' PVC �C+ . . . i. o- fq )--^—( CULVERT ,'. . `XSIWtI '.','.' I f f3 I ' •� I 1 • ' ' 4 41 ® STORM DRAIN MANHOLE �.'., , I (8" =VC) 16'I.'�7 .'.'.' . . .'. :' • ` 4 1 IN (4') 162.84 RW WATER METER `.l OUT (8") 161.9.5 A FIRE HYDRANT t• ' '� " kg POWER POLE Jv/Uti' N GATE/GENERAL VALVE �. I �I CHECK VALVE rr•.�' ,i• •.]>► ••1 !1 GAS METER �'. t.'. . . . . .I . 4 1 3 5 ea� a GAS VALVE \ u O0, r t y OQ PAD MOUNTED TRANSFORMER PARKI ► '•, 7A• T R•�S P POWER VAULT �` ll�r2 • . !i '� � I J TRANSMISSION TONER . . .'. ® a FOR UyCAT10N8 I'OF UNDERGROUND UTIUTIES ■ TELEPHONE VAULT !'! I" ; c ' ''• " 1I • 0 EAST PROPERTY UNE 0 yiQl- .i -., MONO AMBULANCE BERNCE " E--^UTILITY POLE ANCHOR . .. .'; 0 -0- uTILITY POLE . . . 16'.5' .. : , . :i 0--- STREET LIGHT ASSEMBLY G' lI 16' EASEMENT TO CITY ® (UNCTION BOX �. OF ANACORTES,AF 519594 -4 TRAFFIC SIGN N89 • '.�:.' t I a. GENERIC SIGN I CT ` NQwhl. POly V/%I'Ili(dP e SPRINKLER HEAD \ ® TELEPHONE PEDESTAL \} 5) 158.7,91 UNDERGROUND TELEPHONE MARKER IN (S) 1S8.a5 I IN (W) 158.38 0 IRON PIPE OUT (N) 1 = 35 -V. CONIFER TREE ( t• . oN1k1 Of DECIDUOUS TREE SPOOL► ND "PE' (L BUSH/SHRUB .. . .' ..•s •" , E UTILITYEASEMENT jx YARD LIGHT 1 i '� � • ` II r A.F. N0, 8302220065 = w MAILBOX • 'a.,WZ .CONDUIT . i',':'.1 7 G �7! WELL CON�UIT •'•O •;•;•• P‘tt c'r-+r+••t ROCKERY .) I r ® MON IN CASE • 1fr ' TRAFFIC SIGNAL STAND • TELEPHONE MANHOLE 41 en\ . SEPTIC TANK r...:1- .•.(\ . •:.".9TU,M(', :('>Y,P Li DISTRIBUTION BOX •- ILXISTING f"ENCE. Qa TELEVISION PEDESTAL T. j i; ` g ® TELEPHONE BOOTH 0 ROOF DRAIN . - f, 0 PROPERTY CORNER �.:._ I A"q•r 5 L.-111: • o PO O N / O / � O CC j N ( Y VV I., .1 •I. 1. u PROTECT NEW GRASSES AGAINST WELL i tI,� EROSION, UNTIL L ESTABLISHED © :"::: O° PER DOEII-5.4.3 & BMP EI.35 ASS LINING CORRECT �: :., SWALE CON- STRUCTION '%r: JN/Iy S.Q. 1-4-GRASS 500-..-1 g- 0 I • ilk BIOFlLTRATION SWALE SECTION ® NOT TO SCALE _ _-- _- , _ - .: EF.IL=.1L=.LL=4E=JL -o O W J TOP SOIL PER LANDSCAPE PLAN 0 09-27-02 08: 42AM FROM Semrau Eng and Sury P09 1/4"x 1/4"x 2"x 48"LONG ANGLE IRON BRACE. MELD TO METAL COVER. 1•TYP, WEA- TIE DOWN { RESTS- 3 PLACES MIN. I T LOCK WELD TO COVER 1/2" biA. HOLE ON BOTH SIDES 2 PLACES TYP. IP OF TIE DOWN. ♦ MATERIAL: is 1/4'1 2'BAR. mo 3 MIN, REO'D T gm SPILLWAY E 164,60 `CC RITICAL) x GALv.STLPU ROD—. FASTEN TO TOP RUNG E 5 DEELEVATION INSTALL 2 EA. MINA: 2' MIN, WIDTH STRAPS w. ot 3/8" ST.STEEL ANCHOR BOLTS. $" MIN.CLR. 38" MAX,UNSUPPORTED LENGTH. il i .. 1 A �aI MULT.ORIFICE ELBOW:EL 162.10, 2 3/4" DIA. AI ��fffr,,ry777YYYaTTTII"'111==f�7T13 1 ' r/" �� 8'-16 GUAGE ALUMINUM ,P +--.c.. o —pANO STRAP w. GASKET I --le- 1 24" ' ik24' f ile_ ( ketew-MS\Ve"SP-..--\r(311N) ILI_�I Grati H�1 B. 1 ITTI`��,—�-� �,J`I-LL�I`� T INV OUT EL 150.20 fy af.t 8 TRICTOR PLATE w TYPE 2 CATCH BASIN ICE 0 EL 157,20 54' I.D. ON SHARP EDGES. PLACE MANHOLE ON 6" COMPACTED SAND BEDDING. FROL OUTLET SHALL BE FACTORY FABRICATED. ALL METAL COVER (ENTRY SIDE) HAT A VISUAL INSPECTION CAN BE MADE IE AND DOWN THE LENGTH OF THE CONTROL CE. BUT AS FAR AS POSSIBLE OFF TO ONE OF THE CATCH BASIN SO AS TO NOT RES- T ACCESS INTO THE CATCH BASIN. AUSE OF MINOR VARIATIONS IN CATCH BASIN IETERS, THE CONTRACTOR SHALL BE RESPON- i EP E FOR THE FINAL FR OF THE MANUFACTURED CAST IN PLACE STEPS SHALL BE LOCATED CTLY UNDERNEATH THE ACCESS OPENING, CONTROL OUTLET P NnT TM ern! r / 4/ ' N ACCESS RISER (SEE DETAIL) o I N 0 co 9 A 1 cn Ittorio90/ CONTROL STRUCTURE (SEE DETAIL) I etitsrAs�-(tPale-SS PLAN VIEW NOT TO SCALE re-' ir I tt, ACCESS RISER (SEE DETAIL) Iry c CONTROL STRUCTURE• (SEE DETAIL) i /V . 1 / DETENTION TANK 4' DIA_ CMP 06 GUAGE W/ ASPHALT TREATMENT 1) i v £3 3 SLOPE 0.8% --........ 4, SECTION VIEW NOT TO SCALE © DETENTION PIPE DETAIL3C MIN. DIA. NOT TO SCALE o 09-27-02 D8: 42AM FROM Semrau Eng and Sury PH • • '4IIIIIiI1 ,= -I- ■ m raw■ -rr 24,I C 11,254 ___ as a _ a Czi a i awls ■ram Alai FILTERFABRIC, MIFL SECURED RTOOPOSTS LL BARS 5/8 ALL SLOTS 1 " — 4 20" r► f aI0.25'el - ' FINISHED GRADE . . OF SWALE • : - \ '0., f ''', 'r'aL! GRATE WITH >1;., .f Jr!t�. ! J ri,I : FRAME n •'� N..'''' Wik '.".�.,,., TYPE 1 w,; ,. • CATCH BASIN `— CQNSTRUCT 6' X ALONG SITE—SIDE :HIVE DRAIN GRATE TO BE USED IN LANDSCAPE BIOSWALE INSTALL FILTER :AS ONLY. FRENCH AND ON F FILL WITH PEA C MOUNDED AGAINST MANUFACTURED BY SATHER COMPANY, 1-425-259-5133 PRODUCT # 2024 BEEHIVE CRATE & FRAME, OR EQUAL. S1L EHIVE GRATE & FRAME DETAIL N.T.S. J CONSTRUCT SWALE' ALONG BACK OP WALK TO COLLECT STORM WATER PRIG INSTALL 8.5 LP e 2' PVC THROUGH-CURB DRAINS AT f00' INTERVALS ALO GRADE SWALE BEHIND WALK TO mar RUNOff INTO DRAINS INSTALL 2- . UPHILL END OF PIPE. DRILL lit PERPORAT1ONS /N CAP. BACKFILL AROUA } CLEAN DRA/NROCK, 8' DEEP, x 2° ALONG WALK, FLUSH WITH TOR WALK a 2 a 30 ROW so' _ OR AS INDICATED ON PLANS/ 2?° 3.5' 2 5' AS (m) n �� DETERMINATION OF NONSIGNIFICANCE V AND ADOPTION OF EXISTING c,\ 17 ENVIRONMENTAL DOCUMENT Description of current proposal Adding 40 _parking spaces to existing lot Proponent_Is land Hospital _ Location of current proposal South of Island Hospital at the end of _2_4th Street -- Title of document being adopted South Parking Lot Pro j ect Date adopted document was prepared July 15 , 2002 Description of document(or portion)being adopted South Parking Plans If the document being adopted has been challenged (WAC 197-11-630), please describe: N/A The dorm invent is available to be read at(place/time) Is land Hospital Engineering/ 1000 to 1430 Monday through Friday _ The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement(EIS)is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. ti There is no comment period for this DNS. This DNS is issued under WAC 197-11-340(2);the lead agency will not a�on the proposal for 14 days from the date below. Comments must be submitted by 2 z/,yes z- We have identified and adopted this document as being appropriate for this proposal after independent review. The document meets our environmental review needs for the current proposal and will accompany the proposal to the decision-maker. Name of agency adopting document Island Hospital Contact person, if other than responsible official Craig_ Perkins , CFO Phone (360) 299-1327 Responsible official Vincent Oliver, CEO Position/title CEO/Administrator Phone (360) 299-1303 Address 1211 24th Street, Anac tes WA. 98221 Date �� J�00� Signature � . ECY 050-46(*(Rev.4/98) 143 h ENVIRONMENTAL CHECKLIST ISLAND HOSPITAL 1211 - 24TH STREET ANACORTES, WA 98221 360-299-1300 PURPOSE OF CHECKLIST: The State Environmental Policy Act(SEPA), Chapter 43.21 RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Government agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a questions does not apply to your proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or it's environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project", "applicant"and "property or site" should be read as"Proposal", "proposer' and "affected geographic area, respectively. 1 �) A. BACKGROUND C' 1. Name of proposed project, if applicable: ISLAND HOSPITAL — 26TH STREET PARKING LOT 2. Name of applicant: ISLAND HOSPITAL 3. Address: 1211 24TH STREET City: ANACORTES, WA 98211 Phone: (360) 299-1330 Contact Person: BILL MARIS 4. Date checklist prepared: MARCH 2002 5. Agency requesting checklist: CITY OF ANACORTES 6. Proposed timing or schedule (including phasing, if applicable): PROPONENT WOULD BEGIN WORK AS SOON AS PRACTICABLE PENDING SEPA DECISION AND APPROVAL OF PERMITS AND ASSOCIATED APPLICATIONS FOR DEVELOPMENT. 7. Do you have any plans for future additions, expansion or further activity related to or connected with this proposal? If yes, explain. NONE CURRENTLY PROPOSED 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. NONE BEYOND APPLICATION MATERIALS AND INFORMATION PROVIDED IN THIS CHECKLIST 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NO. 10. List any government approvals or permits that will be needed for your proposal, if known. GRADING, DRAINAGE AND UTILITY PLAN APPROVAL; SITE DEVELOPMENT APPROVAL FROM THE CITY OF ANACORTES. 2 • 11. Give complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. THE APPLICANT IS ADDING 40 PARKING SPACES TO THE EXISTING PARKING LOT ON TWO EXISTING PARCELS WITHIN THE CITY OF ANACORTES. THE 1.02 ACRE PROJECT SITE WOULD INCLUDE APPROXIMATELY 35,000 SQUARE FEET OF ASPHALT IN ORDER TO PROVIDE 105 PARKING SPACES. 12. Location of the proposal. Give sufficient information fora person to understand the precise location of your proposed project, including a street address, if any, and Section, Township and Range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. THE PROPOSED PROJECT IS LOCATED AT THE SOUTH END OF THE DEAD END OF ON 26TH STREET NEAR ITS INTERSECTION WITH COMMERCIAL AVENUE WITHIN THE CITY OF ANACORTES. (PLEASE REFERENCE VICINITY MAP AND SITE PLAN FOR EXACT LOCATION) 3 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): FLAT, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? FIVE PERCENT (5%) c. What general types of soils are found on the site (for example: clay, sand, gravel peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. THE SOILS BELOW THE PROJECT SITE ARE LISTED WITHIN THE SKAGIT COUNTY SOIL SURVEY (1989) AS BOW- URBAN LAND COMPLEX 0 — 8%, CONSITING PREDOMINANTLY OF GRAVELY LOAM. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NO. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. GRADING ON SITE WILL BE MINIMAL DUE TO THE EXISTANCE OF AN EXISTING GRAVEL PARKING LOT AND RELATIVELY LEVEL BUILDING PADS ALREADY IN EXISTENCE. GRADING ACTIVITY WILL BE LIMITED TO THAT REQUIRED TO CREATE A PAVING SURFACE AND DRAINAGE INFRASTRUCTURE FOR THE PROPOSED PARKING AREA. FILL MATERIALS WILL INCLUDE AGGREGATE, INCLUDING GRAVEL AND CRUSHED ROCK. THESE MATERIALS WILL BE IMPORTED FROM A LOCAL QUARRY. 4 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. YES. REMOVAL OF VEGETATION AND SOIL DISTURBANCE DURING PROJECT CONSTRUCTION COULD RESULT IN EROSION FROM STORMWATER RUNOFF. g. About what percent of the site will be covered with impervious surfaces after project construction (for example: asphalt or buildings)? 9600 SQUARE FEET OF IMPERVIOUS SURFACES WILL BE ADDED TO THE EXISTING PARKING LOT OR 80% OF THE SITE BEING COVERED BY IMPERVIOUS SURFACES. h. Proposed measures to reduce or control erosion or other impacts to the earth, if any. APPLICANT SHALL PREPARE AND SUBMIT EROSION CONTROL PLANS PER CITY STANDARDS AND REGULATIONS. 2. AIR a. What types of emissions to the air would result from the proposal (i.e.: dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities, if known. CONSTRUCTION EQUIPMENT WILL GENERATE AN INCREASE IN HEAVY EQUIPMENT EMISSIONS DURING DEVELOPMENT. DURING DRY PERIODS, DUST COULD BE CREATED FROM EARTH MOVING ACTIVITIES. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. NO. c. Proposed measures to reduce or control emissions or other impacts to air, if any. s EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY ALL CONSTRUCTION EQUIPMENT SHALL BE OPERATED WITH FACTORY SPECIFIED EMMISSION CONTROLS. DURING DRY PERIODS, EXPOSED SOIL WILL BE WATERED AS NECESSARY TO PREVENT THE SPREAD OF DUST CREATED FROM CONSTRUCTION ACTIVITY. 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. NO 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NONE PROPOSED a. Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities, if known. NO. 4) Does the proposal lie within a 100 year flood plain? If so, note location on the site plan. NO. 6 C EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY 5) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO b. Ground: 1) Will ground water be withdrawn or will water be discharged to ground water? Give general description, purpose and approximate quantities, if known. NO. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage, industrial, containing the following chemicals..., agricultural, etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) or the number of animals or humans the system(s) are expected to serve. NONE. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any, (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. STORMWATER RUNOFF WILL BE GENERATED FROM IMPERIVIOUS (PAVED) SURFACES ASSOCIATED WITH THE PARKING AREA. STORMWATER WILL BE DIRECTED TO A DETENTION POND AT THE SOUTH EASTERN EXTENT OF THE PROJECT SITE AND ROUTED THROUGH A BIOFILTRATION SWALE ALONG THE EASTERN BOUDARY OF THE PARKING LOT BEFORE ENTERING INTO CITY OF ANACORTES STORM DRAIN SYSTEM. 2) Could waste materials enter ground or surface waters? If so, generally describe. WASTE MATERIAL COULD ENTER THE STORM DRAIN SYSTEM, COLLECT IN THE DETENTION SYSTEM_THEN PASS/COLLECT IN THE BIOFILTRATION SWALE. 7 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any. DRAINAGE WILL BE TREATED IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY STORMWATER MANUAL AND CITY OF ANACORTES STANDARDS. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: ALDER, maple, aspen, (WILLOW), evergreen trees: FIR, cedar, pine, (HEMLOCK) X shrubs X grass _pasture crop or grain _wet soil plants: cattail, buttercup, bulrush, skunk cabbage, water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? PROJECT CONSTRUCTION WOULD REQUIRE THE RELOCATION OF EXISTING SHRUBS AND REMOVAL OF SOME EXISTING_GRASSED AREAS ASSOCIATED WITH EXISTING STRUCTURES. c. List threatened or endangered species known to be on or near the site. NONE KNOWN. d. Proposed landscaping, use of native plants or other measures to preserve or enhance vegetation on the site, if any. THE APPLICANT WILL REINSTALL LANDSCAPING IN THE ENTRY AND PLANTER AREAS AS SHOWN ON ATTACHED SITE PLAN. PLANTING WILL BE PERFORMED IN ACCORDANCE WITH CITY OF ANACORTES LANDSCAPE ORDINANCE. 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site. Birds: hawk, heron, eagle, great horned own, woodpecker 8 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY Mammals: deer, bear, elk, beaver, OTHER Mice, Possum, raccoon Fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. NONE KNOWN c. Is the site part of a migration route? If so, explain. NO. d. Proposed measures to preserve or enhance wildlife, if any. Reinstall existing landscaping shrugs and plants. Bird boxes may be installed. 6. Enerqv and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood, stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. THE DEVELOPMENT OF THE SITE FOR RESIDENTIAL USE WILL GENERATE A NEED FOR ELECTRICITY FOR LIGHTING PURPOSES. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NO. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. LUMINARES USED FOR LIGHTING THE PARKING LOT WILL MEET STATE ENERGY STANDARDS. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill or hazardous waste, that could occur as a result of this proposal? If so, describe. 9 ((� I EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY NO 1) Describe special emergency services that might be required. NO ADDITIONAL SERVICES ANTICIPATED 2) Proposed measures to reduce or control environmental health hazards, if any. COMPLIANCE CITY STANDARDS AND REGULATIONS. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? NONE. 2) What types and levels of noise would be created by or associated with the project on a short term or a long term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. IT IS ANTICIPATED THAT NOISE ASSOCIATED WITH EARTHMOVING AND PAVING ACTIVITIES WILL OCCUR BETWEEN THE HOURS OF 7:00 A.M. AND 6:00 P.M. AFTER CONSTRUCTION, NOISE LEVELS SHOULD BE EQUIVALENT TO THOSE ASSOCIATED WITH URBAN/SUBURBAN NEIGHBORHOODS. 3) Proposed measures to reduce or control noise impacts, if any. ALL CONSTRUCTION EQUIPMENT SHALL MEET FACTORY SPECIFICATIONS FOR NOISE SUPPRESSION. ENFORCEMENT OF WORK DAY HOURS FROM 7:00 A.M. TO 6:00 P.M. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? THE SITE IS CURRENTLY USED AS A PARKING AREA. THERE ARE STRUCTURES ON THE SITE WHICH ARE CURRENTLY BEING USED io ( � ) EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY AS OUTBUILDINGS FOR HOSPITAL MAINTENANCE. ONE STRUCTURE TOWARDS 26TH STREET IS USED AS A HEALTH CARE OFFICE ASSOCIATED WITH ISLAND HOSPITAL. THE CURRENT USE ON ADJACENT PROPERTIES ARE AS FOLLOWS: NORTH — USES TO THE NORTH OF THE PROJECT SITE INCLUDE THE MAIN HOSPITAL BUILDING, AND RELATED HEALTH CARE FACILITIES. SOUTH — USES TO THE SOUTH OF THE PROJECT SITE CONSIST PRIMARILY OF MULTI—FAMILY RESIDENTIAL (APARTMENTS) AND SOME SINGLE FAMILY RESIDENTIAL HOMES. EAST- USES TO THE EAST OF THE PROJECT SITE INCLUDE MULTI- FAMILY RESIDENTIAL (APARTMENTS) AND COMMERCIAL FACILITIES (ALONG SR 20). WEST- USES TO THE WEST OF THE PROJECT SITE INCLUDE HEALTH CARE OFFICES AND FACILITIES. b. Has the site been used for agriculture? If so, describe. THE SITE HAS NOT BEEN USED FOR AGRICULTURE WITHIN THE RECENT PAST. c. Describe any structures on the site. THE STRUCTURES ON THE SITE CAN BE DESCRIBED AS FOLLOWS: AN EXISTING HOUSE USED AS A PRE-NATAL CARE OFFICE ASSOCIATED WITH ISLAND HOSPITAL. A VACANT STRUCTURE — PREVIOUSLY USED FOR HOSPITAL FACILITY MAITNENANCE ONE EXISTING HOSPITAL MAINTENANCE FACILITY LOCATED IN THE SOUTHERN BOUNDARY OF THE PROJECT SITE. d. Will any structures be demolished? If so, what? YES, THE BUILDINGS ON THE SITE, WITH THE EXCEPTION OF THE EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY MAINTENANCE BUILDING ON THE SOUTHERN PORTION OF THE PROPERTY, WILL BE DEMOLISHED TO EXPAND THE PARKING LOT. THE PRENATAL CARE FACILITY WILL BE DEMOLISHED FOR PARKING LOT CONSTRUCTION. THE EXISTING MAINTANCE FACILITY AT THE SOUTHERN EXTENT OF THE PROJECT SITE WILL REMAIN IN USE. e. What is the current zoning classification of the site? R4A f. What is the current comprehensive plan designation of the site? R4A g. If applicable, what is the current shoreline master program designation of the site? NOT APPLICABLE. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. NO. I. Approximately how many people would reside or work in completed project? NONE j. Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any. NONE PROPOSED. EXISTING HOSPITAL USES OF THE PROPERTY DISPLACED BY THE PROJECT HAS BEEN MOVED TO OTHER LOCATIONS. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. 12 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY ALL DEVELOPMENT PLANS WILL BE REVIEWED BY THE CITY OF ANACORTES FOR COMPLIANCE WITH COMPREHENSIVE PLAN AND ZONING. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle or low income housing. NONE b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low income housing. NONE. EXISTING STRUCTURES CURRENTLY DO NOT PROVIDE HOUSING OR RESIDENTIAL USES. c. Proposed measures to reduce or control housing impacts, if any. NONE CURRENTLY PROPOSED 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building materials(s) proposed? NO STRUCTURES ARE PROPOSED b. What views in the immediate vicinity would be altered or obstructed? NONE c. Proposed measures to reduce or control aesthetic impacts, if any. NONE PROPOSED BY PROPONENT. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? 13 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY THE FINISHED PROJECT WILL INCLUDE STREET LIGHTS THAT ILLUMINATE LOCALIZED AREAS AT NIGHT. ALL LIGHTING IS EXPECTED TO OCCUR DURING AT NIGHT. b. Could light or glare from the finished project be a safety hazard or interfere with views? NO c. What existing off-site sources of light or glare may affect your proposal? NONE KNOWN d. Proposed measures to reduce or control light and glare impacts, if any. ALL LIGHTING WILL BE DIRECTED DOWNWARDS AND WILL BE LIMITED TO LOCAL ILLUMINATION ONLY. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? LOCAL NEIGHBORHOOD PARKS/ STATE PARKS/AND BEACHES. b. Would the proposed project displace any existing recreational uses? If so, describe. NO. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. NONE CURRENTLY PROPOSED 13. Historic and Cultural Preservation a. Are there any places or objects listed on or proposed for national, state or local preservation registers known to be on or next to the site? If so, generally describe. NO. 14 EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the site. NONE. c. Proposed measures to reduce or control impacts, if any. NONE. 14. Transportation a. Identify public streets and highways sewing the site and describe proposed access to the existing street system. Show on site plans, if any. THE SITE IS ACCESSED FROM ACCESSED FROM 26TH STREET AND COMMERCIAL AVENUE (SR 20). b. Is site currently sewed by public transit? If not, what is the approximate distance to the nearest transit stop? YES, PUBLIC TRANSIT IS AVAILABLE ON SR 20 (COMMERCIAL AVENUE). c. How many parking spaces would the completed project have? How many would the project eliminate? THE COMPLETED PROJECT WILL ADD 40 SPACES BRINGING THE TOTAL TO 105 PARKING SPACES. PARKING WOULD NOT BE ELIMINATED AS A RESULT OF THIS PROPOSAL. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). NO e. Will the project use (or occur in the immediate vicinity of) water, rail or air transportation? If so, generally describe. NO. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No additional traffic volume will be added. 15 CM EVALUATION FOR TO BE COMPLETED BY APPLICANT AGENCY USE ONLY TRAFFIC REPORT? g. Proposed measures to reduce or control transportation impacts, if any. Additional off street parking is intended to relieve on street parking. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. IT IS NOT ANTICIPATED THAT THE PROJECT WOULD INCREASE THE NEED FOR PUBLIC SERVICES. b. Proposed measures to reduce or control direct impacts on public services, if any. COMPLIANCE WITH CITY STANDARDS AND REGULATIONS. 16. Utilities a. Circle utilities currently available at the site. ELECTRICITY, NATURAL GAS, WATER, REFUSE SERVICE, TELEPHONE, SANITARY SEWER, other (CABLE TV) b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. ELECTRICITY WILL BE UNDERGROUND AND PROVIDED BY PUGET SOUND ENERGY; C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understan fth'at h)ad agency is relying on them to make it's decision. Signature /Q6 Date Submitted 7 / tn— 16 MECr A NICAL Al " -- 18 ST 0 19 ST ell-DING OX A 20 ST Y TANK , X r m Z.. A x • > D > > > 1 T r'1 m m m 22 ST :-- •�� \ xp22 ST _ ' GASr 1 AMETER SURGICAL ADM.SIGN 23 ST m SI 23 ST i Irn 24 ST 124 ST _ I z • `- I! 25 ST 25 ST D< a.N[? _l 1"=F= r - _ a , 26 ST 26 ST GAS x D y ti I INSTALL GRAVEL AND �7 ST 27 ST m i WIRE AiESH FlLlER l ._ Al • CATCH BASINS Cl) 0 �P ' -_, C 0(` OP-I ' 1/4._ I I . OF; \ OP OP OP-OP " -OP- • •.'I DETAIL (TYP) - - LI_ - - �� I 28 ST 28 ST --•r ;PH?LT ' . 11 0 20 40 60 29 ST j6s 26TH STREET ,( 29 ST sAwcut `` SCALE IN FEET !" 3o sr o 30 ST - --r'- _- - -- - .. - ;--..e�`y .0 _ _ - .,'/- - - .,_ ___ 1`'i----- -__.- 5" i:I' =U, O 3.i - . ;- - - - - 31 ST M31 ST i : 000101;O♦001ie i ii ' ' 0010000�� F r.l_r- _� �, I " - 00ettbil i 1 n 1 DNS \LF TE e 5'e N (v:^ 1,,_1 ' IOOS11!OOf / I IN !w) 1l.,'syv 32 ST r' / rd ') r,_LI.. 1 �__ ' L, - -rr5fc - �.000NOOOOOO 5 (r�, IN E 15d�19 T (E) 1 ,+.,' 1 ��OOOs�. F►1 I - our (C) 1 F ' EROSION CONTROL NOTES 33 ST T`1' ` j 1 rOOOO�n1 i _ 1. \ �0�:�0�0�0�� SS RIM: 164.fl9 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION I C )-{ �0100000''4 • �I ®® IN (5) 157.42 AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE I i r; OOOOl01 OUT (E) 157.34 FIELD AND OBSERVED DURING CONSTRUCTION. I c OOOOOOOO�OO� ' (I 8" PVC SS 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE dl Illa jli 1 \ 1 00•04'0! CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR i E 0.041000 O I OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES VICINITY MAP CONSTRUCT CONSTRUCTION C 0000�01 i );^'-H r'( I- vt,' �1'F' ENTRANCE PER NOTE 4 AND 0000140 ,•' NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND t CONSTRUCTION ,ETITR/1PICE 010010/ �{ /1 SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY ' DETAIL 1OOOj0j%? )) I II $ ;' f CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION „ , NOT TO SCALE C1;01001110,' j IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. _- - THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO j , GRAVEL (12" MIN- DEPTH) I ` (A - C1 'y4' LD EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE C » - h„ "' RESPONSIBIUTY OF THE CONTRACTOR. RUNOFF WATER _ V. - 1.)J. 1re w A - 4 o\r `D WITH SEDIMENT 0 t - I 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICED ON THIS �I }Z '':�'��'��+;1 .`. I L C t;GN.' EX -, lid i ,� l;f \ - ►': ' '^ice +y _ il I;Itd:- ;,g f ,(;F" Io4 `' DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET - ��.�.���.����•:�� '��_«;.:�T - I �' F Q 1 __� p �y °f ;, 1 10',.9+ ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND _ !A :`"`\� . . • •; • ; •-A's . I-,T o ,�-' 11, jI >.,.' •1 ',4 IN 4-) 162_.84 UNEXPECTED OR SEASONAL CONDITIONS DICTAE, THE PERMITTEE SHALL -I �; I-I I `C 1!. `'IET' s: E,4'1 if.. ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL -III- I I-I I•'.,i`.. �� fj'?I-, it-"- , FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION s II•'' WIRE MESH WITH FILTER I `r1 1 CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF "C:, I 1 ------__ 1 ..g FABRIC ON TOP dJHF t SI(:- 1' I r'; c II CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY \ 1� I OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE SEDIMENT FILTERED WATER TRIANGULAR SILT DIKE \ ' W CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL OR APPROVED EQUAL c Exl n'.I; E , CONSTRUCT SILT FENCE PER INSTALLATION PROCEDURE FOR GRAVEL AND WIRE MESH FILTER: gili_I;,n,,_ DETAIL TO PREVENT SEDIMENT FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE I y' NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE A. PLACE WIRE MESH OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF • ` RUNOFF TD ADJACENT PROPERTY C - - RECEIVING DRAINAGE SYSTEM. 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR 1 \ THE CONTRACTOR IS ADVISED THAT AT THE DISGRESSION OF THE COMPARABLE WIRE MESH WITH 1/2 INCH OPENINGS. IF MORE THAN ONE STRIP OF - C'D II z ENGINEERING DEPARTMENT OF JURISDICTION, ADDITIONAL EROSION MESH IS NECESSARY, OVERLAP THE STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. p �1, , C 3 ? CONTROL REQUIREMENTS MAY BE CALLED FOR. B E. + • f 4 w CONSTRUCT 1.5' MIN. DEPTH B. EXTEND THE ALER FENCE/WIRE MESH BEYOND THE INLET OPENING AT LEAST - ;: :r 2' WIDE INTERCEPTOR SWALE, W/ 4• A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 15' x 50' x 12" DEPTH 18 INCHES ON ALL SIDES. PLACE 3/4 TO 3-INCH GRAVEL OVER THE FILTER `i OF 4-6 INCH QUARRY SPALLS SHALL BE INSTALLED AT ALL POINTS OF FABRIC/WIRE MESH. THE DEPTH OF THE GRAVEL SHOULD BE AT LEAST 12 INCHES C �I 2H/1Y SIDE SLOPES. INSTALL� SILT DIKES O 50' CENTERS. VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. OVER THE ENTIRE INLET OPENING. I . . i " C 5. ALL CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION BY Bt - -. I 6`r° 1O ` 4 PLACEMENT OF CATCH BASIN PROTECTION PER DETAIL ON THIS SHEET CB PROTECTION DETAIL. 7 5' O • it THROUGHOUT THE SPAN OF CONSTRUCTION. SECT. A - A C I 0 4 `` ,do\ 1 NOT TO SCALE I I �� `p ,� N�Sl�`` 6. ALL BARE AREAS NOT OTHERWISE DESIGNATED SHALL BE SEEDED IMMED- s:i ., IAELY FOLLOWING CLEARING AND GRADING OF THOSE AREAS. SEED MIXTURE c, �'.I� - 1_Ya'. ' `�,� „1 NOT TO SCALE ', 1 ,,J� SHALL CONSIST OF THE FOLLOWING: 10% REDTOP. 40% ANNUAL RYE, 40% q jI . ''c ' -7 RI_M: 171,86 • ? QLLS d� r� CHEWINGS FESQUE, 10% WHITE DUTCH CLOVER. - DROP}IN61536165.98 161.J1 C I . �� 7. THE CONTRACTOR SHALL KEEP SILTATION AREAS BEHIND SILT BERMS CLEAN tA) • >: WATTLE: \ (' DURING THE COURSE OF CONSTRUCTION. d ':z • FILTER FABRIC s I 8" CONC ss -- s ) -_ I I) �` o OR APPROVED EQUAL OUT'',(E 161.24 f. as �1 - _ - 8. EXISTING ROADS ARE TO BE KEPT CLEAN DAILY. MATERIIuL I , TRIANGULAR SILT DIKE \ C ] �' \ TM-A HIGH WA ER SPILLWAY I ? , ` \ 2" BY2" BY14GA- WIRIE "" , • V HIGH WATER :• �.; I ! 't1W-I Ft! - 'W/DR :} FABRIC OR EQUIV, QR GRAVEL SPILLWAY •" �, 0 0 `I-p DEMOLITION NOTES: t - I r- - - - - -\ ii IN 1 I SS RIM: 167.91 •A '' " '' •k I , J LOx -- S I I 11-1-_..�i1�: t•-� •J. I ri 1 \ 0 , • •\ IN (S) 158.45 1, THE CONTRACTOR SHALL PROVIDE FOR A PERMITTED WASTE SITE FOR e .,• !;) ,, i ' \ IN (W) 158.38 DEMOLISHED MATERIALS. PROVIDE 3/4"-1.5" I, + I I I WASHED GRAVEL BACKFILL �;:; °_„- • O ----- c I I QUT (N} 158.35 ,•• -n- , C I 2. DEMOLITION EDGES LOCAED IN ASPHALT OR CONCREE SHALL INCORPO- IN TRENCH AND ON BOTH SIDES �II;S -R--u>_I v fn '~ H`j 0� wi. �r- ' y) , : RATE THE USE OF SAW CUTS. SAW CUT CONCRETE AND SIDEWALKS OF FILTER FENCE FABRIC ON N-a- - 1 f 0_,?isr. t I I I I AT THE NEXT NEAREST JOINT. THE SURFACE ,_• I(JJ ANCHOR FABRIC - 3. COORDINATE UTILITY DISCONNECT DEMO WITH LOCAL UTILITY COMPANIES. 8" MIN. 'Y �-r PER MANUFACTURER'SI / W RECOMMENDATIONS• N 2" BY 4" WOOD POST 4; Jt ,(�f l If . 4- THE CONTRACTOR SHALL NOT BE ALLOWED TO DISRUPT UTILITY SERVICES ALT: SEEL FENCE POSTS 1• �J i I I • • TO EXISTING BUILDINGS OR FACILITIES. - ':) SECT. B - B 7 5. FOR VERTICAL DATUM AND BENCH MARKS SEE C-2 - - 1! NOT TO SCALE { ``• ' =.••r II 6. EXISTING UTILITIES ARE SHOWN TO ASSIST THE CONTRACTOR IN THE •I I EXISTIN:: GUI-L'I1IG 1 -� s _, PERFORMANCE OF HIS JOB. THE CONTRACTOR SHALL BE RESPONSIBLE FILTER FABRIC MATERIAL (EOS STANDARD SIEVE NO. 70) 0' TO PROTECT, IN PLACE. ALL UTILITIES OR STRUCTURES WHETHER OR 60' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH - I IFABRIC TO WIRE TRIANGULAR SILT DIKE DETAIL - J"HE:EL °-rv� (T"P;'•., I NOT SHOWN ON THESE PLANS. ANY DAMAGE TO UTILITIES OR STRUC-( r z CONSTRUCT SILT FENCE PER TURES CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED NOT TO SCALE _ j L 1 `-.'\ , DETAL TO PREVENT SEDIMENT AT THE CONTRACTOR'S EXPENSE. THOUGH GREAT CARE HAS BEEN TA- 2" BY 2" BY 14 GA. WIRE y� 1 l RUNOFF TO ADJACENT PROPERTY KEN TO BE BOTH PRECISE AND COMPREHENSVE. NO GUARANTEE IS - ' ;ABRIC OR EQUIV. 2L,e,e_ `. �l�-�` oe- 1-y � ./1--- , ,b �¢A____ wip:;_; q,'tEF - __( IMPLIED THAT ALL EXISTING CONDITIONS ARE HEREBY REFLECED. ` , v - l U - I �_ -�....... ' \ L-`, . . ((NNJ".... / ' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS ICJ 'lain c Fr -_ „ o STUMP i'- - I AND SEQUENCE OF CONSTRUCTION. SITE ADJUSTMENTS AND DIVER- , ' - ego GENCE FROM THE PLANS ARE SUBJECT TO THE ENGINEER'S APPROVAL. N C �_ t ' +� 1 - '4 \ - _ I I 1,=;r-n=8=8=R=11=11=11=u=u-u=11=aI=N=11=11=N=x-,_ _ - /Y,-i may- ;59 69� s ! „ ,-- EX1 ,11`..G FENCE 8. A PRE CONSTRUCTION CONFERENCE BETWEEN THE CONTRACTOR AND b- _ ' _ _ = Iru n n-u-u-R=IrII Iru-u-Tl n=o=u=I vV 111 -- `J '^P_ ''^;; , I I / THE CITY ENGINEER IS REQUIRED AND SHALL BE HELD NOT MORE THAN in BURY BOTTOM OF FILTER , q Q LI SF'`'E'- FT _ 103 1e. �' 7 ' SEVEN DAYS PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, - I MATERIAL IN 8" BY 12" G� ©/ -\ �/ `} ` r� (`+ _ ( I _ x DEMOLITION OR CONSTRUCTION WORK. I TRENCH �.l f 9. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORD DRAWINGS OF N 6' MAX. rt..r; L_ II - .Jl ll ALL NEWLY UNCOVERED AND NEWLY CONSTRUCTED UTILITY LOCATIONS. - , ',mil! ' - I SAME DATA SHALL INCORPORATE THE USE OF TRIANGULATED THE PRESENCE OF THIS NOTES INDICATES - - -`- -- - INFORMATION FROM ABOVE GROUND AXED STRUCTURES WHICH IN TURN 1 - "-- - - -�' _ ASPHALT is SHALL BE MADE AVAILABLE TO THE DESIGNING ENGINEER FOR THE 2" BY 4' WOOD POSTS, STANDARD OR BETTER THAT THIS DRAWING HAS NOT BEEN "' -14 PURPOSE OF CREATING RECORD DRAWINGS. OF EQUAL ALTERNATE: STEEL FENCE POSTS 1L. RELEASED FOR CONSTRUCTION PURPOSES j i Ca rE _ 'y �_C AND IS SUBJECT TO REVIEW & CORRECTIONS ' 'I m r pA F: 14,.E. t;Y: 1, F Xi':iIN; HUI_[; NO CRti TC.__7t'-3 i h. , 4" PVC I -- �.4'0 SILT FENCE DTL. 11 � I', ' P YI.) Ie,7,°a . _ W i,t:"i 1(F 41 ' NOT TO SCALE -- - "-^ --�' - "- �, �DAT.\ORAWNGS\3505-28-PARKINGL1505-CI-EROAWG VEGETATION l fNE[_ - VEGETATION L C III- -��� G I _,- RIM: 168 7) W A ^� rr � `_. _ O 1' IN (S) 159.82 �J �SG� __ __. ~�*�M \ r_ IN (E) 159.78 M� ` REVISIONS F&K CK -----_ _ � � OUT (N) 159.59 �? , SAND HOSPITAL - 26TH ST PARKING LOI ` x rt j \? 6" PVC SS - S. Eh` '^' " r' = , 111.1 APPROVED FOR CONSTRUCTION 2 TEMPORARY EROSION CONTROL PLAN CALL BEFORE YOU DIG % ANACORTES WASHINGTON in P 011jA1'' SCALE. • DWG. NO. QQ a DRAVN 8Y' GDC DA'E' 7/29/02 FAKKEMA & KINGMA, INC. 1• = 20' 3505 • -G�OO-424-5555 CITY ENGINEER DATE IXPJRE5 o5/o9/j4 APPROVED BY' DATES CONSULTING ENGINEERS B. SURVEYORS DATE, SHEET NO. C_.1 840 SE 8th Ave 4102 Oak Harbor, Va. 98277 (360) 675-5973 a a. 18 ST 019 ST MEC NICAL -a ILDING K 20 sr ox. x I- K z 21 ST TANK - - r A N ROTECTIN PLACE_ INSTALL ON EX j rn a STING CONCRETE 8• CC S0: CB �tl S TYPE I 22 Sr k GE _ MATCH EXIST. GRID. 22 ST = T I LE _ 158.72 (EX VERIFY) GAS ' METER SURGICAL ADM.SIGN 23 ST a SITE 23 ST L I I.E. _ 159.14 (NEW OUT) < Ism 24 ST m 24 ST _ _ _ �o 25IST 25 ST -� D - :17uCG: _'SL'_ -- IA'VJr, I:L - ----- G E<rt a , _' ':'4 __ --- : ` ' 26 ST 2fi ST Q GAS1 u • x - - 131FB" SD 0.5x - I < - ti r Y`I . .r :-a , 'r:aLY - INSTALL: • -i. c• I I 27 ST 27 ST m -�P C or OP- ""'h'-`i91v ' ' i OP OPLata r TIl1SIN , ,'--OP ,It` S7p'___■ OP OP OP OP O I 28 ST _ 28 ST Ill / / 'C / / / ✓ PER"LTETAIL ADJU CAIYH BASIM• / T/ 7-. -7 r arpgE c 'MS 22 LF 8 SO O 0.82 20 40 60 29 ST 29 ST GRADE w ne ADJUS,Eb,TO , ! / ! / % ,r I E _ 159.20 Is 2 6 T H STREET INSIDE • S SITE BM: TOP OF IRON PIPE CURTAIN DR OCANT H 8 U' / / /v/ / / / / ! s T PROPERTY CORNER SCALE IN FEET O 30 ST --Nice- -- A ,- 12' -• ---, 1l i ."-�_/-� / i J,./ / !_ , fi'!- -/-7''% i S. SIDE 26TH AVENUE. 30 ST s» 0 ELEV = 164.10 x % 1 / / / 5 t % % �Y / f�RSaXaa • r , il�:� i►�_ D 31 ST Ill31 ST tic • I I1 �c:,. / �� 44� - - f < rei / / / / / / / / / / / / / ` PA'= NEAREST FIRE HYDRANT APPROX. I_ GF_r.1L'. ems, ;E r•=.,,`` �I ,. / ;�'-'I 1 [�� '( f:�� v IN (N: 1:3'- 32 ST rn D N ; r,' 1 E-1 2 /`// / / / / / / / - L. J .../ d ? / ® /IIIII 140 FEET EAST ON 26TH STREET r L-- IN (S) 1 J.1•J FROM EAST PROPERTY BOUNDRY D / Y. / / / / / / t / `_-_ rid STALL JT (El 1.34.2� / / / / / / / / 4/ / -. ! fO ' , f A: ' / / ' iiF� = /3 TYPE I w/ our tE 1�a.3a 33 ST f 1 _ �• _ =t_ , -L. Ilk ----- fF8 SDOLOOTNEW IN (W) 1/59.00p N / /' C / / / / / / / / / � � . - / NEGTTOtB52 i / ! c. •.a / /INSTALL / / / / / /C/ - , ., -n- ' - 1 ;_ILR -En F• mum BERM s - `;,/ /1/EX 4' PV'0; •• • •/ / / / f 1 ® • ND CATCH BASIN / /, E: i► `• FFF,,,����/ ; • MIN ELEV OF 185.5 " / / / ! / / / ( s' �� }. 4. • PLC o-• • I • LE _ 182.30 8" PVC SS a . / / / / / � J ! l�A . ► TURA{' ~:J a LEGEND ABBREVIATIONS VICINITY MAP '> S �. . o.'.- . I SS RIM: 154 97 ice , J ! J I ! ! ! I ! ! F,Ni. WAY �a �I�1 1 IN (S) 157,42 EOA - EDGE OF ASPHALT NOT TO SCALE < -�' � '- HS L 815861 �_ .. � =�;.�.i -I {I�_ / / / / /_/ / / ' / / / /O/ 1 r . . �z j�l . fill 0 SANITARY SEWER MANHOLE ! / / / �'%LJ /z / ` OUT (E) 157.34 G - GAS, BURIED I ce `, r.' ! . I w 0 SANITARY SEWER CLEAN-OUT P - POWER, BURIED / / / / /�/'/ / /G/ / . . . Y 1= w"1' T -TELEPHONE, BURIED 0 CATCH BASIN / / / / / / / /YI X / / / / f F ._ I i AI wit. m C, S:: ROW - RIGHT-OF-WAY CULVERT SS - SANITARY SEWER UNE o �c X / / / / / / / Pa/ /....{ / / / 1, O ` •r', „i -< TYP. - TYPICAL • w " C ; �.. . CAA S w1x� 'NN',: � ' / / / / / / / / / � / I i ,• © STORM DRAIN MANHOLE i o . .o: ,IUIPYr 'ig ;f u''v.r 1ih43 1 I. SD _ STORM DRAIN LINE I o T 1 / / / / / / / / 4/ / / '✓ / / ' 9 • . ' . ` fl LL-t- , 1 l ,_ i . ‘C. I '* 1' ^I F# .9% ® WATER METER W WATER UNE / / / / / !,C/ /- �, I : '. C C.O. - CLEAN OUT GENERAL CONSTRUCTION NOTES: STORM DRAIN CONSTRUCTION % s a S4 I, m / / / / / / / / / / ' i . ``, I '1, FIRE HYDRANT PL PROPERTY LINE 1. STORM DRAIN MATERIALS SHALL BE AS SPECIFIED IN SECTION 02722 p I ,. 1 I,; a A 1, BENCH MARK: SEE SHEET C-2 i a 1 / / / ! I J ✓ ry�yy / / / ' N t. OP - OVERHEAD POWER OF THE PROJECT DOCUMENTS OR INDICATED ON PLANS. A., I -.If I. xF cr '`r . - p ` - ( , N GATE/GENERAL VALVE OT - OVERHEAD TELEPHONE 2. EXISTING COMMONS SHOWN ARE FOR GENERAL INFORMATION ONLY AND / / ! / / / f Y % I t. , 1 - - I _='t.F PC'_E ••;GR•J= DI DUCTILE IRON 2. CLEAN OUTS FOR DOWNSPOUTS LOCATED IN ASPHALT SHALL INCORPORATE al { f1 r I II MUST BE FIELD VERIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE A CAST IRON CASE FOR PROTECTION. ' ' / . / / / / / / / / . - - . Y\I CHECK VALVE ''1 3•I } �R• n AC - ASPHALT CONCRETE TO PROTECT, IN PLACE, ALL UTILITIES OR STRUCTURES WHETHER OR �i / / / / / / I'! >"i' G Cf'S; GAS METER 3. ALL MANHOLES, CATCH BASINS AND DRAINS, SHALL BE CLEARED OF DE- I . -, I9 ? NOT SHOWN ON THESE PLANS. ANY DAMAGE TG UTIUTES OR STRUC- ZI I_0' 1 i c BRIS AND SILT AS PART OF THE FINALIZATION OF THIS PROJECT. I / /, / / / / / / / ,EI / / / / '" ` TURFS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED I _) ! / ! / ! / ! [ / /8% S/ ! t I 9' . 9� , al GAS VALVE - 4. EXTRA CARE SHALL BE TAKEN TO INSURE A WATER TIGHT END PRODUCT. • AT THE CONTRACTORS EXPENSE , I �` I THE CONTRACTOR SHALL NOTIFY "ONE CALL UTILITY LOCATION" / / / / / / / / / / T ff PAD MOUNTED TRANSFORMER 1) I I + 2 1-800-424-5555. J },• C • �� .�.! I � ' a" 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, / / f / / / / / / / p•,;, <•Ji •II ,p I Wr ' s ® POWER VAULT AND SEQUENCE OF CONSTRUCTION. SITE ADJUSTMENTS AND DIVERGEN- , IS 1/ / / /1/ / / ! / / ( / Ll rR ��1a7� . . .. . ii! _ CE FROM THE PLANS ARE SUBJECT TO THE ENGINEER'S APPROVAL ASPHALT PARKING LOT CONSTRUCTION NOTES: .', 111 r i % • 6 Y1 TRANSMISSION TONER 16`.3--. --' tc I 4. UTILITY INSTALLATION AND ROAD CONSTRUCTION SHALL CONFORM ` ••,I / / ! / ! / / B,v'� _ • O _ �� �� ! liel • TACT OWNERTIONS TOTHEFOLL0INNGSTANDARDS: 1. FILL SPEC.: GRAVEL BORROW MEETING 9-03.14 (Si.SP.WSDOT) • UNND U11LfnESIh ! / ! ! ! / / / / Cl i '13% . `1 f t ALONG EAST PROPERTY LINE T TELEPHONE VAULT STANDARD CONSTRUCT ON SPECFICATIONS AS REQUIRED BY THE2 PARKING LOT FILL AND SUBGRADES SHALL BE COMPACTED TO 95R OF MODIFIED g4. 6Ari SERVICING AMBULANCE SERVICE PROJECT DATA. CITY OF ANACORTES. PROCTOR. ` / / / / / / / / `J� / / ! T ^ t �UTIUTY POLE ANCHOR / '1, ! ! ! ! / / ! ! ! / / (/ do', h'. i= 3, ASPHALT REPAIR SECTIONS SHALL INCORPORATE SAW CUTS FOR CLEAN "I � „ 2002 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL SURFACES, THE TACKING OF VERTICAL SURFACES PRIOR TO ASPHALTING, / !.� / / / / / / i{ / / ) I !�I C� UTILITY POLE CONSTRUCTION, WSDOT/APWA �� A .l as' a► . -26'"'=`-"r - .,6'.5' r THE SEALING OF ALL JOINTS WITH MOT ASPHALT IMMEDIATELY AFTER ASPHAL- ! / ! / / / ! / . , 7 STORMWATER MANAGEMENT MANUAL FOR THE PUG SOUND BASIN TING. COVER ASPHALT SEALS N11H SAND WHILE HOT. IJ / .� �I' ' ! -,� -- _ I ¢ { STREET LIGHT ASSEMBLY I OWNER II ENGINEERING: DEPARTMENT OF ECOLOGY - if•J 1 / / I I ISLAND HOSPITAL GARTH D.CRAY 1�6L C y' 16' EASEMENT TO CITY ® JUNCTION BOXHE ACCESSIBILITY DESGN FOR ALL MANUAL, STATE OF WASHINGTON. - - I OF ANACORTES,AF 519594 ATTN. BILL MARTS FAKKEMA de INC.WC TRAFFIC CONTROL. 8" CONC SSf�/ / JO {Ey101,24 / ! / / / ID , ' ( All 1211 24TH STREET 840 S.E. $ih. AVE., SUITE 102 PRINTED PROJECT SPECIFICATIONS. 41I'u/ / ! / / / / ! / / / / J� . . ' - p. -ap TRAFFIC SIGN ANACORTES, WA OAK HARBOR, WA 1. TRAFFIC CONTROL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM TO I./ ! / ! 7'!Y''' / 7 ``' .I l I \ 98221 98277 ___ I N89' 8'78'6 II II a GENERIC SIGN 5. THE CONTRACTOR SHALL MAINTAIN 12" MIN. VERTICAL CLEARANCE THE LATEST EDITION OF THE M.U.T.GD. AND APPLICABLE SECTIONS OF THE -360-675-5973 BETWEEN ALL UTILITIES. < [t 2002 STANDARD SPECIFICAT ONS FOR MATERIALS AND kNSTALlATION. 6 r 1$0.�0 • dil :l F'::E N 'fi J SPRINKLER HEAD �zCDIT�I� IL4J�1ZftdL1,j / /I / / / ! 'I ! ! /1/ ., i ® TELEPHONE PEDESTAL 6. IN GENERAL, EXCAVATED TRENCH MATERIAL ANYWHERE ON THIS SITE i, ' ' " '� . ' `I -1 - • 1.7 •1 uI LOT DATA: IS UNSUITABLE FOR USE AS TRENCH BACKFILL UNLESS AUTHO- COMPACTION OF TRENCHES. II/ /I / / / / 1( / / / / / / ( l ,7i da •,4 N( K •.., N (S} 758.45 U UNDERGROUND TELEPHONE MARKER 1 PARCEL NUMBER: PARCEL B: 31872 PARCEL D: 31$74 WED BY THE CITY ENGINEER, UNSUITABLE EXCAVATION SHALL BE /1 / / ! ! / / / / / / +ice � ': IN (W) 158.38 a IRON PIPE REPLACED BY SELECT BACKFILL I®�} 1. COMPACTION OF TRENCH BACKFILL SHALL BE CARRIED OUT IN ACCOR- AP.) / / / / / A. ! / / / / / / _a ' I OUT (N} 158.35 2. TOTAL LOT SIZE: 44,394 S.Ft. (� DANCE WITH THE PROJECT SPECIFICATIONS. / / / / / / /IL/ / /1/ / / / ' , (?" !(3l` CONIFER TREE LOT DIMENSIONS: SEE PLAN 7. THE PROJECT EROSION AND SEDIMENTATION CONTROL SYSTEM - C' f `; SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. LIFTS SHALL BE 6" IN THICKNESS, COMPACTION TO 95% OF MODIFIED EASEMENTS: SEE PLAN / / /��� / / (, PROCTOR DENSITY. I ! / / ! ! / L' + KAI/ � � . . ;: r-- . . LE _ 180SD DEGOUOUS TREE 3. EXISTING GRAVEL PARKING AREA: 15,484 S.Ft. 8• RELOCATE SALVAGED SIGNS PER OWNER'S INSTRUCTIONS. Z IY {{ EXISTING IMPERIOUS AREA: 10.300 S.Ft. 2. ROAD, PARKING LOT AND BACKSLOPES SHALL BE COMPACTED TO 95% OF / / / / / / / / z / ' � I' Q 1 MODIFIED PROCTOR DENSITY. �� I ! BUSH/SHRUB EXISTING HARD SURFACE AREA: 25,784 S.Ft. 9. PARKING LOT DIMENSIONS REFLECT INSIDE CURB WIDTHS. ASPHALT SHALL I / / / / / ! / / / / ! -I'� .-' �\ EXTEND BEYOND THESE WIDTHS FOR CURB SUPPORT. I / /I/ / / / / / 1/ / .� - - !1 - - '`:, '' g I 1C. UTILITY EASEMENT ) YARD LIGHT 4. IMPERVIOUS AREA: 35,967 S.Ft. ® Iy - w 10. SIDE SLOPES GREATER THAN 2(H) TC 1(V) SHALL BE STABILIZED 'MTH ' / / / ! / �jl/ / / A', • W. 14 . p�.erAM _ I. Al. NC. 8302220065 o MAILBOX 5. OPEN SPACE AREA: 8,427 S.Ft. 6"- 8" QUARRY SPACES. ALL SIDESLOPES SHALL BE HYDROSEEDED ASAP. •��'8. 6. ZONING: R4A / /I/ / / / / / / F / / �� ' EASi.tt=• EI `it. r,1 ■ .�1 I � tit, 1� WELL 11. ELECTRICAL NOT PART OF THIS DESIGN. hill k I , / /1/ / /'Y- / / / / /11:1 lI ■i l O`,{ 12. LANDSCAPING REQUIREMENTS BY OTHERS. / /I/ / / /_ / /\''! CZ / / x ROCKERY ! I a4 ' - ! / / / !, -• 1Y PARKING LOT DATA: 13, ALL STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AND AN EMERGENCY ,1,,I� ^ �s . . .. f' _z MON IN CASE 1. NUMBER OF EXISTING STALLS ON SITE: 64 VEHICLE TRAFFIC PATTERN SHALL BE MAINTAINED DURING ALL PHASES • I / /I/ / / / / / /'/ ,. /,-, !� i _ I OF CONSTRUCTION. D / !�! / ! ! ! ! , r r. z a•:"�•••-- . Sc . * � ® TRAFFIC SIGNAL STAND 2. NUMBER OF STALLS REQUIRED: NA C-3 ( C C \ I 'd NUMBER OF STANDARD STALLS PROVIDED: 14. RIGHT OF WAY PERMITS ARE REQUIRED FOR ALL WORK IN R.O.W. / / V / / '' ). /-'/'f,! - / [-. „} TELEPHONE MANHOLE NA I / / 1/ / / / / / / / / ": L' pt . : i{ NUMBER OF COMPACT STALLS PROVIDED: 15. ALL UTILITY INSTALLATIONS SHALL BE INSPECTED BY THE ENGINEER or ` - in 0 SEPTIC TANK NUMBER OF HANDICAPPED STALLS REQUIRED: PRIOR TO BURIAL LOCA70R TAPE TO BE TESTED FOR CONTINUITY !lI / / I/ / / / / / / I / �171.1 � � '(•, `' jaI N . pl NUMBER OF HANDICAPPED STALLS PROVIDED: 0 I / /�JFiREAR,OCK }URNiDtG/ . "�,-• _ FIRE. ' *, TURNN . eg • Z Q DISTRIBUTION BOX TOTAL NUMBER OF STALLS PROVIDED' 101 PRIOR TO ACCEPTANCE/APPROVAL. `I / / / 77 77 %% /`' - �' -mod I EKI9,-11`,IS FE-Nr:= TELEVISION PEDESTAL NUMBER OF NEW STALLS PROVIDED: 37 1 _ ,- (r EL'' Irt;t - - p H x I, NI 16. A PRECONSTRUCTION CONFERENCE BETWEEN THE CONTRACTOR AND THE • ) - i kt ;1 • ® TELEPHONE BOOTH CITY ENGINEER IS REQUIRED WITHIN SEWN DAYS PRIOR TO THE BEGINNING i ,/��{! {{ �: . . OF ANY DEMOLITION OR CONSTRUCTION. !I/ �• 4:=D PaNDUIT ' PVC. CONDUIT M,'i:It -I.' _ +� 0 ROOF DRAIN i V•�- p I 3� • PVC CONDUIT l x `I------ x ! / / / / ! / % �,- 0 PROPERTY CORNER r1 ( r111 ,= ri �/ ! 'l ! f Tl! . / -- :_,l " N.�� -.-�,.� �_„. -sue .., RESENCE OF S I = - G I THAT THE PTH S DRAWING HIAS NOT SBEEN CATES ELEi, CAS. IAcI F-i k:i r--.._, 111 I I I ---Fr - _.9 44 - I RELEASED FOR CONSTRUCTION PURPOSES Ts.oD' I!- I tr nu 1 �__®_41 AND IS SUBJECT TO REVIEW de CORRECTIONS N;<I !III1d I-INI-)Ni: I•. #' P '�I 16% ;2 ".� il I I' ,;�" P1%C1 167,58 I', ,1,y__IYI -1- F # 1 ' I T _r; F u 8"I 14 ..- A.F. NO. 641256 ` £U 11L � C:WATA pRAYANGS 75p5-Pg PARpNG\3505 C2-aUUAYC _VEGETATION LINE t- VEGETATION L IN (S) 159 82 Ch �y s�. ,w.---- ;- " .t; REVISIONS F&K CK t5 U ILITY EASEMENT 1 - ` i •,•'ZdK1r __ . I ,.' O ( 159.78 Of - ISLAND HOSPITAL at • •'•-•'��a_ 170 ,_ OUT (N) 159.59 ;i ni rf ; 9/10/02 REV. PER CITY cµNT. '� 26TH ST PARKING LOT 1' 'x "x x \ t ' 6" PVC SS '1. en Ei: .;-'h1t ' N','._ . '� 1Y2 APPROVED FOR CONSTRUCTION ,2 �� GRADING, DRAINAGE, AND UTILITY PLAN P CALL BEFORE YOU DIG ,NAL ANACORTES WASHINGTON = DRAWN By, 1 -800-424-5555 CITY ENGINEER DATE EXPIRES os/De/jQ APPROVED BY.cnc DATES &7/29/02 FAKKEMA & KINGMA, INC. SCALE' i. = 20' DWG. Na ac_ DATE' CONSULTING ENGINEERS SURVEYORS DATE; SHEET Na 840 SE 8th Ave 141O2 Oak karbar, Va. 98277 (360) 675-5973 C_2 • 0 R 18 ST MEC. N1CAL 0 19 ST dILDING r z M 20 ST 534K ° - < v n n D 21 ST ROTECT IN PLAC INSTALL ON EX. m STING CONCRE 8' CC SD: m m 22 ST \\lam ° CB .1 - TYPE I 22 ST \\.\\___ x ° GE = MATCH EXIST. GRND. 2 T " I.E. 15a72 (Ex VERIFY) I ' i `` GAS SURGICAL ADM.SIGN 23 ST › SITE 23 ST LE 159.14 (NEW OUT} �a METER �m 24 ST m 24 ST C• a 25 ST 25 ST 1 _ - - m 2 6 S T 2 6 S T p �- - - - _ -- e ' D AND - ROP ca G x I 13 LF 8" SD 0.5X I V 27 ST 27 ST m �. --- - } INSTALL: -3-, 0 5 Ci....t SIDEWALK -gyp _ • OP - -' OP OP h F` • --BIN - ` c•-OP +" OP___ ■ OP OP OP OP 0 CONTROL CA BASIN 28 ST 28 ST _ PER 'DETAILilI T zT , • / Tr / / T7 ' a ASI '$ELT. 168.0IIII I7 22 LF 9 SD o 0.87E D 20 40 60 GRADE w/ r . a� . / / / / / >-/..' LE 159.20 a . eliiSITE BM: TOP OF IRON PIPE 26TH STREET Nr 29 ST 2 S INSIDE OFCU. : %" r / / / / / / r SCALE IN 1 ' 30 ST 30 ST CURTAIN gRAI « - AVENUE. CAL FEET 'P_/._/ {11_--L_/ /, - ;S-fy C/ 7-/ - ELEV 164.10• PROPERTY CORNER n S. SIDE 26TH :z / / / N81�5f 1, IMYoK•+ts.' . ♦ � � - - - - 1 a 31 ST 31 ST }rii7r7 • 'i / ''' GRA j �• / / / / / / / / / / r,' ,- / / ( Jjt F'dTE 3 s3• � �./ /'i ;d � / i� INN eiv: 1` 309,, 24X /' J ` :' IN I;1; ,F,,, 1 1 FROM EAST PROPERTY BOUNDRY/I I � ' / y` / / / / / / / / / c �'`` / i' '. / iiTit• 71.---NEW IN (VIA 159.00�� /•1 / / / / 7 / r P / / (7 r 44! _'- r --- CNE � o1.o12 .�. .I- ; CONNECT TO CB2 �\ D /I / / INSuli ' / / / / / /C/ /I _a ' _ pp® PONSTRUCT BERM s y. ,■/ / 1/EA N PViY,COND / / / / /lum_,.....y , l l ® AROUND CATCH BASIN ' 1 E " u ' 9 ' 8 ` - . • :TO MIN ELEV OF/ / / y� INSALL. •F. = 184.30 B" PLC SS (' / / / / / / / to . 1�I 1 E'14 4,;i, + PVC CeON. 7 • EN i 1 I.E. = 182.30 / •/ / / / / j / / / AscN FuryA c's "' i LEGEND ABBREVIATIONS VICINITY MAP / / / / / / / / /1, / s 01 . 1 t ' . S RIM: 164.82 NOT TO SCALE \ �` I / / / / / / / / / z / / / 4- -8158>�1. 1. ®Z ` i .-- op 1 IN (S) 157.42 EOA EDGE OF ASPHALT 7- • I` t,1 I OUT (E) 157.34 0 SANITARY SEWER MANHOLE G - GAS, BURIED / / / /`/�'T r Fz / ce 0 SANITARY SEWER CLEAN-OUT P - POWER, BURIED \ / ' / / / / / / /• / / / / I { . + 1 y[ SL T -TELEPHONE, BURIED C •! YF T ' Cal 6' :'V ❑ CATCH BASIN / / / / / / / /YI X / / / / "' f" 1 'I' �! t y ' 4 50 ROW - RIGHT-OF-WAY tr l ' j` ) < CULVERT SS - SANITARY SEWER LINE o . X / / / / / / / 2-/ / / / / / C C7 X 'i IN,' .t '." i TYP. TYPICAL I w / / / / / / / / / A / C/ P - 0 . t;F'A."S,. ' ',;f •i.l.,lt.• ' ,-, A ''1 _ s1;F:4FE, 164,�3SD - STORM DRAIN LINE o I. © STORM DRAIN MANHOLE I I / / / / ./� / / / / /t1/ / i . �11 G I ,■ p ti fP., =a j to -a; o I I C . .'. 1: • I• �!�'" ` \` j N j4"j le-' r ® WATER METER W - WATER LINE GENERAL CONSTRUCTION NOTES., STORM DRAIN CONSTRUCTION 0 1 f i i / f/ / / / / iC! /r " " I "L C.O. - CLEAN OUT I I t STU. N ,. '; 1� _� 1 D / / / / / / / / / / ` " �I �, FIRE HYDRANT PL PROPERTY LINE 1. STORM DRAIN MATERIALS SHALL BE AS SPECIFIED IN SECTION 02722 �\ ' N '%- ��'`�� , . _. �' '?1�T ic:°} Ir', Q.i 1. BENCH MARK: SEE SHEET C-2 OP OVERHEAD POWER OF THE PROJECT DOCUMENTS OR INDICATED ON PLANS. i / / / / / ( /. / ✓• / / / 1 ( " ICEL' ` i T 01 GATE/GENERAL VALVE OT - OVERHEAD TELEPHONE 2. EXISTING CONDITIONS SHOWN ARE FOR GENERAL INFORMATION ONLY AND• L/ I S lc E. 1 r,P : - •, `' 2. CLEAN OUTS FOR DOWNSPOUTS LOCATED IN ASPHALT SHALL INCORPORATE / / / / / / / / / Y / / A .. I I f' ',':FF [OLE ;'URC DI DUCTILE IRON MUST BE FIELD VERIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE A CAST IRON CASE FOR PROTECTION. \ ' ) I` I N CHECK VALVE AC ASPHALT CONCRETE / / / / / / / 4 / / rl 1 G ' TO PROTECT, IN PLACE, ALL UTWTIES OR STRUCTURES WHETHER OR 'S \ C 1 'TI' �. '' .' S r ✓ .-. '• j 3. ALL MANHOLES, CATCH BASINS AND DRAINS, SHALL BE CLEARED OF DE- 11 11 ', / / / / / / / s/ _ _�_ y. - Ig GAS METER NOT SHOWN ON THESE PLANS. ANY DAMAGE TO UTILITIES OR STRUC- KRIS AND SILT AS PART OF THE FINALIZATION OF THIS PROJECT.Ut-Dlc 9. TURES CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED / /. / / / / / / / / / / / `, - . ..:,J. GAS VALVE 4. EXTRA CARE SHALL BE TAKEN TO INSURE A WATER TIGHT END PRODUCT. - 9 g 4 , AT THE CONTRACTOR'S EXPENSE. 5t \ ,. I, / / / / / / / / I / / / r/ �i z THE CONTRACTOR SHALL NOTIFY "ONE CALL UTILITY LOCATION` 1 j ' .0, / / / / / / / 4 / • . A,iIC .E " a fpl PAD MOUNTED TRANSFORMER !!I u 1-800 424-5555. \ i• / / / / / / / / e" 4 ' - • j-F. \ I. E'er �t • . At 6'�++y� I 41 I' Ali 3- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS. METHODS, 1 ' ' / / / / / / / +;1, ,,, ,e��ij� •,I P POWER VAULT AND SEQUENCE OF CONSTRUCTION. SITE ADJUSTMENTS AND DIVERGEN- i1 l,\ ` / / / /I/ / / / / / 1' / 6 I. I E I ® � CE FROM THE PLANS ARE SUBJECT TO THE ENGINEER'S APPROVAL. ASPHALT PARKING LOT CONSTRUCTION NOTES: 1/ r1 L / / / S .. 1I Pig TRANSMISSION TOWER r4. UTILITY INSTALLATION AND ROAD CONSTRUCTION SHALL CONFORM \ I YB ,'- _ I - _ -. I - II CONTACT OWNER FOR LOCATIONS TO THE FOLLOWING STANDARDS: 1. FILL SPEC.: GRAVEL BORROW MEETING 9-03.14 .WSDOT) / / / / / / / 9 a, l • • ' E . 9F UNDERGROUND UTILITIES 1` 11IN I� / / / / / / / / / / `�I - I I' ALONG EAST PROPERTY LINE T TELEPHONE VAULT STANDARD CONSTRUCTION SPECIFICATIONS AS REQUIRED BY THE 2- PARKING LOT FILL AND SUBGRADES SHALL BE COMPACTED TO 95% OF MODIFIEDT' `^ ��j = SERVICWG AMBULANCE SERVICE CITY OF ANACORTES. PROCTOR. 1 '; II / / / / / / / / J / .A . • PROJECT DATA: 3. ASPHALT REPAIR SECTIONS SHALL INCORPORATE SAW CUTS FOR CLEAN '1 II s E- UTILITY POLE ANCHOR j / X , / / / / / / / / / . - ii - , . - ,. 2002 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL SURFACES, THE TACKING OF VERTICAL SURFACES PRIOR TO ASPHALTING, j� / / / / / / / / / / 1.. . 1. CONSTRUCTION. WSDOT/AP WA T '1 1'8.5' 26 >r ',16.5'. . -O- UTILITY POLE THE SEALING OF ALL JOINTS WITH HOT ASPHALT IMMEDIATELY AFTER ASPHAL- I j / / / / / / / / . z I �l STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN TING. COVER ASPHALT SEALS WITH SAND WHILE HOT. �� RIim:/17 •8 / 4, : . ,_ STREET LIGHT ASSEMBLY 1 OWNER if ENGINEERING: DEPARTMENT OF ECOLOGY \1 I I/ • / he•P-Ih1, I-ft� 13 rt/ (- I r ISLAND HOSPITAL GARTH D.CRAYTHE ACCESSIBILITY DESIGN FOR ALL MANUAL, STATE OF WASHINGTON. TRAFFIC CONTROL. i / ' , � f61.36 / / ' �_ - .- �!- . `, - I iii• 16' EASEMENT TO CITY ® JUNCTION BOX ATTN. BILL MARIS FAKKEMA & KINGMA INC. .1 8" CONC SS jl1/ / /0 \(tY18'(.2'4 / / / / / eI , . • \ - ' ` 1h,t OF ANACORTES,AF 519594 1211 24TH STREET 840 S.E. Bth. AVE., SUITE 102 PRINTED PROJECT SPECIFICATIONS. 1 �11 / / / / X / / / / a / / / / . TRAFFIC SIGN ANACORTES, WA OAK HARBOR, WA 1. TRAFFIC CONTROL SIGNING AND PAVEMENT MARKINGS SHALL CONFORM TO 1 1 ` _. , - 98221 98277 \ / / / / 2\/ / / / J 't V1 / 2 in GENERIC SIGN 5. THE CONTRACTOR SHALL MAINTAIN 12" MW. VERTICAL CLEARANCE THE LATEST EDITION OF THE M.U.T.C.D. AND APPLICABLE SECTIONS OF THE I / � / N89'S8'1$ E • • I �IM 1-360-675-5973 f 6 $O.co' .' vI Uk'.:� e SPRINKLER HEAD BETWEEN ALL UTILITIES. 2002 STANDARD SPECIFICATIONS FOR MATERIALS AND INSTALLATION. ii / /} / / / �'• / / / / / / / k O Q . . ® TELEPHONE PEDESTAL I( / / / / / / V / / /I/ / / /f1 .1 I . 6. IN GENERAL, EXCAVATED TRENCH MATERIAL ANYNHERE ON THIS SITE 1 j .' CT / \ Ii L $ S RIM: 167.91 Q UNDERGROUND TELEPHONE MARKER LOT DATA: IS UNSUITABLE FOR USE AS TRENCH BACKFILL. UtJL£SS AUTHO- COMPACTION OF TRENCHES. % I�/ / / / / / '� / / / / / / .(g.' I _ \ IN (S) 158.45 RIZED BY THE CITY ENGINEER, UNSUITABLE EXCAVATION SHALL BE 11 f ,.'' + � ,- . . e� 1. PARCEL NUMBER: PARCEL B: 31872 PARCEL D: 37874 ! / / / / / / / /I/ / / / 1 .. _ - . i IN (W) 158.38 O IRON PIPE REPLACED BY SELECT BACKFILL. 1. COMPACTION OF TRENCH BACKFILL SHALL BE CARRIED OUT IN ACCOR- % I II0.... . ■J (N) 2. TOTAL LOT SIZE: 44,394 S.Ft. DANCE WITH THE PROJECT SPECIFICATIONS. • re / / / / / � / / / / / / / - --- .'}} OUT158.35 `•'� ! i 'r / / / / /;,/ / /I/ / / % 4 f �� ��, CONIFER TREE LOT DIMENSIONS: SEE PLAN 7. THE PROJECT EROSION AND SEDIMENTATION CONTROL SYSTEM LIFTS SHALL BE 6" IN THICKNESS, COMPACTION TO 95% OF MODIFIED • EASEMENTS: SEE PLAN SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. a< i� y 1 PROCTOR DENSITY. / / / / / mon 1 . , I.E. = 160.50 -1 I 4 / /:/ / / / [` ftfl/ 0 DECIDUOUS TREE 3. EXISTING GRAVEL PARKING AREA: 15,484 S.Ft. 8, RELOCATE SALVAGED SIGNS PER OWNER'S INSTRUCTIONS. 2. ROAD, PARKING LOT AND BACK SLOPES SHALL BE COMPACTED TO 95% OF / / 1 / / / / / Z / / / ( . . f i EXISTING IMPERVIOUS AREA: 10,300 S.Ft. MODIFIED PROCTOR DENSITY. {� w 9. PARKING LOT DIMENSIONS REFLECT INSIDE CURB WIDTHS. ASPHALT SHALL le I / /(/ / / / / Y / / / / �1 ! BUSH/SHRUB EXISTING HARD SURFACE AREA: 25,784 S.Ft. EXTEND BEYOND THESE WDTHS FOR CURB SUPPORT. 4. IMPERVIOUS AREA: 35,967 S.Ft. / / / / / / / r / / / 1D' UTILITY EASEMENT ( YARD LIGHT 10. SIDE SLOPES GREATER THAN 2(H) TO 1(V) SHALL BE STABILIZED WITH I / / /%% / I/ / / P,� A.F. NO. 8302220065 5. OPEN SPACE AREA: 8,427 S.Ft. C-3 1( 0 6"- 8" QUARRY SPACES. ALL SIDESLOPES SHALL BE HYDROSEEDED ASAP. MAILBOX 6. ZONING: R4A / /�/ / / / JI. / / I / / I. - I WELL II. ELECTRICAL NOT PART OF THIS DESIGN. ?C I• / /I / / / / / / / / f 1 4' CONDUIT 0 �° 12. LANDSCAPING REQUIREMENTS BY OTHERS. ;n�' 's( lC i� - T 2". CONDUIT ♦ I' c x a - ROCKERY _ ou- J'a1" _ / '/ / / /1 _ 14 i ? ED MON IN CASE Lei PARKING LOT DATA: 13. VEHICLETRAAFFIICPATT RNLSHALLKS ABE MAINTANEDLL BE KEPT ED RING ALL PHASESAN AND AN NCY t� 3" ': '�+.-y '1; ` 1. NUMBER OF EXISTING STALLS ON SITE: 64 / / /p II `` 1 OF CONSTRUCTION. ` _ (_ D / / I/ / / / / / b I �' TRAFFIC SIGNAL STAND 2. NUMBER OF STALLS REQUIRED: NA \ • L� ZrI 3 V v !, '' - 14. RIGHT OF WAY PERMITS ARE REQUIRED FOR ALL WORK IN R.O.W. ® / /�/ / / l` 1"-f= � -vie I, int TELEPHONE MANHOLE NUMBER OF STANDARD STALLS PROVIDED: 73 --- - fp. 6 E f / / �;�11 "\ NUMBER OF COMPACT STALLS PROVIDED: 28 D: 15. ALL UTILITY INSTALLATIONS SHALL BE INSPECTED 3Y THE ENGINEER 1'�� �� • ��,{ © SEPTIC TANK NUMBER OF HANDICAPPED STALLS REQUIRED: NA PRIOR TO BURIAL. LOCATOR TAPE TO BE TESTED FOR CONTINUITY 10. / / / / / / / / / / • 01 NUMBER OF HANDICAPPED STALLS PROVIDED: 0 o PRIOR TO ACCEPTANCE/APPROVAL. / /h/FIRE/ITOCK ZURNID • z 1 A DISTRIBUTION BOX TOTAL NUMBER OF STALLS PROVIDED: 101 SIIti 3 tEN-.E TELEVISION PEDESTAL NUMBER OF NEW STALLS PROVIDED: 37 / / K / / / / / / /'�. . . 9 ® , ' RI 16. A PRENGINEE UCTION CONFERENCE BETWEEN THE CONTRACTOR AND THE / r /-/-r / / • TELEPHONE BOOTH CITY ENGINEER IS REQUIRED WITHIN SEVEN DAYS PRIOR TO THE BEGINNING \1 ,� :'=,!( i,• I 3 I ® OF ANY DEMOLITION OR CONSTRUCTION. %-'1 ' '"'=1 PONDUr. I% ,11 I r` O ROOF DRAIN \ 1 0 PROPERTY CORNER ll J ; I V / / % / / / 7G r r i. ( ll :7- --7-19611111';11 ' / / r / / j _ II THE PRESENCE OF THIS NOTES INDICATES 1 THAT THIS DRAWING HAS NOT BEEN 1R CONSTRUCTION PURPOSES 1 k AND EIS SUBSED OECT 0 REVIEW & CORRECTIONS I C-3 75.00' .00' • D. • -. C. 15' UTILITY EASEMENT 1 H. , ,-- RIM• 16571 4,4�0 TrASt.��.9...rrr V, A.F. N0. 641256 �� VEGETATION VEGETATION IN (S) 159.82 8141,4 '�/ DATAWRA NNGS\]505-28-PARNIHC\3505-C2-CW.DU W. ~ ISLAND HOSPITAL26TH ST PARKING LET ■ IN E} 159.78 $qv � 170 - s J OUT (N) 159.59 & '.:�' al0/OZ 9/10/02�REVI PER CITY CMNT. ;' 6 P '" GRADING, DRAINAGE, AND UTILITY PLAN F x 'N : ' Era 9/19/02 REV. LIGHTING ` APPROVED FOR CO TRUCTION � R�7a wq 10/01/02 REV. PER CITY CMNT P CALL BEFORE YOU DIG ioNAz ANACORTES WASHINGTON l,! ,U��� DRAWN BY' GOC DATE' 7 29 02 FAKKEMA & KING SCALE' 20' DWG. N0. 1 -800-424-5555 GINEER DATE / / MAE INC. = c2 ) *tItY IXPIRES 05/OB// APPROVED DTI DATES CONSULTING ENGINEERS S. SURVEYORS DATE' SHEET NO. 840 SE 8th Ave N102 Oak Harbor, Wa. 98277 (360> 675-5973 , 0 0 - / / TRENCH MNOTES:INUS BANK RUN GRAVEL COM- 0 ////jj//��j�/�////�//��������j� O7 TRENCH NOTES: a INLET (ORIENT INLET PER SITE PLAN) LI MULTIPLE INLETS POSSIBLE PACTED TO 95 PERCENT OF MAXIMUM IIF 1. 3 INCH MIN, CLASS B ASPHALT PATCH o - - Q DENSITY. COMPACTED LIFTS SHALL NOT 0 1 COMPACTED TO 92 PERCENT MAX. DENSITY. 6" a OUTLET (ORIENT OUTLET I� IF EXISTING ASPHALT IS GREATER THAN 3 N PER SITE PLAN) EXCEED 8 TO 12 INCHES. 7 lII :- " _ MAX. • • INCHES, IT SHALL HE REPLACED WITH AN 3o MIN / 2, 1 FOOT OF SAND BACKFILL TO BE HAND -\ ITT I EQUAL AMOUNT COMPACTED IN 1 1/2 INCH .'•°'•• :` !% %;; a. COMPACTED ABOVE CROWN OF PIPE. ` • LIFTS. z x ''•••"•' #7 "%:A ; 3. HAND COMPACTED SAND BACKFILL TO BE y .' ' ', i 3 Cr - ••''���� %:;•:;. w 2. CDF TO BE USED UNLESS APPROVED IN < 1"x 3" SLOT 40 SEE ELBOW , v :!%;f1 ••• > TAMPED AROUND THE PIPE. THICKNESS a 'ti • T ;•:; 'S; !% ❑ / / ADVANCE BY THE CITY ENGINEER. CDF TO 0 (TO FIT LOCK •I' DETAIL PROTECT NEW GRASSES AGAINST EQUALS OUTSIDE DIAMETER OF PIPE. Sill(:%:! rc e BE ALLOWED TO CURE PER MANUFACTURE'S WELDED ELBOW WITH CR STRAP) EROSION, UNTIL WELL ESTABLISHED © • .• •;, w O „. v :� > 4. 6 INCHES OF SAND BACKFILL TO BE RECOMMENDATION. STEEL PLATING MAY BE a PER DOEII-5.4.3 & BMP E1.35 ❑ ORIFICE DRILLED IN 5 :'•'• u HAND COMPACTED. f REQUIRED. CONTRACTOR SHALL PROVIDE 0 l I GRASS LINING CORRECT : :! 1Q 1 ', z END PLATE SWALE CON- %; :, '' O NECESSARY SIGNAGE, ETC. F, CONSTRUCT OUT OF 1/4" THICK \ / , STRUCTION R ; •••%:2'. - 5. TRENCH LINE. • ELBOW DETAIL Q\P� METAL PLATE, PRIME & PAINT I 21 :•�:: %:"-:. W , ' , v' 3. 1 FOOT OF SAND BACKFILL TO BE HAND NOT TO SCALE 6k GREEN. (SUBMIT COLOR CHIPS TO HDTV I�GRASS SOD�� MPx' :�%: :!.'!: 6, UNDISTURBED EARTH. COMPACTED ABOVE CROWN OF PIPE. 3 S$ SI. ;� ;� , CITY BOTTOM NEW SHOWN) I Mqk 3T1�1V 5 - ea. : - 7. RESTORATION SHALL BE IN ACORDANCE WITH J I 1 • • I • 4. HAND COMPACTED SAND BACKFILL TO BE FULL LENGTH HINGE. TOP SIDE. CONSTRUCT- •• OUT OF 5/16"I.D.x 6" LONG PIPE SECTIONS & ••...,.. .•;:: :;;:�:� GENERAL NOTE-3. s• It 4. TAMPED AROUND THE PIPE. THICKNESS ••'••,•'•••,••••••WW2•• III• •• 1/4" O.D. ROD. WELD WASHERS TO ENDS TO �FLAT� ���- :;':: ;;�;; �;;�;�:��.,•_•�;,• 8, 1'-0' OF TOP SOIL -1 • •' EQUALS OUTSIDE DIAMETER OF PIPE. 3' TI I_•. .,,. . .., / I=1 '. ' . :.1. . :... . PREVENT EXTRACTION OF CENTER ROD. -III2 •'GENERAL NOTES: -I ` 5. 6 INCHES OF SAND BACKFILL TO BE PLAN VIEW ' HAND COMPACTED. / / 1, WATER LINES SHALL BE WRAPPED WITH 8 MIL -III-. '. • • • ° / Q / POLYETHYLENE PLASTIC (IN CONFORMANCE = ), ; _; ..: 6. EXISTING ASPHALT,7. TACK ALL EDGES AND FACES OF EXISTING ll NOT TO SCALE ' (/+� 0 WITH C105), �`•.;..'r,.`.,; ;;. ; O 1/4"x 1/4"x 2"x 48"LONG HIOFILTRATION SWALE SECTION �/ , ® NOT TO SCALE _ / 2. ANY SPECIAL CONDITIONS MUST FIRST / ASPHALT. TO ANGLE E7IRO BRACE. WELD BE APPROVED BY THE CITY ENGINEER. /� ' 0 O 8. 1 FOOT DISTANCE MIN. // 3. RESTORATION SHALL CONSIST OF REMOVING ALL 4 // ROCKS GREATER THAN 1 INCH IN DIAMETER, ©' 9. TRENCH LINE. / BLENDING THE TOP OF THE TRENCH WITH = THE SURROUNDING GRADE, REMOVING 10. UNDISTURBED EARTH. --- j / ALL SPOILS FROM THE SITE AND RE- 10 1 . '' '''=' OO _ 1"TYP SEEDING ALL EXCAVATED AREAS. / PROVIDE WEA- - _ THER RESTS- TIE DOWN -----...NN 4„ TRENCH WORK OUTSIDE OF RIGHT OF WAY BUT - 3 PLACES MIN. BENEATH PAVED AREAS OR SIDEWALK SHALL � Il�lT = GENERAL NOTES: „ TANT LOCK WELD TO COVER 1/2" DIA. HOLE -Tht:l. DELETE THE 1'-0" TOPSOIL LAYER®AND EXTEND 1. WATER LINES SHALL BE WRAPPED WITH - - ON BOTH SIDES 2 PLACES TYP. BANK RUN GRAVEL SECTION 10TO THE GROUND 8 MIL POLYETHYLENE PLASTIC <IN CON- OF TIE DOWN. °P 1/2" DIA. HOLE MATERIAL: i•> H ,.., SURFACE. STANDARD SECTION FOR ASPHALT OR Ali UTILITY TRENCH WITHIN FORMENCE WITH C105). 3 PLACES HOLE MATE1/4" YEAR. SIDEWALK AREAS SHALL BE PLACED ON TOP OFTYP ... 3 MIN. 13AR.REQ*D It; BANK RUN GRAVEL 1Q. ®PAVED STREETS (CITY ROW) 2. ANY SPECIAL CONDITIONS MUST FIRST MATERIAL: BE APPROVED BY THE CITY ENGINEER. 1/4"x YEAR. SPILLWAY EL. 164.50 1 REQUIRED I I T (CRITICAL) TOP SOIL PER LANDSCAPE PLAN ® UTILITY TRENCH OUTSIDE I I 1 STEN LTOLL ROD- MATCH EX. TOP SOIL PER LANDSCAPE PLAN �I""`'222===+++FFF FASTEN TO TOP RUNG GROUND ELEVATION INSTALL 2 EA. MIN.: 2" MIN. WIDTH STRAPS w. PAVED STREETS MIN.CLR. 3/8" ST.STEEL ANCHOR BOLTS. UNDISTURBED NATIVE _ 4," MATERIAL (TYP) 1 yyy�,U,- .r�•i 36" MAX.UNSUPPORTED LENGTH. 4" COMMON SOIL I -III-I I IL I_ THROUGHOUT.HFlLL LAND ' _,A-i iiT it, i = TTlf- _ . -III-I r I-I I III-1EI I I-I I SEAL LIFT HOLES. n=111=m== I=ER=TfG n-m 1 12" OVERLAP -TIT=TTTTT_= rT�Tll-T< •2" CLASS "B" ASPHALT IF PVC ENSURE BOND • III II I + - ' MUL . 1 I E ELBOW:EL. 162.10, 2 3/4" DIA. 'I IT==I O E. i %///////////////////////// FLAP 0 0 4' MIN. BELOW FlWSH 2" CLASS "B` ASPHALT EXISTING :' �8"-16 GUAGE ALUMINUM GRAD OR EXISTING GRWW) WASHED WHICHEVER IS LOWER ELEVATION 2" CRUSHED SURFACING EXISTING.` `'. < i --BAND STRAP w. GASKET //// / TOP COURSE DRAINFIELD ;iZc stir ROCK 2" CRUSHED SURFACING �I4•��OI`��OI4ij�0l4ij� EXISTING' EXISTING GRAVEL PARKING / FILTER CLOTH / ��4V�jSirgI••jGI�•j� - SURFACE 1.1 MARIFI 150 OR TOP COURSE EQUAL 6` 8" GRAVEL BASE A PARKING PAVEMENT SECTION ��� PERF INV IN EL..159.20 �" 24" 24" PIPE + ® (OVERLYING EXISTING GRAVEL PARKIID) 6 ®.® Adrijk PARKING PAVEMENT SECTION NOT TO SCALE 1 MAX. TRENCH OPENING WC (NEW PARKING AREAS) GALVANIZED STEPS SHALL NOT EXCEED 1" - 2" CI.R. TYP. NOT TO SCALE } - 30" OR 1-1/2 TIMES EARTHUNDISTURBED 24" THE OUTSIDE DIAMETER OF THE PIPE, PLUS 18" I(- WHICHEVER IS GREATER. -III-I I . ' . I�-I���I-I�I�I I I=I -f I- INV OUT EL 159.20 ® INTERCEPTOR DRAIN DTL, - - (TO BE USED IN UNPAVED LOCATIONS ONLY) .III-III-III-III, �T,� RESTRICTOR PLATE w.NOT TO SCALE Pill. FRAME LOCKING LID E 2 CATCH BASIN I" DIA. ORIFICE 0 EL 157.20 TYP I.D. (MARKED DRAIN) TYPE 6 EXTRUDED CEMENT RETAIN SHARP EDGES. T54"YP MOUNTED OVER 36" DIA. CONCRETE CURB W/ ECCENTRIC OPENING BOND -0---2". M . PLACE MANHOLE ON 6" COMPACTED SLURRY SAND BEDDING. 1. CONTROL OUTLET SHALL BE FACTORY FABRICATED. 2. INSTALL METAL COVER (ENTRY SIDE) /7/ DETENTION TANK 4' DIA. II I) SO THAT A VISUAL INSPECTION CAN BE MADE INSIDE AND DOWN THE LENGTH OF THE CONTROL DEVICE, BUT AS FAR AS POSSIBLE OFF TO ONE SIDE OF THE CATCH BASIN SO AS TO NOT RES- TRICT ACCESS INTO THE CATCH BASIN. \v 36" CMP RISE- ® NOT TO SCALE 3. BECAUSE OF MINOR VARIATIONS IN CATCH BASIN DIAMETERS, THE CONTRACTOR SHALL BE RESPON- SIBLE FOR THE FINAL FIT OF THE MANUFACTURED ACCESS RISER (SEE DETAIL) OD. 4. THE CASTL N PLACE STEPS SHALLS BE EKING. PLAN VIEW DIRECTLY UNDERNEATH THE ACCESS OPENING.CD' NOT TO SCALE Ali © CONTROL OUTLET • STANDARD LOCKINGSTANDARD TYPE II - 54" CB ® NOT TO SCALE M.H. FRAME k COVER CONCRETE TOP SLAB 2 1/2"-+ I TOTAL WEIGHT SUPPORTED BY COMPACTED GROUND NOT �3 BARS (2) PLAN VIEW CONTROL STRUCTURE (SEE DETAIL) JAL RISER. I I NOT TO SCALE IIIIII=W_III=Pi P=I--1. I- TI-I�E. I 6'-0" all I I =l�yti lll =JJ= T-iT - 8" MIN. I Tf iT -�-I I I I= I_ RISER, 36" DIA. SAME 10" MAX ACCESS RISER (SEE DETAIL) I I MATERIAL AND GUAGE AS -O TANK , WELDED OR FUSED 3:1 SAND AND CEMENT TO TANK AX GROUT 1" DEPTH 95% MODIFIED PROCTOR � I 9" CONTROL STRUCTURE COMPACTED PIPE BEDDING 13/16" DIA HOLES NON-SHRINK GROUT (SEE DETAIL) I I I I WELD OR BOLT - i_J .LL - STANDARD MH STEPS L6" Iticiii + ' 12" O.C. V2" CLEARANCE (TYPI) N4 BARS (2) - / DETENTION TANK 4' DIA. CMP (16 GUAGE W/ ASPHALT TREATMENT 1) ION4' DIA. 16 GUAGE CMP DET- WHEEL STOP SHALL BE CONSTRUCTED OF CLASS 4000 v ENTION TANK CEMENT CONCRETE W/ TWO DRAINAGE AREAS FORMED ATTACHMENT DETAIL THE PRESENCE OF THIS NOTES INDICATES SECTION VIEW IN BASE THAT THIS DRAWING HAS NOT BEEN RELEASED FOR .CONSTRUCTION PURPOSES 95 -SLOPE 0.8 [EL: NOT TO SCALE ea PRECAST CEMENT CONCRETE WHEELSTOP CURB \,/, DETENTION PIPE ACCESS DETAIL AND IS SUBJECT TO REVIEW & CORRECTIONS NOT TO SCALE NOTES: SECTION VIEW 1. USE ADJUSTING BLOCKS AS REO'D TO BRING FRAME TO GRADE ��`•S� D. C ® NOT TO SCALE • C:\DATA\DRAwNGS\3505-28-PARKING\DESIGN\3505-C3-DETAILS.DWC NOT TO SCALE 36" MIN. DIA. 2. ALL MATERIALS TO BE ALUMINUM OR GALVANIZED AND ASPHALT r,C' OF w , COATED (TREATMENT 1 OR BETTER) ¢ REVISIONS F&K CK ® • DETENTION PIPE DETAIL t ,. -��,Z�z ISLAND HOSPITAL - 26TH ST PARKING LOT DT TO SCALE APPROVED FOR CONSTRUCTION 'O ,p 7 CALL BEFORE YOU DIG OVAL '�.ftrstrakANACORTES WASHINGTONG^ DRAWN BY' GDC DATE, 7/29/02 FAKKEMA & KINGMA. INC. SCALES AS NOTED DWG. Na 3505 1 -800-424-5555 CITY ENGINEER DATE EXPIRES 05/09/O4 APPROVED BY' DATE. CONSULTING ENGINEERS & SURVEYORS DATE' SHEET Na 840 SE Bth Ave #102 Dok Harbor, Wa. 98277 (360) 675-5973 C'-`; ISLAND HOSPITAL 26th STREET PARKING LOT CONSTRUCTION DRAINAGE REPORT JULY, 2002 i -JD. CA.of WASy�0 r lI 9O 27378 �l(� �F`SSiON°A otc n1 Lii I EXPIRES 5/9/ 02 1 r- `J PREPARED BY: FAKKEMA AND KINGMA, INC. 840 SE 8TH AVENUE, SUITE 102 OAK HARBOR, WA 98277 (360) 675-5973 (360) 675-7255 [FAX] I 11 DRAINAGE REPORT ISLAND HOSPITAL 26TH STREET PARKING LOT CONSTRUCTION I J INTRODUCTION This drainage report is prepared for purposes of analyzing the drainage impacts of site improvements of the Island Hospital 26th Street Parking Lot Construction located in Anacortes, Washington. Improvements include construction of approximately 33,000 square feet of paved parking lot surface and associated travelways and walkways. The site is located Northeast of the end of 26th Street directly South of the Island Hospital site. _A EXISTING SITE CONDITIONS The proposed parking lot lies on a property of approximately 1.02 Acres on which there is an existing ambulance service building on the south most portion with a small amount of associated pavement parking. The remainder of the site consists of existing buildings, approximately 0.34 Acres of gravel parking, and small amounts of paved I surface in the Northernmost section. Examination of the drainage patterns yield that runoff flows in two distinct directions. The North portion, (most of the site) sheet flows u east across the property onto the adjacent property before being directed into the drainage system within 26th Street. The smaller drainage basin including ambulance service building and associated paved surface drains into an existing catch basin to the south, which is a separate storm drain system. J _i Site topography for the site is approximately 3% sloping generally to the Northeast. Soils in the area are classified as Bow soils having an SCS Soils Classification of D. POSTDEVELOPMENT CONDITIONS Under postdevelopment conditions, the site will be changed based upon the added construction of the 26th Street Parking Lot Construction (directly to the North of the existing ambulance service building) including asphalt parking, asphalt sidewalks, and U DRAINAGE REPORT ISLAND HOSPITAL 26TH STREET PARKING LOT CONSTRUCTION 3 I landscape areas as shown on the Postdevelopment Basin Plan. A small northern portion of the improvements together with the existing ambulance service building will 1 bypass detention and are excluded from Basin PST1. As these areas undergo no change to impervious ground coverage, this will result in no increase in runoff from these areas. Basin PST1 will sheet flow to the east where it will be directed into a bioswale along the east edge of the parking lot before draining into a 48 inch diameter detention pipe connected into the drainage system in 26th Street. DOWNSTREAM DRAINAGE SYSTEM Review of the City of Anacortes storm drainage utility records yielded the following downstream visual analysis. Drainage exiting the site in the Northeast corner enters a 8-inch concrete storm drain line lying on the South edge of 26th Street draining East. This 8-inch line continues East approximately 300 feet until reaching an 18-inch line heading North to 22nd Avenue where it continues East within a 27-inch storm line transitioning into a 30-inch storm line and finally into a 36-inch storm drain line at the intersection of 22nd Street and "R"Avenue discharging into the bay. J STORMWATER ANALYSIS Stormwater computations were performed utilizing the Santa Barbara Urban Hydrograph Method within the Water Works Program. Analysis was performed for the 2 year, 10 year, and 100 year storms for pre- and postdevelopment site conditions for Basin NO1. In addition, the 6 month-24 hour storm was computed for Basin PST1 for purposes of evaluating the biofiltration swale. Calculations of average CN and time of concentrations for the basins are contained within the Appendix of this report. The pre- _ and postdevelopment runoff rates are as follows: LA 1 7 DRAINAGE REPORT ISLAND HOSPITAL 26TH STREET PARKING LOT CONSTRUCTION 4 I BASIN 6 MONTH (cfs) 2 YEAR (cfs) 10 YEAR (cfs) 100 YEAR (cfs) PRE1 0.09 0.19 0.35 1 J PST1 0.12 0.20 0.33 0.51 Due to the increase runoffs seen within the basin, a detention system has been designed as shown on the Grading, Drainage, and Utility Plan. Postdevelopment runoff rates were routed through the detention configuration with restrictions placed to control the postdevelopment outlet rate to one-half of the 2 year predevelopment rate and matching the 10 year and 100 year predevelopment rates. Detention modeling utilizing 160 lineal feet of 48-inch pipe yielding a storage volume of 1,542 cubic feet required (as shown in the level pool routing table in Appendix). This volume was increased by 30% J in accordance with the City of Anacortes Stormwater Ordinance and detention volume yielding a total design volume of 2,094 (an actual safety factor of 35%) per storage volume computations included in the Appendix. ,_1 Treatment of the surface water runoff from Basin PST1 was analyzed for the 6 month- 24 hour storm or 64% of the 2 year storm as outlined in the DOE Technical Stormwater Manual. Computation of the 6 month flow for Basin PST2, shows a peak runoff rate of 0.12 cfs. Routing the expected flows through the proposed biofiltration configuration Li consisting of a 3 foot bottom with 3 to 1 side slopes and a maximum slope of 1.0%, — a maximum depth of 0.18 feet or approximately 2 inch flow depth resulted. A velocity of 0.21 ft/s resulted yielding a total residence time of 570 seconds which is greater than the required 540 seconds. Capacity check for the 100 year peak runoff event was performed for the biofiltration u swale yielding a maximum depth of flow of 0.38 feet or approximately 4 1/2 inches. U I DRAINAGE REPORT ISLAND HOSPITAL 26TH STREET PARKING LOT CONSTRUCTION 5 Capacity calculations for the 8-inch storm drain lines for the minimum design slope of 0.5%, calculated a capacity of 1.23 cfs as compared to the 100 year peak runoff of 0.51 cfs. CONCLUSION Analysis of site drainage yields that a detention system consisting of approximately 1 2,072 cubic feet total of storage will be required (with 2,094 cubic feet provided) to mitigate for the increase in peak runoff rate. Runoff rates exiting the detention system will be limited to one-half of the 2 year predevelopment flow and matching the 10 year and 100 year predevelopment flows. Flows will pass through approximately 120 lineal feet of biofiltration swale to provide treatment of the stormwater runoff prior to entering the detention system. _J �I I� 1 J1l J 1 I S:\FANDK PROJECTS\3505-26-parking\IH-26TH STREET.DR.doc 1 0 w cC r-n rze. r 1 (r__'1 @^ -1 Ern n- n li n J L J L _J r _1 l 1 Sol it WMA Kll tr MEC ILDING ox. TANK Li 18 IST 19 IST 2015T z K, '11. UNI - D D 21 ST 99 ST :,V CuS SITE L qT 26TH STREET I'll, SIT, Lm qT 99 RT qT ---- LE—'H 26 TWAt 17 S -2Z ST 28 291 ST 29 ST 19 'RE ss30 ST ST 'R 42' tM5TT F -j I F v LTpj 4 11 :Tl� VICINITY MAP NOT TO SCALE ",I! I; NU L cZr %A EA�0;$4 44 r q, d 0 w Im 16 SCALE IN FEET SRI m Eii I R. 'SA -L LJ...... oto qj Ti (sl n.� IN (R) w CUT,aam Jjj -rd LA 0 IN- IOLI!ril L J; Lj Fq All Lj OUT IS j lll—� REVISIONS F&K MLAND HOSPITAL 61-H ST PARKING LOT acT Lj PREDEVELOPMENT DRAINAGE BASIN PLAN hlal,ANACORTES WASHINGTON %BYcoc 7/26/02 B 0 k"CMA & KINGMA, INC. I' - 20' I—"T- 3505 nazi ENGINEERS & SURVEYOR' I OF 2 �'T �k H.,I,—, v. ��7� (160 675-597 7 Li LJ i7I Lel rll LJ Li I MECVANICAL I 'I ILDING r JOAXN�K_ \ rl._ I_ I ❑ 'Ki ILI 11 r el ' 1 _ N. III �•4��.CC Yj-Y- NLY////////// " it/// ///////i•t///�, `I ///✓/////y/�: T/—� I fir'\ 1, I/rrTT IF --� (AREA �' a cvNc u i YI41.23�„.w...—.— ii/ 5 rT _ 01 �9JROICAL I➢N.SIXI 26TH STREET �. :S• 159.1E ill o za 10 00 SCALE IN FEET �✓ IN (E) 100.]9 F'YL 8 ST 20 ST t 21 S 22 ST � T x 23 ST SITE ,1 2L CT > yy'ST � 28 28 S ST 29 ST 291ST _ 30 ST x c 31 ST 3383 ST > I � VICINITY MAP NOT TO SCALE REVISIONS FIW M MAND HOSPITAL - 26TH ST PARKING LQT POSTDEVELOPMENT DRAINAGE BASIN PLAN ANACORTES WASHINGTON " GOC "7/26/02 rnnKEMA & KINGMA, INC. 1-1• = 20' Imo'" 3505 wPPoM 9v. [' p Y 01nuN'. TING ENNINEENR 6�SUWEYCRS 675-59 ] lue ' E` NU 2 OF 2 a` 4` PK SS d n p" ^.Il r ^-¢ nlor, ill o za 10 00 SCALE IN FEET �✓ IN (E) 100.]9 F'YL 8 ST 20 ST t 21 S 22 ST � T x 23 ST SITE ,1 2L CT > yy'ST � 28 28 S ST 29 ST 291ST _ 30 ST x c 31 ST 3383 ST > I � VICINITY MAP NOT TO SCALE REVISIONS FIW M MAND HOSPITAL - 26TH ST PARKING LQT POSTDEVELOPMENT DRAINAGE BASIN PLAN ANACORTES WASHINGTON " GOC "7/26/02 rnnKEMA & KINGMA, INC. 1-1• = 20' Imo'" 3505 wPPoM 9v. [' p Y 01nuN'. TING ENNINEENR 6�SUWEYCRS 675-59 ] lue ' E` NU 2 OF 2 Table 2.3 100 Paved parking lots, roofs', driveways, etc. (excluding right-of-way) Runoff Curve Numbers for Selected Aqricultural, Suburban, and Urban Areas and 15% lawn) (Sources: TR 55, 1986, and Stormwater Management Manual, 1992. See Section 2. 1.1 for explanation) 95 Good lawn condition (weighted average CNs). CNs for hydrologic soil group Cover type and hydrologic condition. A B C D Curve Numbers for Pre -Development Conditions 38 4.0 DU/GA Pasture, grassland, or range -continuous forage for grazing: 4.5 DU/GA _ 46 Fair condition (ground cover 50% to 75% and not heavily grazed). 49 69 79 84 Good condition (ground cover>75% and lightly or only occasionally grazed) 39 61 74 80 Woods: 54 7.0 DU/GA Fair (Woods are grazed but not burned, and some forest litter covers the soil). 36 60 73 79 1 Good (Woods are protected from grazing, and litter and brush adequately cover the soil). 30 55 70 77 Curve Numbers for Post -Development Conditions 55 70 Open space (lawns, parks, golf courses, cemeteries, landscaping, etc.)) Fair condition (grass cover on 50%- 75% of the area). 77 85 90 92 Good condition (grass cover on >75% of the area) 68 80 86 90 Impervious areas: Open water bodies: lakes, wetlands, ponds etc. 100 Paved parking lots, roofs', driveways, etc. (excluding right-of-way) 98 Porous Pavers and Permeable interlocking Concrete (assumed as 85% impervious and 15% lawn) Fair lawn condition (weighted average CNs). 95 Good lawn condition (weighted average CNs). 94 Paved 98 Gravel (including right-of-way) 76 Dirt (including right-of-way) Pasture, grassland, or range -continuous forage for grazing: Poor condition (ground cover <500/a or heavily grazed with no mulch). Fair condition (ground cover 50% to 75% and not heavily grazed). Good condition (ground cover >75%and lightly or only occasionally grazed) Woods: Poor (Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning) Fair (Woods are grazed but not burned, and some forest litter covers the soil). Good (Woods are protected from grazing, and litter and brush adequately cover the soil). Single family residential': Should only be used for Average Percent Dwelling Unit/Gross Acre subdivisions > 50 acres impervious area 3,4 1.0 DU/GA 15 1.5 DU/GA 20 2.0 DU/GA 25 2.5 DU/GA 30 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA _ 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 7.5 DU/GA 58 72 68 49 39 45 36 30 100 100 100 98 98 98 1 96 97 97 95 96 97 98 98 98 85 89 91 ' 82 87 89 79 86 89 69 79 84 61 74 80 66 77 83 60 73 79 55 70 77 1 Separate curve number shall be selected for Pervious & impervious portions of the site or basin PUD's, condos, apartments, commercial %impervious Separate curve numbers shall businesses, industrial areas & must be be selected for pervious and & subdivisions < 50 acres computed impervious portions of the site For a more detailed and complete description of land use curve numbers refer to chapter two (2) of the Soil Conservation Service's Technical Release No. 55 , (210 -VI -TR -55, Second Ed., June 1986. Composite CN's may be computed for other combinations of open space cover type. 'Where roof runoff and driveway runoff are infiltrated or dispersed according to the requirements to Chapter 2, the average percent impervious area may be adjusted in accordance with the procedure described under "Flow Credit for Roof Downspout Infiltration" and "Flow Credit for Roof Downspout Dispersion" in Chapter 2. 'Assumes roof and driveway runoff is directed into street/storm system. 'All the remaining pervious area (lawn) are considered to be in good condition for these curve numbers. August 2001 Volume Ill - Hydrologic Analysis and Flow Control BMPs 2-23 ISLAND HOSPITAL 26TH STREET PARKING LOT CONSTRUCTION CN VALUES Soils for site consist of Bow Soils, with a SCS Soils Classification of "D". BASIN PRET Total Basin Area = 36,544 ftZ/43,560 = 0.84 Acres Impervious Area = 5,981 ft2/43,560 = 0.14 Acres Average CN: Gravel Parking soils "D" = 0.34 x 89 Grass/Lawn soils "D" = 0.36 x 86 0.70 Acres BASIN PST1 Total Basin Area = 36,544 ft2/43,560 = 0.84 Acres Impervious Area = 30,711 ft2/43,560 = 0.71 Acres = 30.26 = 30.96 61.22/0.70 = 87.45 Use 87 Remainder area (0.84 — 0.71 = 0.13 Acres) consists of Grass/Lawn Soils "D", yielding a CN value of 86. ISLAND HOSPITAL 26TH STREET PARKING LOT CONSTRUCTION TIME OF CONCENTRATION BASIN PRET Pervious Tc 65 LF Gravel Overland @ 3.1% 100 LF Grass Overland @ 3.0% Impervious Tc 65 LF Paved Overland @ 3.3% BASIN PSTI Pervious Tc 25 LF Grass Overland @ 2.0% 105 LF Grass Swale @ 2.4% 120 LF Grass Swale @ 1.0% Impervious Tc 125 LF Paved Overland @ 2.4% 90 LF Paved Shallow Concentrated @ 1.1% 120 LF Grass Swale @ 1.0% ❑&kOS 7/25/02 10:27:28 pm Shareware Release page 1 ISLAND HOSPITAL ❑&k2S 26TH STREET PARKING LOT STORMWATER DETENTION CALCULATIONS ------------------------------------------- STAGE STORAGE TABLE UNDERGROUND PIPE ID No. PIPE1 Description: 48" DETENTION PIPE Diameter: 4.00 ft. Length: 160.00 ft. Slope...: 0.0080 ft/ft upstr: dnstr: STAGE <---- STORAGE ---- > STAGE <---- STORAG (ft)---cf-----Ac-Ft- (ft) ---of--- -- 159.20 0.0000 0.0000 160.60 322.37 159.30 0.5231 0.0000 160.70 365.99 159.40 2.9363 0.0001 160.80 413.19 159.50 8.0286 0.0002 160.90 463.22 159.60 16.350 0.0004 161.00 515.57 159.70 28.332 0.0007 161.10 569.84 159.80 44.325 0.0010 161.20 625.71 159.90 64.620 0.0015 161.30 682.93 160.00 89.460 0.0021 161.40 741.23 160.10 119.05 0.0027 161.50 800.40 160.20 153.55 0.0035 161.60 860.23 160.30 193.10 0.0044 161.70 920.51 160.40 237.80 0.0055 161.80 981.06 160.50 283.92 0.0065 161.90 1042 's----> STAGE <---- STORAGE ---- > STAGE <---- STORAGE ---- > �c-Ft- (ft) ---of--- --Ac-Ft- (ft) --- cf--- --Ac-Ft- ------------------=---------_-_-_-_-_____------ ).0074 162.00 1102 0.0253 163.40 --------------- 1826 -___ 0.0419 ).0084 162.10 1162 0.0267 163.50 1864 0.0428 ).0095 162.20 1222 0.0281 163.60 1898 0.0436 ).0106 162.30 1281 0.0294 163.70 1927 0.0442 ).0118 162.40 1339 0.0307 163.80 1951 0.0448 ).0131 162.50 1396 0.0321 163.90 1970 0.0452 ).0144 162.60 1452 0.0333 164.00 1985 0.0456 1.0157 162.70 1506 0.0346 164.10 1996 0.0458 1.0170 162.80 1558 0.0358 164.20 2004 0.0460 ).0184 162.90 1607 0.0369 164.30 2008 0.0461 ).0197 163.00 1654 0.0380 164.40 2010 0.0462 ).0211 163.10 1696 0.0389 164.50 2010 0.0462 ).0225 163.20 1733 0.0398 ).0239 163.30 1782 0.0409 -" � -j �7 F - r 9 - Irk ) l DETENTION POND SYSTEM STAGE STORAGE RELATIONSHIP STAGE 11 DET. PIPE STORAGE CATCH BASIN STORAGE1 TOTAL STORAGE !TOTAL STORAGE/1.3 159.20 0.0 0.0 0.0 0.0 159.50 8.0 4.8 12.8 9.8 160.00 89.5 12.7 102.2 78.6 161.00 515.0 28.6 543.6 418.2 162.00 1102.0 44.5 1146.5 881.9 163.00 1654.0 60.4 1714.4 1318.8 164.00 1985.0 76.3 2061.3 1585.6 164.50 2010.0 84.3 2094.3 1611.0 r---1 r--1 f F - f -- -, I_ l r ---i ` F- 7 1 -1 f P^ -'i 1 F-� t- 1 1 (-7 F--1 i I L -j I [16k0S 7/25/02 10:35:44 pm Shareware Release ISLAND HOSPITAL 26TH STREET PARKING LOT STOMIATER DETENTION CALCULATIONS BASIN SUMMARY BASIN ID: PRElA NAME: PREDEV. ONSITE BASIN - 2 YR SBUH METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV PRECIPITATION .... : 1.40 inches AREA..: 0.70 Acres TIME INTERVAL....: 10.00 min CN....: 87.00 TC .... : 13.68 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 65.00 ns:0.0110 p2yr: 1.40 s:0.0310 TcReach - Sheet L: 100.00 ns:0.1500 p2yr: 1.40 s:0.0300 impTcReach - Sheet L: 65.00 ns:0.0110 p2yr: 1.40 s:0.0330 PEAK RATE: 0.09 cfs VOL: 0.04 Ac -ft TIME: 480 min BASIN ID: PRElB NAME: PREDEV. ONSITE BASIN - 10 YR SBUH METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV PRECIPITATION....: 2.10 inches AREA..: 0.70 Acres TIME INTERVAL....: 10.00 min CN....: 87.00 TC....: 13.68 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L; 65.00 ns:0.0110 p2yr: 1.40 s:0.0310 TcReach - Sheet L: 100.00 ns:0.1500 p2yr: 1.40 s:0.0300 impTcReach - Sheet L: 65.00 ns:0.0110 p2yr: 1.40 s:0.0330 PEAK RATE: 0.19 cfs VOL: 0.08 Ac -ft TIME: 480 min BASIN ID: PRElD NAME: PREDEV. ONSITE BASIN - 100 YR SBUH METHODOLOGY TOTAL AREA.- ... : 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERV PRECIPITATION....: 3.10 inches AREA..: 0.70 Acres TIME INTERVAL....: 10.00 min CN....: 87.00 TC....: 13.68 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 65.00 ns:0.0110 p2yr: 1.40 s:0.0310 TcReach - Sheet L: 100.00 ns:0.1500 p2yr: 1.40 s:0.0300 impTcReach - Sheet L: 65.00 ns:0.0110 p2yr- 1.40 s. -0.033C PEAK RATE: 0.35 cfs VOL: 0.14 Ac -ft TIME: 480 min page 1 IMP 0.14 Acres 98.00 5.00 min IMP 0.14 Acres 98.00 5.00 min IMP 0.14 Acres 98.00 5.00 min ft&kOS 7125102 10:35:44 pm Shareware Release Lj ISLAND HOSPITAL 26TE1 STREET PARKING LOT STORMWATER DETENTION CALCULATIONS BASIN SUMMARY NAME: POSTDEV. ONSITE BASIN - 6 MO 0.84 Acres BASEFLOWS: 0.00 CIS TYPEIA PERV 0.90 inches AREA..: 0.13 Acres 10.00 min CN....: 86.00 TC....: 6.73 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1.40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 s:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.12 cfs VOL: 0.04 Ac -ft TIME: 480 min BASIN ID: PST1A NAME: POSTDEV. ONSITE BASIN - 2 YR SBUII METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV PRECIPITATION....: 1.40 inches AREA..: 0.13 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TC....: 6.73 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1.40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 x:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.20 cfs VOL: 0.07 Ac -ft TIME: 480 min BASIN ID: PST1B NAME: POSTDEV. ONSITE BASIN - 10 YR SBUH METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PFRV PRECIPITATION....: 2.10 inches AREA..: 0.13 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TC....: 6.73 min ABSTRACTION COEFF: 0.20 page 2 IMP 0.71 Acres 98.00 5.00 min TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1..40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 s:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.33 cfs VOL: 0.12 Ac -ft TIME: 480 min IMP 0.71 Acres 98.00 5.00 min IMP 0.71 Acres 98.00 5.00 min BASIN ID: PST16 SBUH METHODOLOGY 'DOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: L� TIME INTERVAL....: NAME: POSTDEV. ONSITE BASIN - 6 MO 0.84 Acres BASEFLOWS: 0.00 CIS TYPEIA PERV 0.90 inches AREA..: 0.13 Acres 10.00 min CN....: 86.00 TC....: 6.73 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1.40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 s:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.12 cfs VOL: 0.04 Ac -ft TIME: 480 min BASIN ID: PST1A NAME: POSTDEV. ONSITE BASIN - 2 YR SBUII METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV PRECIPITATION....: 1.40 inches AREA..: 0.13 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TC....: 6.73 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1.40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 x:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.20 cfs VOL: 0.07 Ac -ft TIME: 480 min BASIN ID: PST1B NAME: POSTDEV. ONSITE BASIN - 10 YR SBUH METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PFRV PRECIPITATION....: 2.10 inches AREA..: 0.13 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 TC....: 6.73 min ABSTRACTION COEFF: 0.20 page 2 IMP 0.71 Acres 98.00 5.00 min TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1..40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 s:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.33 cfs VOL: 0.12 Ac -ft TIME: 480 min IMP 0.71 Acres 98.00 5.00 min IMP 0.71 Acres 98.00 5.00 min !'skOS 7/25/02 10:35:44 pm Shareware Release page 3 ISLAND HOSPITAI. 26TH STREET PARKING LOT STORMWAPER DETENTION CALCULATIONS BASIN SUMMARY BASIN 1D: PSTID NAME: POSTEEV. ONSITE BASIN - 100 YR SBUH METHODOLOGY TOTAL AREA.......: 0.84 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPElA PERV IMP PRECIPITATION....: 3.10 inches AREA..: 0.13 Acres 0.71 Acres TIME INTERVAL....: 10.00 min CN....: 86.00 98.00 TC....: 6.73 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25.00 ns:0.1500 p2yr: 1.40 s:0.0200 TcReach - Channel L: 105.00 kc:17.00 s:0.0240 TcReach - Channel L: 120.00 kc:17.00 s:0.0100 impTcReach - Sheet L: 125.00 ns:0.0110 p2yr: 1.40 s:0.0240 impTcReach - Shallow L: 90.00 ks:27.00 s:0.0110 impTcReach - Channel L: 120.00 kc:17.00 s:0.0100 PEAK RATE: 0.51 cfs VOL: 0.19 Ac -ft TIME: 480 min ❑&kOS 7/25/02 10:35:44 pm Shareware Release page 4 ISLAND HOSPITAL 26TH STREET PARKING LOT STORMWATER DETENTION CALCULATIONS HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\Ac Ft Acres 1 0.044 690 3247 cf 0.84 2 0.187 510 5265 cf 0.84 3 0.325 500 8216 cf 0.84 ❑&k0S 7/25/02 10:35:45 pm Shareware Release page 5 ISLAND HOSPITAL 26TH STREET PARKING LOT STORMWATER DETENTION CALCULATIONS STORAGE STRUCTURE LIST STORAGE LIST ID No. DESIGN Description: DESIGN DETENTION PIPE UNDERGROUND PIPE ID No. PIPE1 Description: 48" DETENTION PIPE Diameter: 4.00 ft. Length: 160.00 ft. Slope...: 0.0080 ft/ft upstr: dnstr: &kGS 7/25102 10:35:45 pm Shareware Release ISLAND HOSPITAL 26TH STREET PARKING LOT r 01 STORMWATER DETENTION CALCULATIONS DISCHARGE STRUCTURE LIST===—=___ � MULTIPM ORIFICE SC No. DESIGN Description: DESIGN DETENTION OUTLET Outlet Elev: 159.20 Elev: 157.20 It Orifice Diameter: 0.9785 in. Elev: 162.10 ft Orifice 2 Diameter.: 2.7422 in. I T� I A page o ❑&k0S 7/25/02 10:35:46 pm Shareware Release page 7 ISLAND HOSPITAL 26TH STREET PARKING LOT STORMWATER DETENTION CALCULATIONS LEVEL POOL TABLE SUMMARY D&k2S MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE <-------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 1/2 2 YR DETENTION ........... 0.04 162.00 1 0.20 DESIGN DESIGN 0.04 883.38 c£ 10 YR DETENTION .............. 0.19 0.33 DESIGN DESIGN 162.57 2 0.19 1129.14 cf 100 YR DETENTION ............. 0.35 0.51 DESIGN DESIGN 163.84 3 0.33 1542.88 cf F-1 'J Worksheet Worksheet for Trapezoidal Channel Project Description Project File c:\haestad\fmw\3505-26.fm2 Worksheet BIOFILTRATION SWALE - 6 MONTH FLOW Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data 0.18 Mannings Coefficient 0.200 Channel Slope 0.010000 ft/ft Left Side Slope 3.000000 H: V Right Side Slope 3.000000 H: V Bottom Width 3.00 ft Discharge 0.13 cfs Results Depth 0.18 ft Flow Area 0.62 ft' Wetted Perimeter 4.11 ft Top Width 4.05 ft Critical Depth 0.04 ft Critical Slope 1.758795 ft/ft Velocity 0.21 ft/s Velocity Head 0.69e-3 ft Specific Energy 0.18 ft Froude Number 0.09 Flow is subcritical. Worksheet Worksheet for Trapezoidal Channel Project Description Project File c:\haestad\fmw\3505-26.fm2 Worksheet BIOFILTRATION SWALE - 100 YR FLOW Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flaw is suboritical. 0.200 0.010000 fttft 3.000000 H : V 3.000000 H: V 3.00 ft 0.51 cfs 0.38 ft 1.57 ft2 5.39 ft 5.27 ft 0.09 ft 1.335138 Wit 0.33 fus 0.16e-2 ft 0.38 It 0.11 Worksheet Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\3505-26.fm2 Worksheet 8" STORM DRAIN Flow Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient Channel Slope Depth Diameter Results Discharge Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope 0.009 0.005000 ft/ft 0.67 ft 8.00 in 1.23 cfs 0.35 ft' 2.09 ft 0.00 It 0.53 It 100.00 0.005383 ft/ft 3.54 fus 0.19 ft FULL It FULL 1.33 cfs 1.23 cfs 0.005000 Tuft 1 ISLAND HOSPITAL - ANACORTES, WA 1 1 26TH STREET PARKING LOT CONSTRUCTION PROJECT MANUAL J JULY, 2002 I EXPIRES 5t9/pq PREPARED BY: FAKKEMA AND KINGMA, INC. 840 SE 8TH AVENUE, SUITE 102 OAK HARBOR, WA 98277 (360) 675-5973 SECTION 00010 - TABLE OF CONTENTS TABLE OF CONTENTS ISLAND HOSPITAL - ANACORTES, WA, 26TH STREET PARKING LOT CONSTRUCTION PROJECT MANUAL DIVISION 0 00010 Table of Contents 00020 Invitation to Bid 00100 Bidder's Checklist 00105 Information to Bidders 00300 Bid Bond 00312 Bid Form - Unit Prices 00660 Agreement 00670 Performance Bond 00680 Employment of Subcontractor 00690 Certificate of Insurance DIVISION 2 - SITE WORK 02000 General Site Work 02150 General Site Earthwork 02225 Trenching 02510 Asphaltic Concrete Paving 02712 Interceptor Drainage Systems 02722 Site Storm Sewerage Systems APPENDIX A: Prevailing Wages for Skagit County APPENDIX B: Standard Details PROJECT PLANS: ISLAND HOSPITAL - ANACORTES, WA 26'x' STREET PARKING LOT CONSTRUCTION Sheet No. Date II Drawing Title C-1 7-24-02 I Temporary Erosion Control Pian C-2 7-24-02 Gradinq, Drainaqe, and Utility Plan C-3 ( 7-24-02 I Construction Details Plan END OF SECTION 00010 [IH -26TH] TABLE OF CONTENTS 00010-1 7 SECTION 00020-1NVIATION TO BID ISLAND HOSPITAL — ANACORTES, WA 26' STREET PARKING LOT CONSTRUCTION INVITATION TO BID Sealed bids will be received by Island Hospital, 1211 24`h Street, Anacortes, WA, 98221 until p.m., I , 2002, at which time they will be opened and publicly read aloud for construction of the following: Approximately 33,500 square feet of paved parking lot surface and associated curbs, wheel stops, and striping; 160 lineal feet of 48 -inch detention pipe and associated storm drainage. Construction documents are available for examination at Fakkema and Kingma, Inc., and the following locations: Builders Exchange of Washington Weekly Construction Reporter (WCR) 2607 Wetmore Avenue 923 W. Holly Everett, WA 98201-2926 Bellingham, WA 98225 Construction Market Data (CMD) Construction Data Plan Center 5005 W 7th Street, Suite C 13010 Northup Way, Bldg. C-3, #1 Renton, WA 98055 Bellevue, WA 98005 Construction Data News Minority Contractors of Pierce County 800 S. Michigan 2018 S. 17th Seattle, WA 98108 Tacoma, WA 98405 Plans and specifications may be obtained at Fakkema and Kingma, Inc., 840 S.E. 8th Avenue, Suite 102, Oak Harbor, WA 98277, upon payment of $25.00 which is non-refundable. ISLAND HOSPITAL — ANACORTES, WA, reserves the right to reject any and all bids or waive _� any informalities in the bidding. The three low bidders may not withdraw a bid for a period of thirty (30) calendar days after the date set for the opening thereof. Published: Anacortes American Daily Journal of Commerce Bellingham Herald [111-26'x] INUITRTION TO BID 00020-1 DOCUMENT 00100 - BIDDER'S CHECKLIST THE BIDDER'S ATTENTION IS CALLED TO THE FOLLOWING FORMS WHICH MUST BE EXECUTED IN FULL: 1. INFORMATION FOR BIDDERS - To be filled in and signed by bidder. 2. BID FORM - The unit prices must be shown in the space provided in both words and figures. The remainder of the proposal must be completed and signed by the bidder. 3. BID BOND — This form is to be executed by the bidder and the Surety Company unless bid is accompanied by cash or a certified check. The amount of this bond shall be not less than five percent (5%) of the total amount of the bid and may be shown in dollars or on a percentage basis. Bid forms other than the enclosed form may be accepted providing it has been approved by the Owner prior to bid submittal. 4. Acknowledgment of receipt of any addenda. THE FOLLOWING FORMS AND DOCUMENTS MUST BE EXECUTED AFTER THE CONTRACT IS AWARDED: 1. AGREEMENT AND CONTRACT - To be executed by the successful bidder in triplicate. 2. PERFORMANCE BOND - To be executed by the successful bidder and his surety company in triplicate. 3. CERTIFICATE OF INSURANCE - To be submitted in triplicate. 4. MINIMUM WAGE AFFIDAVIT - To be submitted in triplicate. 5. LETTERS FOR EMPLOYMENT OF SUBCONTRACTORS - To be submitted in duplicate. 6. POWER OF ATTORNEY - To be submitted in duplicate. No form supplied. 7. CONSTRUCTION PROGRESS SCHEDULE -To be submitted in duplicate two (2) working days prior to the pre -construction conference. Must insure the completion of the project within the time specified. 8. TRAFFIC CONTROL PLAN - To be submitted two (2) working days prior to pre -construction conference. 9. CONTRACTOR PROJECT SUBMITTAL REQUIREMENTS — As detailed in the "submittal" descriptions in the individual sections of this Project Manual. Required three (3) days prior to commencement of construction. END OF SECTION 00100 [IH -26'"] BIDDER'S CHECKLIST 00100-1 SECTION 00105 - INFORMATION TO BIDDERS INFORMATION TO BIDDERS 1 RECEIPT AND OPENING OF BIDS OA 51 0 5 A. Bids signed, executed and dated will be received by Island Hospital — Anacortes, WA, until the time and date indicated in Section 00020. B. Offers submitted after the above time shall be returned to the bidder unopened. C. Offers will be opened publicly immediately after the time for receipt of bids. D. Amendments to the submitted offer will be permitted if received in writing prior to bid closing and if endorsed by the same party or parties who signed and sealed the offer. BASIS OF AWARD A. The Owner retains the right to reject all bids. B. A contract, if awarded, will be awarded to the lowest bidder. ADDITIONS OR DELETIONS A. The Owner reserves the right to vary project quantities by amounts greater than that outlined in the WSDOT/ APWA Standard Specifications, Section 1-04.6, with no changes in unit bid price. PREPARATION OF BID A. Each bid must be submitted on the prescribed form, Document 00312, Bid Form - Unit Prices. All blank spaces for bid prices must be filled in, in ink or typewritten, in both words and figures, and the foregoing Certification must be fully completed and executed when submitted. B. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. QUALIFICATION OF BIDDERS A. The Contractor must be licensed, bonded, and insured in the State of Washington. B. Each bidder shall be skilled and regularly engaged in the general class or type of work called for under the contract. C. Conditional bids will not be accepted. [IH -26'"j INFORMATION TO BIDDERS 00105-1 I 1 A. Bidder must agree to pay as liquidated damage, the sum of one hundred dollars ($100.00) for each working day after the allotted time as provided in these contract documents and the WSDOT/APWA Standard Specifications. 7 CONDITION OF WORK A. Each bidder must inform himself of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful bidder of his obligations to furnish all material and labor necessary to carry out the provisions of this contract. B. Insofar as possible, the Contractor, in carrying out his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. 8 ADDENDA AND INTERPRETATIONS ] A. No interpretation of the meaning of the plans, specifications, or other pre-bid documents will be made to any bidder orally. B. Every request for such interpretation should be in writing, addressed to the Engineer, Fakkema and Kingma, Inc., 840 SE 8th Avenue, Suite 102, Oak _ Harbor, WA 98277, and to be given consideration must be received at least three (3) days prior to the date fixed for the opening of the specifications which, if issued, will be mailed by Certified Mail with Return Receipt Requested, or other such method where verification of receipt can be made, to all prospective bidders (at the respective addresses furnished for such purposes), not later than two (2) days prior to the date fixed for the opening of bids. C. Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become a part of the contract documents. l 9 PERFORMANCE BOND A. The Contractor shall furnish a surety bond in the full amount of the contract price which shall guarantee the faithful performance of the contract and the payment of all labor, mechanics, subcontractor, and material men. This bond shall be in force until completion of the project and acceptance by the Owner, and also the thirty (30) day period following acceptance by the Owner during which liens may I_I be filed. The performance bond shall remain in effect for a minimum of one (1) year after acceptance by the Owner, as respects faulty workmanship and materials in accordance with Section 00670, herein. This performance bond shall jJ be furnished by a corporate surety company authorized to do business in the State of Washington, and acceptable to the Owner, on the form attached hereto, or other form acceptable to the Owner. D B. The Owner is to be notified if the bond is terminated. [IH -26'm] INFORMATION TO BIDDERS 00105-2 J 10 LAWS AND REGULATIONS A. The bidder's attention is directed to the fact that all applicable state laws, county and local ordinances, the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. A. At the time the opening of bids, each bidder will be presumed to have inspected the site, have read and to be thoroughly familiar with the plans and contract documents (including all addenda). B. The failure or omission of any bidder to examine any form, instrument or — f document shall in no way relieve any bidder from any obligation in respect to his bid. 12 STANDARD SPECIFICATIONS A. Work is to be performed in accordance with the 2002 WSDOT/APWA Standard Specifications and other standards and references listed therein. B. Provisions of this document shall govern work and materials as specified therein and will be indicated by Standard Specifications for reference purposes. 13 INFORMATION TO BE FURNISHED BY CONTRACTOR B. The Contractor shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules and manufacturer's instructions, as specifically required in the contract documents, and all other information as may reasonably be required to demonstrate fully that the materials and equipment to be furnished, and the methods of work, comply with the provisions and intent of the specifications and drawings. C. If the information shows any deviation from the contract requirements, the Contractor shall, by a statement in writing accompanying the information, advise the Engineer of the deviation and state the reason therefore. L - J 14 ERRORS AND OMISSIONS A. If the Contractor, in the course of the work, becomes aware of any errors or omissions in the contract documents or in the layout as given by survey points and instruction, or if he becomes aware of any discrepancy between the contract documents and the physical conditions of the locality, he shall immediately inform the Engineer, and the Engineer, if he deems it necessary, shall rectify the matter and advise the Contractor accordingly. B. Any work done after such discovery, until authorized in writing, will be done at the Contractor's risk. [IH -26'H] INFORMATION TO BIDDERS 00105-3 J �1 15 OVERTIME WORK A. With the concurrence of the Owner and Engineer, overtime.ond shift work may be established as a regular procedure by the Contractor. B. No work other than overtime and shift work established as a regular procedure shall be done between the hours of 6:00 p.m. and 7:00 a.m., nor on Saturdays, Sundays or legal holidays, except such work as is necessary for the proper care and protection of the work already performed or except in case of an emergency. C. All costs for overtime inspection, except those occurring as a result of overtime �i and shift work established as a regular procedure, shall be paid each month by the Contractor to Owner. Overtime inspection shall include inspection required during holidays, Saturdays, Sundays and weekdays between the hours of 6:00 1 p.m. and 7:00 a.m. Such costs will include, but will not necessarily be limited to engineering, inspection at current rates, and other overhead expenses which are _f directly chargeable to the overtime work. D. In the event the Contractor fails to pay such costs by the twentieth (20th) day of the month following the furnishing of such service, such payment shall be charged to the Contractor. 16 PROTECTION OF PUBLIC AND PRIVATE UTILITIES A. it shall be the responsibility of the Contractor to give written notification to the - agencies that have utilities in place and to cooperate with these agencies in the protection and relocation of the various underground and/or overhead installations. B. It is incumbent on the Contractor to call the one number call 1-800-424-5555 for utility locations. C. The Contractor shall inform the local fire district and Owner of any interruptions to local road access caused by Contractor's activities. — 17 SUB -SURFACE CONDITIONS A. The bidder shall make his own deductions and conclusions as to the nature of the U materials to be excavated, the difficulties of making and maintaining the requested excavations, the difficulties which may arise from sub -surface conditions, and of doing any other work affected by the sub -surface conditions IJ and shall accept full responsibility therefore. 18 PERMITS AND LICENSES A. Section 1-07.6 of the 2002 WSDOT/APWA Standard Specifications regarding construction permits shall apply. The owner shall obtain and be responsible for costs of building permits and all other permits required for this project. [IH -26'"] INFORMATION TO BIDDERS 00105-4 B. The City of Anacortes is currently reviewing the construction plans. Any delay in said permit approval will be handled in accordance with Section 00312 of this Project Manual. 19 GUARANTY A. All work shall be and is guaranteed by the Contractor for a period of one year from and after the date of final acceptance of all the work by the Owner. B. Final acceptance is herein defined as the date wherein the Owner gives written acceptance of work for maintenance. C. If within said guaranty period, repairs or changes are required in connection with guaranteed work which, in the opinion of the Engineer is rendered necessary as the result of the use of materials, equipment or workmanship which are inferior, defective or not in accordance with the terms of the contract, the Contractor shall promptly upon receipt of notice from the Owner, and without expense to the Owner: (a) place in satisfactory condition, in every particular, all of such guaranteed work and correct all defects therein; (b) make good all damage to the building or site, or equipment or contents thereof, which in the opinion of the Engineer, is the result of the use of materials, equipment or workmanship which are inferior, defective or not in accordance with the terms of the contract; (c) make good any work, material or the equipment and contents of building, structure or site disturbed in fulfilling any such guaranty. D. If the Contractor, after notice, fails within ten (10) days to proceed to comply with the terms of this guaranty, the Owner may have the defects corrected; and the Contractor shall be liable for all expenses incurred, provided, however, that in case of an emergency where, in the opinion of the Engineer, delay would cause serious loss or damage, repairs may be made without notice being given to the Contractor and the Contractor shall pay the cost thereof. 20 EQUAL EMPLOYMENT OPPORTUNITY A. Provisions of Section 1-07.11(2) of the WSDOT/APWA Standard Specifications shall apply. B. The Contractor shall adhere to the following: 1. Place qualified small and minority businesses and women's business enterprises on solicitation list; contact the Washington State Office of Minority and Women's Enterprises (360) 704-1181 for Qualified Women and Minority Business Enterprises; 2. Assure that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; 3. Divide total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority business, and women's business enterprises; 4. Establish delivery schedules, where the requirement permits, which encourage participation by small and minority business, and women's [IH -26'"] INFORMATION TO BIDDERS 00105-5 business enterprises; and 5. Use the services and assistance of the Small Business Administration, and the Minority Business Development Agency of the Department of - Commerce. 21 WASHINGTON STATE SALES TAX A. Payment of Washington state sales tax is applicable to this project. The amount of this tax will be shown separately in Section 00312 as a component of the total contract amount. 22 PAYMENT AND RETAINED PERCENTAGES A. Partial payments for work completed through the twenty-fourth (24th) day of the month will be processed and submitted to the Owner for payment. B. A retainage of 5% shall apply. C. Final payment, including retainage, shall be made upon written acceptance of the completed project by the Owner. D. No payment for materials on hand as referenced in Section 1-09.8 of the 2002 WSDOTIAPWA Standard Specifications shall apply. 23 INDEMNITY AGREEMENT FOR CONTRACTORS A. The Contractor agrees to indemnify and save harmless the Owner, from and against all loss or expense, including attorneys fees and costs by reason of liability imposed by law upon the Owner, for damages because of bodily injury, including death, at any time resulting therefrom sustained by any person or persons and on account of damage to property, including loss of use thereof, arising out of or in consequence to the performance of this work, whether such injuries to persons or damage to property is due to the negligence of the Contractor, his agents or employees, his subcontractors, their employees, or the Owner, except only such injury or damage as shall have been occasioned by the sole negligence of the Owner. 24 WEEKLY MEETINGS A. Contractor will meet with the Island Hospital representative at least once weekly to update construction activities and construction progress and to discuss potential problems. [I11-26"1 INFORMATION TO BIDDERS 00105-6 FIRM NAME: BIDDER'S SIGNATURE: ADDRESS: END OF SECTION 00105 [IH -26'"] INFORMATION TO BIDDERS 00105-7 SECTION 00300 — BID BOND BID BOND FORM Herewith find deposit in the form of certified check, cashier's check, cash, or bid bond in the amount of $ , which amount is not less than five percent (5%) of the total bid. (Signature) -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and , as Surety, are held and firmly bound unto the Island Hospital — Anacortes, Washington, as Obligee in the penal sum of dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, by these presents. The conditions of this obligation are such that if the Obligee shall make any award to the Principal for Island Hospital — Anacortes, Washington, 261h Street Parking Lot, according to the terms of the proposal or bid made by the Principal therefore and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal sum amount of the deposit specified in the Invitation to Bid, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED, and DATED this day of 2002. (Principal) (Surety) A proposal guarantee in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: BID BOND $ DOLLARS CASH $ DOLLARS CASHIER'S CHECK $ DOLLARS CERTIFIED CHECK $ DOLLARS (Payable to Island Hospital —Anacortes, WA) END OF SECTION 00300 [IH -26'"] BID BOND 00300-1 SECTION 00312 BID FORM - UNIT PRICES To: Island Hospital — Anacortes, WA Project: 26`h Street Parking Lot Construction Date: ..................... Submitted by: (full name) J (full address) ........................................................ J 1. OFFER Having examined the Place of The Work and all matters referred to in the Information to Bidders and the Contract Documents prepared by the Engineer for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Unit Prices listed in this bid form in lawful money of the United States of America. A five percent (5%) bid bond is required for this project. All applicable state sales taxes are excluded from the Unit Prices. Any taxes other than state sales taxes shall be included in the unit prices. 2. ACCEPTANCE This offer shall be open to acceptance and is irrevocable for thirty days from the bid closing date. 3. CONTRACT TIME If this Bid is accepted, we will: - Execute the Agreement within ten (10) days of receipt of acceptance of this bid. - Commence work within ten (10) working days after written Notice to Proceed. - Continuously prosecute the work once construction begins. - Complete the work described in twenty (20) working days. Extension of contract time, as appropriate, will be granted by the Owner commensurate with the delay that may occur with permit approval. [IH -26'"j BID FORM - UNIT PRICES 00312-1 4. UNIT PRICES The following are Unit Prices for specific portions of the Work as listed. The following is the list of Unit Prices: (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures, and where conflict occurs, the written or typed words shall prevail.) ISLAND HOSPITAL — ANACORTES, WA 26TH STREET PARKING LOT CONSTRUCTION SCHEDULE A PARKING LOT CONSTRUCTION UNIT PRICE ITEM APPROX. ITEM W/UNIT PRICED BID (UNIT PRICES PRICE AMOUNT NO. QUANT. ARE TO BE WRITTEN IN WORDS) DOL./CT. DOL./CT. 1 Mobilization 1 Lump Sum @ Per USum 1 Clearing and Grubbing 2 Lump Sum C Per USum 400 Structural Excavation, Including Haul 3 Cu. Yards @ Per Cu. Yd. 100 Imported Structural Fill, Including Compaction 4 Cu. Yards @ Per Cu. Yd. 3,625 Gravel Base — 8 -Inch Compacted Depth 5 Sq. Yards @ Per Sq. Yd. 3,625 Crushed Surfacing Top Course, 2 -Inch Compacted Depth 6 So. Yards @ Per Sq. Yd. 2 Catch Basin — Type 1 7 Each @o- Per Each 1 Catch Basin — Type II, 54 -Inch w/ Control Tee 8 Each 0 Per Each 42 Solid Wall PVC Storm Sewer Pipe 8 -Inch Diameter 9 Lineal Feet @ Per Ln. Ft. 292 Interceptor Drain 6 -Inch Diameter 10 Lineal Feet @ Per Ln. Ft. 120 Biofiltration Swale 11 Lineal Feet (o) Per Ln. Ft. _i [IH -26'"] BID FORM - UNIT PRICES 00312-2 L� J J �l J LJ ISLAND HOSPITAL - ANACORTES, WA 26TH STREET PARKING LOT CONSTRUCTION(continued) SCHEDULE A (continued) PARKING LOT CONSTRUCTION TOTAL SCHEDULE A: PARKING LOT CONSTRUCTION: PRICE AMOUNT DOL./CT. c ' [IH -26'H] BID FORM - UNIT PRICES 00312-3 'LI UNIT ITEM APPROX. ITEM W/UNIT PRICED BID (UNIT PRICES PRICE NO. QUANT. ARE TO BE WRITTEN IN WORDS) DOL./CT 1 48 -Inch Diameter Detention Pipe 12 Lump Sum @ Per USum 130 2 -Inch & 4 -Inch Diameter Schedule 40 PVC Conduit, Combined in Common Trench 13 Lineal Feet @ Per Ln. Ft. 3,625 Asphalt Concrete Pavement, Class B 14 Sq. Yards @ Per Sq. Yd. 910 Extruded Cement Concrete Curb 15 Lineal Feet @ Per Ln. Ft. 49 Installation of Owner Provided Wheel Stops 16 Each @ Per Each 1 Pavement Markings 17 Lump Sum @ Per USum 1 Construction Surveying 18 Lump Sum @ Per USum 700 Hydroseeding 19 Sq. Yards @ Per Sq. Yd. 1 Interim Erosion Control & Maintenance 20 Lump Sum @ Per USum TOTAL SCHEDULE A: PARKING LOT CONSTRUCTION: PRICE AMOUNT DOL./CT. c ' [IH -26'H] BID FORM - UNIT PRICES 00312-3 'LI It is understood that the quantities for unit price bids are approximate only and are subject to increase or decrease and are stated only for the purposes of comparing bids and fixing amount of surety bonds. Items for a complete and operational job, but not specifically listed above, shall be considered incidental to other bid items. 5. ADDENDA The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Total Bid Amount. Addendum # ...... Dated ................... Addendum # ..... Dated ............... 6. BID FORM SIGNATURE(S) The Corporate Seal of ........................................................................... (Bidder - print the full name of your firm) was hereunto affixed in the presence of: ........................................................................ (Authorized signing officer (Seal) ........................................................................ (Authorized signing officer TOTALS: Schedule A: Subtotal: Sales Tax (8.3%): Project Total: PROPOSAL ACCEPTED: ........................................................ Title) ................................................................... Title) Island Hospital-Anacortes, WA END OF SECTION 00312 Date [IH -26TH] BID FORM - UNIT PRICES 00312-4 SECTION 00660 - AGREEMENT AGREEMENT PROJECT: ISLAND HOSPITAL —ANACORTES, WA 26TH STREET PARKING LOT CONSTRUCTION THIS AGREEMENT, made and entered into in triplicate, this _ day of , 2002, by and between Island Hospital — Anacortes, WA, hereinafter called the Owner, and , hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: The Contractor shall do all work, furnish all tools, materials, and equipment for parking lot construction and related work as defined in the bid proposal in accordance with and as described in the attached plans and specifications and in the WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction, 2002 Edition, which are by this reference incorporated herein and made a part hereof, and shall perform any alternations in or additions to the work provided under this contract and every part thereof. Contract time shall be in conformance to Section 00312 - Bid Form of this project manual. Liquidated damages shall be in accordance with Section 00105 - Information to Bidders of this project manual. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the Owner. IL The Owner hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, and at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall be attached to the Owner by reason of entering into this contract, except as expressly provided herein. [IH -26T"] AGREEMENT 00660-1 IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first hereinabove written. CONTRACTOR: BY (Authorized Signature) (Contractor Name) OWNER: ISLAND HOSPITAL —ANACORTES, WA BY (Authorized Signature) (Title) END OF SECTION 00660 [M -26TH] AGREEMENT 00660-2 SECTION 00670 - PERFORMANCE BOND PERFORMANCE BOND ISLAND HOSPITAL - ANACORTES, WA KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned. as principal, and , a corporation, organized and existing under the laws of the State of as surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to Island Hospital-Anacortes, Washington, in the penal sum of dollars, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington. Dated at on the day of 2002. Nevertheless, the conditions of the above obligation are such that: WHEREAS, the Owner on the day of , 2002, let to the above bonded principal a certain contract, the said contract being called ISLAND HOSPITAL — ANACORTES, WA, 26TH STREET PARKING LOT CONSTRUCTION and providing for parking lot construction (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW THEREFORE, if the above bonded principal shall faithfully perform all the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub- contractors and material suppliers, and all persons who shall supply principal or any sub- contractor in the performance of said work, and shall indemnify and hold the Owner harmless from any damage or expense by reason of failure of performance, as specified in said contract, and the Surety, for value received, herein stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or the work to be performed thereunder, or the specifications accompanying the same, shall in any way affect its obligations of this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED, however, that after the acceptance of this contract and the expiration of the lien period, and if there are no liens pending, then the penal sum of this bond shall be reduced to the sum of ten percent (10%) of the total contract amount to insure against defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one (1) year after acceptance, not withstanding the reduction of this bond, the principal and surety shall hold the Owner harmless from all defects appearing or developing in the material or workmanship provided or performed under this contract within a period of one year after acceptance, then and in that event, this obligation shall be void, but otherwise, it shall be and remain in full force and effect. [IH -26TH] PERFORMANCE BOND 00670-1 It is hereby expressly agreed that if any legal action is necessary to be brought under the conditions of this bond, that the decisions of the courts of the State of Washington shall be binding. IN WITNESS WHEREOF, the above bonded parties have executed this instrument this. day of 2002. F9-.WORMI SURETY M COUNTERSIGNED: ATTORNEY-IN-FACT RESIDENT AGENT DATE RESIDENT AGENT'S ADDRESS APPROVED BY: 7_tl� END OF SECTION 00670 [111_26TH] PERFORMANCE BOND 00670-2 SECTION 00680 - EMPLOYMENT OF SUBCONTRACTOR LETTER FOR EMPLOYMENT OF SUBCONTRACTOR ,2002 TO: ISLAND HOSPITAL—ANACORTES, WA RE: 26TH STREET PARKING LOT CONSTRUCTION Gentlemen: We, the undersigned, intend to employ those subcontractors listed, in order to fully perform the work covered by the terms of these specifications. We intend to employ the firms of: APPROXIMATE PERCENTAGE OF TOTAL PROJECT COST REPRESENTED BY FIRM DESCRIPTION OF WORK SUBCONTRACTOR'S WORK I warrant that the work will be performed by said subcontractors in a good and workman like manner and under our direct supervision. SIGNED HERE: END OF SECTION 00680 `1 [IH -26TH] 00680-1 EMPLOYMENT OF SUBCONTRACTOR SECTION 00690 - CERTIFICATE OF INSURANCE CERTIFICATE OF INSURANCE Prepare "Certificate of Insurance" in accordance with Section 1-07.18 of the Washington State Department of Transportation Standard Specifications (with APWA Supplement). tiff-26THI END OF SECTION 00690 CERAMU TE OF INSURANCE SECTION 02000 - GENERAL SITE WORK PART1 GENERAL 1.1 INCLUSION A. Bidding requirements, conditions of the contract, and Division One are a part of this section and contract for this work and apply to this Division as if fully repeated here. B. Technical specifications governing construction and materials shall generally conform to the "Standard Specifications for Municipal and Public Works Construction — WSDOT/APWA (2002 Edition)," which are hereby adopted and made an integral part of these Specifications, except as amended herein. "Standard Specifications" as used hereafter shall refer to the 2002 Standard Specifications for Road, Bridge, and Municipal Construction and the 2002 APWA Amendments to Division One. 1.2 SUMMARY OF WORK A. Provide and install complete and operating approved site drainage and site utility systems, and public utility system modifications as indicated on the project plans and specified herein. 1. The storm drainage/retention system has been designed and is indicated on the project plans. B. Coordinate with all utility companies and governmental agencies servicing or traversing the site. Owner shall pay for and secure all permits, fees, and approvals for this work. C. Coordinate utility installation with phasing plan. 1.3 RELATED SECTIONS A. Section 02150 - General Site Earthwork B. Section 02225 - Trenching C. Section 02510 - Asphaltic Concrete Paving D. Section 02712 - Interceptor Drainage Systems E. Section 02722 - Site Storm Sewerage Systems 1.4 MEASUREMENT AND PAYMENT A. Work as specified in this division, shall be included in unit prices described in individual sections. [I1-1-26"1 GENERAL SITE WORK 02000-1 B. Mobilization 1. Bid item shall be paid in accordance with Section 1-09.7 of the Standard Specifications. 2. Payment shall be per lump sum. C. Surveying 1. Bid item shall include all labor and materials necessary to provide construction staking for the project necessary to meet location and grades as identified on the project plans and in project specifications. 2. Payment shall be per lump sum. 1.5 REFERENCES A. WSDOT/APWA 2002 Standard Specifications for Road, Bridge, and Municipal Construction. B. WSDOT/APWA 2002 Standard Plans for Road, Bridge, and Municipal Construction. C. ASTM D-1557 - Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop (Modified Proctor). 1.6 DEFINITIONS A. Base Course: The layer placed between the subgrade and the top course. B. Bedding: Fill placed under, beside, and directly over pipes prior to subsequent backfill operations. C. Borrow: Soil material obtained off-site when sufficient approved material is not available from excavations. D. MDD: Maximum Dry Density as determined by the ASTM D-1557 test procedure (Modified Proctor). E. Structural Fill or Structural Backfill: Fill or backfill placed to support pavements, concrete slabs, and other structures, existing or future. F. Structure: Buildings, foundations, slabs, tanks, curbs, pavements, or other man- made stationary features occurring above or below ground surface. G. Subgrade: The uppermost surface of an excavation or the top surface of a fill on which base, surfacing, pavement, or layers of similar materials are placed. H. Top Course: The layer placed between the base course and the surface pavement, walk, or slab. I. Utility: Any buried pipe, duct, conduit, or cable. [IH -26'"j GENERAL SITE WORK 02000-2 J. Work: The provision of all labor, materials, tools, equipment, and everything needed to successfully complete the project according to the contract. 1.7 PROJECT RECORD DOCUMENTS A. Accurately record actual locations of all utilities by horizontal dimensions, elevations or inverts, and slope gradients. Provide to Engineer at close of construction. B. Identify, indicate, and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. 1.8 QUALITY ASSURANCE A. Perform Work in accordance with Standard Specifications and as specified herein. Work and materials which do not conform to the requirements of the contract shall be condemned by the Engineer and the condemned work and materials shall immediately be remedied, removed, replaced, or disposed of at the Contractors expense in accordance with Section 1-05.7 of the Standard Specifications. B. Observe and comply with the ordinances and regulations of governing agencies having jurisdiction over the work, including but not limited to: fire prevention, noise control, dust and mud control, traffic control, barriers and protection, and access. A. Consult all public works agencies, public utility companies, and municipal records to determine the location and extent of all existing facilities. B. Visit the site to examine and note all conditions as to the character and extent of work involved. Verify locations of existing utilities in right-of-ways and include all demolition and restoration necessary to form complete systems. C. Indications of dimensions, grades, elevations, etc. on the project plans showing elevations or locations of pipes, manholes, poles, etc. are taken from the most reliable information available, but the Contractor shall assume full responsibility for checking this information. Service for adjoining buildings shall be maintained without interruption until other or new services are provided. 1.10 PROTECTION A. Protect bench marks and remaining sidewalks, pavement, and curbs from excavating equipment and vehicular traffic. Maintain existing paved areas, including areas which may be overlayed, in pre -construction condition. 2. Contractor is responsible to repair damaged pavement to pre -construction condition or better at the Contractors expense. [IH -26"j GENERAL SITE WORK 02000-3 B. Maintain designated site access for vehicle and pedestrian traffic. C. Restrict all operations to designated on-site and off-site are.ps. Protect adjacent properties and structures from damage or disruption. 2. Temporary access to adjacent properties, if desired, is the Contractors responsibility. Contractor shall hold Owner harmless from all claims arising from use of adjacent properties. D. Provide and maintain all safety devices including all barricades, bridges, signs, etc. as required to provide safety to the job and to the general public. Comply with all federal, state, and local requirements. E. Take suitable care of all public utilities and municipal services encountered in connection with the work. Send notices, make all necessary arrangements and provide all services required for the care of gas mains, water pipes, sewer pipes, telephones and telegraph conduits, cables and other equipment or property, assuming all responsibility and paying all costs for which the Owner may be liable. Provide all traffic control and protection required for this work. G. Protect products, materials, and equipment stored on site from damage. PART 2 PRODUCTS 2.1 GENERAL A. Supply all materials needed for a complete, proper, and operating installation. B. All materials used in this work shall be as approved by Code, governing agencies, and utilities for the intended use. C. All materials and equipment shall be sealed against the elements and constructed for exterior, exposed -to -weather use. PART 3 EXECUTION 3.1 GENERAL A. Schedule all work for efficient, economical installation, allowing sufficient time for final approvals and Owner occupancy as described in the General Conditions. B. Perform all work in accordance with the approved design plans and details. C. Perform all work in conformance with the requirements of the public works departments and utility companies governing the work. Where Engineer inspection and certification is required, provide minimum 48 hour prior notice to Engineer for inspections. D. Provide layout and control. [11-1-26 1 "] GENERAL SITE WORK 02000-4 E. Perform all excavation, trenching, and backfill in accordance with Sections 02150 and 02225. 3.2 PREPARATION A. Identify required lines, levels, contours, and datum. B. Locate, identify, and protect existing utilities from damage. 3.3 FIELD QUALITY CONTROL A. Perform all work under the observation of, and subject to inspection and acceptance by public work agencies, utility companies, and other agencies having jurisdiction over the work. 3.4 CLEAN UP A. Conduct work in an orderly manner and so as not to create nuisance. Dirt shall not be permitted to accumulate on streets or sidewalks nor to be washed into sewers. B. On completion of work, promptly remove from the site all excess material and all equipment, leaving the site in a neat condition per General Conditions. END OF SECTION 02000 [IH -26'"] GENERAL SITE WORK 02000-5 SECTION 02150 - GENERAL SITE EARTHWORK PART1 GENERAL 1.1 SECTION INCLUDES: A. Erosion and sediment control. B. Site clearing and grubbing. C. Demolition. D. Subsoil excavation and grading. E. Fill materials. F. Backfilling to subgrade elevations. G. Consolidation and compaction. 1.2 RELATED SECTIONS A. Section 02000 - General Site Work. B. Section 02225 - Trenching. C. Section 02712 - Interceptor Drainage Systems D. Section 02722 - Site Storm Sewerage Systems. 1.3 MEASUREMENT AND PAYMENT A. Clearing and Grubbing 1. Bid items, as defined in Standard Specifications, Section 2-01, shall be accomplished to the property boundaries for the existing undeveloped portion of the project site. Bid item shall include any demolition of existing structures, etc. remaining on the project site necessary for construction of the parking lot and associated landscaping as indicated on the project plans. 2. Payment shall be per lump sum. B. Structural Excavation, Including Haul Bid item shall include rough and fine grading, cutting, filling, haul, compaction, disposal of unsuitable or excess material, and all other work needed to obtain a subgrade that will achieve finish surfaces of parking lot surface and landscaped/bioswale areas to the lines, levels, and dimensions indicated on the project plans. No adjustment to the bid item quantities will be made unless the contractor is directed by the Owner or Engineer to deviate from the design grades or perform extra excavation of unsuitable material. [I1-1-26 I "j GENERAL SITE EARTHWORK 02150-1 2. Payment shall be per cubic yard based on plan quantity. -� C. Imported Structural Fill 1. Bid item includes furnishing, placing, and compacting fill under pavement or future pavement areas as directed by the Project Manager or Engineer where excavated native material is not acceptable to Engineer as structural fill and acceptable material must be imported from off-site. 2. Bid item includes hauling and disposal of unsuitable or excess spoils of unsuitable trench excavation. 3. Payment shall be per cubic yard as measured in place. D. Gravel Base, 8 -Inch Compacted Depth 1. Bid item includes furnishing, placing, and compacting gravel base to the edge of asphalt. 2. Payment shall be per square yard. E. Crushed Surfacing Top Course, 2 -Inch Compacted Depth -- 1. Bid item includes furnishing, placing, and compacting crushed surfacing top course (CSTC) to the edge of asphalt. 2. Payment shall be per square yard. 3. Areas requiring more than 2 -inch compacted depth will be paid at an equivalent rate. 1. Example: Two foot wide, 4 -inch thick layer of CSTC would be paid (in _J square yards) as a four foot wide, 2 -inch thick layer of CSTC. F. Hydroseeding 1. Bid item shall include hydroseeding as shown on the project plans, as specified herein, and as directed by the Engineer. 2. Payment shall be per square yard. 7 J G. Interim Erosion Control and Maintenance 1. Bid item shall include all erosion control measures specified on the project plans, but not covered by other bid items. 2. Payment shall be per lump sum. [I1 -1-26 "j GENERAL SITE EARTHWORK 02150-2 1.4 SUBMITTALS A. Submit results of subsoil material testing prior to placement of material. B. Submit results of subsoil compaction testing prior to: Placement of next lift sequence. Placement of asphalt concrete or other finish surface. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with Standard Specifications. B. Observe and comply with the ordinances and regulations of governing agencies having jurisdiction over the work, including but not limited to: fire prevention, noise control, dust and mud control, traffic control, barriers and protection, and access. 1.6 FIELD MEASUREMENTS A. Existing survey bench mark locations are shown on the project plans. B. Verify that intended elevations for the Work are as indicated. 1.7 PROJECT CONDITIONS A. Perform no earthwork operations during unfavorable weather conditions. When the work is interrupted due to inclement weather, backfill operations shall not be resumed until field tests by the Engineer indicate suitability of the surfaces to be filled over, and that the moisture and density of fill materials are suitable for resumption of work. B. Place no fill in water or on muddy, soft, frozen, or frosty areas, or over other foreign materials. 1.8 EXISTING SITE CONDITIONS A. The Contractor shall visit the site and familiarize himself with existing site conditions, and shall perform at his own cost all inspections and tests that he deems necessary to assure himself that there is no substantial risk of concealed conditions at variance with the documents. B. Concealed conditions: In the event that the underlying soil conditions are not adequate for bearing, the Contractor shall notify the Engineer immediately prior to any action being taken. Afterfield examination bythe Engineer, subsequent testing may be ordered. Such testing shall be paid for by the Owner. Additional labor and material required to achieve adequate bearing shall be performed by the Contractor. Such work shall be considered in addition to the base contract. The Contractor shall charge in accordance to Unit Prices established on the Bid Form. [IH -26' "j GENERAL SITE EARTHWORK 02150-3 PART 2 PRODUCTS 2.1 SUBSOIL MATERIALS A. Bedding Material: Conform to Standard Specifications, Section 9-03.15 or Section 9-03.16 as appropriate. 1. Import all material to be used for bedding. B. Structural Fill and Structural Backfill: Imported gravel borrow, conforming to Standard Specifications, Section 9-03.14. C. Gravel Base: Imported material conforming to Standard Specifications, Section 9.03.10. D. Trench Backfill: Excavated and reusable or imported material conforming to Standard Specifications, Section 9.03.19. 1. Do not use as structural fill or structural backfill. E. Crushed Surfacing Top Course: Gradation shall be 3/4" minus and conform to Standard Specifications, Section 9-03.9(3). F. Gravel Backfill for Drains: Conform to Standard Specifications, Section 9.03.12(4). 2.2 RIPRAP A. Quarry spalls in conformance with Standard Specifications, Section 9-13.6. 2.3 SOURCE QUALITY CONTROL A. Testing and Analysis of Subsoil Material: Coordinate with a certified independent testing agency to sample and test proposed materials. B. If tests indicate materials do not meet specified requirements, change material and retest. C. Provide materials of each type from same source throughout the Work. D. Initial material testing will be at the expense of the Owner. PART 3 EXECUTION 3.1 EROSION AND SEDIMENT CONTROL A. Make provisions for maintaining control of erosion and sedimentation as described in this section and detailed on the project plans. B. Provide for temporary drainage during the course of work, keeping off of adjacent properties and public right-of-ways. C. Construct detention and sedimentation facilities per details and notes on project plans. J[IH -26' "] GENERAL SITE EARTHWORK 02150-4 D. Place riprap as shown on project plans. E. Prevent run-off from flowing over unprotected slopes. Hydroseed all bare earth areas as specified in the notes on the Erosion Control Plan. Contractor is responsible for the care and maintenance of hydroseeded areas until the second mowing. 3.2 LAYOUT A. Maintain all bench marks, control monuments and stakes, whether newly established or previously existing. Protect from damage and dislocation. If necessary to disturb existing bench marks, re-establish in a safe place. B. The Contractor shall provide all necessary surveys, field staking, and positioning for the construction of all components at the proper alignment, elevations, grades, and positions as indicated on the project plans and as required for proper operation and function. C. Installation of all structures and pipelines to be connected to existing facilities shall be based on the elevations of the existing facilities rather than the elevations shown on the project plans. 3.3 CLEARING AND GRUBBING A. Clear areas required for access to site and execution of work. Clearing shall include stripping of surfacial organic soils and vegetation in areas to support pavement, structures, and newly placed structural fill. B. Construct temporary site access as indicated on project plans. C. Remove debris, vegetation, and any other material unsuitable for backfill or topsoil, from site. D. Stockpile topsoil on site for reuse in landscaped areas. 3.4 DEMOLITION A. Remove paving, curbs, slabs, and sidewalks as indicated on project plans or as required to perform work as shown on project plans. Existing house will be removed by owner outside of contract. Neatly saw cut edges to full depth at right angle to surface. Owner will stockpile wheel stops for reuse at an on-site location. B. Conduct demolition to minimize interference with adjacent properties and structures. Demolition sequences shall be approved by Engineer to provide minimum impact on existing parking. [I1-1-26' "j GENERAL SITE EARTHWORK 02150-5 C. Provide all necessary protection for persons and property during the course of this work, including, but not limited to all barriers, fencing, warning signs, security, etc. D. Conduct operations with minimum interference to public or private thoroughfares. 3.5 SUBSOIL EXCAVATION A. Excavate subsoil required to accommodate drainage swales, sedimentation/ detention pond, catch basins, and paving construction operations. B. Protect excavation by shoring, bracing, sheet piling, or other methods required to prevent cave-in or loose soil from falling into excavation. C. Temporarily underpin adjacent structures which may be damaged by excavation work, including service utilities and pipe chases. D. Grade top perimeter of excavation to prevent surface water from draining into excavation. E. Notify Project Manager of unexpected subsurface conditions and discontinue affected work in the area until notified to resume work. 3.6 STOCKPILING A. Provide borrow soil materials as specified from off-site for structural fill when sufficient suitable material is not available on-site. Stockpile topsoil for reuse in landscaped areas. B. Prevent intermixing of soil types. C. Direct surface water away from stockpile site to prevent erosion or deterioration of materials. 3.7 STOCKPILE CLEANUP A. Remove stockpile, leave area in a clean and neat condition. Grade site to prevent free-standing surface water. 3.8 DEWATERING A. Keep all excavation, pits, trenches, footings, etc., free from water. B. Protect excavations from rain or water from all sources during construction. Use suitable pumping equipment or other means as required by conditions. Continue pumping as necessary until completion of project or until released by Engineer. Remove water to an approved location only. C. When operations are interrupted by unfavorable weather conditions, prepare areas by grading and compaction to avoid ponding and erosion. [I1-1-26'"] GENERAL SITE EARTHWORK 02150-6 3.9 FILLING A. Provide all fill operations necessary to bring the subgrade up to the design lines and levels indicated in the project plans. f - B. Placing and compacting: 1. Place backfill and fill materials in evenly -spread layers not more than eight inches (8") in loose depth. 2. Before compacting, moisten or aerate each layer as necessary to provide uniform optimum moisture content. 3. Compact each layer to required percentage of maximum density for the area, as indicated in Schedules. 4. Place backfill and fill materials evenly adjacent to structures, to required elevations. 3.10 GRADING A. General: 1. Uniformly grade the areas within limits of grading under this section, including adjacent transition areas. 2. Smooth the finished surfaces within specified tolerance. 3. Compact with uniform levels or slopes between points where elevations are shown on the drawings, or between such points and existing grades. 4. Where a change of slope is indicated on the drawings, construct a rolled transition section having a minimum radius of approximately eight feet zero inches (8'0"), unless adjacent construction will not permit such a transition, or if such transition defeats positive control of drainage. B. Grade to the lines, levels, and dimensions necessary to achieve the finish pavements and plantings at grades indicated on the drawings. C. Grade areas adjacent to buildings to achieve drainage away from the structures, and to prevent ponding. D. Finish the surfaces to be free from irregular surface changes, and to the following tolerances above or below required subgrade elevation: 1. Areas scheduled for sidewalks, plus or minus 0.05 feet. 2. Areas scheduled for pavements: 0.08 feet. [IH -26'"] GENERAL SITE EARTHWORK 02150-7 3.11 3.12 E. Landscape Areas: 1. Provide debris-, rock-, and lump -free soil to landscape mound heights, with six inch (6") topsoil layer thickness. 2. Clear all surface rubble, rock, paving, concrete chunks, etc., larger than three inches (3") in maximum dimension immediately prior to onset of landscaping operations FIELD QUALITY CONTROL A. Notify Project Manager a minimum of 48 hours prior to all stages of this work. B. Secure the Engineer's inspection and approval of subgrades before subsequent construction is permitted thereon. C. Cooperate with the Engineer to obtain compaction testing. D. Initial density testing for control and confirmation of backfill compaction, as required by the Engineer, will be at the expense of the Owner. E. If, in the Engineer's opinion based on reports of the testing laboratory, subgrade or fills which have been placed are below specified density, additional compacting and testing at the expense of the Contractor shall be performed until the requirements of this section are met. COMPACTION SCHEDULE A. Fill and Backfill: Compact to a minimum 90% of MDD. B. Structural Fill and Structural Backfill: Compact to a minimum 95% of MDD. C. Fill in Landscape Areas: 1. Maximum 12 inches compacted depth lifts in landscaped areas. 2. Compact to minimum eighty percent (80%) of MDD. END OF SECTION 02150 [IH -26T"] GENERAL SITE EARTHWORK 02150-8 SECTION 02225 -TRENCHING PART1 GENERAL 1.1 SECTION INCLUDES A. Excavating trenches for utilities. B. Bedding, backfilling, and compaction. 1.2 RELATED SECTIONS A. Section 02000 - General Site Work. B. Section 02150 - General Site Earthwork. J C. Section 02712 — Interceptor Drainage Systems. D. Section 02722 - Site Storm Sewerage Systems. 1.3 MEASUREMENT AND PAYMENT l A. Work as specified in this section shall be included in the unit prices for the contract. J B. 2 inch & 4 inch Diameter Schedule 40 PVC conduit combined in common trench. _ 1. Bid item shall include furnishing and installing conduit buried to a minimum depth of three feet, all excavation, bedding, backfill, compaction, connection to existing catch basin, and all other items of work to make a complete, j functioning installation. 2. Payment shall be per lineal foot of dual conduit length (payment will not be separate for each conduit. 1.4 COORDINATION A. Verify work associated with lower elevation utilities are complete before placing higher elevation utilities and gravity lines are complete before non -gravity lines are installed. J 1. Verify gravity lines are complete or will maintain required slope before non - gravity lines are installed. J B. Maintain site access at all times. 1.5 FIELD MEASUREMENTS A. Verify that survey bench mark, control point, and intended elevations for the Work IL j are as shown on drawings. u '� [IH -26'"] TRENCHING 02225-1 PART 2 PRODUCTS 2.1 FILL MATERIALS A. Bedding: As specified in Section 02150. B. Trench Backfill: As specified in Section 02150. C. Structural Backfill: As specified in Section 02150. PART 3 EXECUTION 3.1 PREPARATION A. Identify required lines, levels, contours, and datum locations. B. Maintain and protect above and below grade utilities which are to remain. 1. Contractor shall call One Call Locate at 800-424-5555 to locate existing underground utilities. C. Cut out soft areas of subgrade not capable of in-situ compaction. Backfill with structural fill material and compact to density equal to or greater than requirements for subsequent backfill material. D. Thoroughly review the site conditions and consider the weather conditions for the time of year for construction. 3.2 EXCAVATING A. The individual subcontractor, for each utility or system, shall be responsible for the following as required to install their utility: 1. Trenching 2. Backfilling 3. Fine Grading 4. Recompacting the prepared subgrade to the specified density B. Excavate subsoil to the depth indicated on the drawings or as specified herein. C. All excavations shall be made by open cut unless otherwise provided in the plans or as specified herein. D. Keep the banks of the trenches as nearly vertical as soil conditions permit. E. Work shall comply with the Washington State Safety Code for construction work as required by the State Safety Inspector. F. Do not interfere with 45 degree bearing splay of foundations. G. Grade top perimeter of excavation to prevent surface water from draining into excavation. [IH -26"'I TRENCHING 02225-2 H. During excavation, material suitable for backfilling shall be piled in an orderly manner a sufficient distance away from the edges of trenches to avoid overloading and to prevent slides or cave-ins. I. Unsuitable material, or that in excess of the needs for backfill, shall be wasted and disposed of by the Contractor. J. The Contractor shall exercise sound construction practices in excavating the trench and maintaining it so that no damage will occur to any foundation, structure, pole, pipe line, or other facility because of slough of slopes, or from other cause. Sloughing of trenches shall not extend beyond easement boundaries. If, as a result of the excavation, there is disturbance of the ground, such as to endanger other property, the Contractor shall immediately take remedial action. K. Hand trim excavation. Hand trim for bell and spigot pipe joints. Remove loose matter. L. Trenches shall be excavated to depths sufficient to provide for minimum cover specified in appropriate utility section. M. Remove lumped subsoil, boulders, and rock. N. Correct areas over -excavated in accordance with Section 02150. 3.3 BEDDING A. Place bedding in trench as shown in detail on the project plans. 3.4 BACKFILLING A. Place backfill in trench as shown in detail on the project plans, in conformance with Section 02150. Backfill placed in trenches that will support any pavement, slab, or other structure shall be considered structural backfill. B. Employ a placement method that does not disturb or damage utilities in the trench. C. Maintain near optimum moisture content of fill materials to attain required compaction density. D. Refer to Section 02150 for compaction requirements in various areas. 3.5 FIELD QUALITY CONTROL A. Cooperate with the Engineer to obtain compaction testing. Engineer will specify test locations. B. Initial density testing for control and confirmation of backfill compaction, as required by the Engineer, will be at the expense of the Owner. [IH -26' "j TRENCHING 02225-3 J C. If tests indicate Work does not meet specified requirements: 1. Recompact or 2. Remove work, replace, and compact. 3. Retest. D. Additional compacting and testing shall be at the expense of the Contractor. 3.6 PROTECTION A. Protect finished work. B. Reshape and recompact fills subjected to vehicular traffic during construction. C. Protect excavation by shoring, bracing, or other methods required to prevent cave-in or loose soil from falling into excavation. D. Temporarily underpin adjacent structures which may be damaged by excavation work, including service utilities and pipe chases. E. Notify Project Manager of unexpected subsurface conditions and discontinue operations in affected area until notification to resume work. F. All utilities damaged by the Contractor shall be replaced at the Contractor's expense END OF SECTION 02225 TRENCHING 02225-4 SECTION 02510 -ASPHALTIC CONCRETE PAVING PART1 GENERAL 1.1 SECTION INCLUDES A. Base. B. Topcourse. C. Asphaltic concrete paving. D. Pavement marking. E. Extruded curbing. 1.2 RELATED SECTIONS A. Section 02000 - General Site Work. 1 B. Section 02150 - General Site Earthwork. -' C. Section 02722 - Site Storm Sewerage Systems. 1.3 MEASUREMENT AND PAYMENT A. Asphalt Concrete Pavement, Class B, 2" Compacted Depth 1. Bid item shall include furnishing, placing, and compacting asphalt pavement as indicated on the project plans and specified herein. 2. Herbicide, primer, tack, and all other items required for a complete and functional pavement are incidental to this bid item. 3. Bid item includes asphalt concrete used for patching road crossings. 4. Payment shall be per square yard. LA B. Extruded Cement Concrete Curb r 1. Bid item shall include all materials and labor as required for installation of J Extruded Cement Concrete Curb in accordance with the plans and specifications in locations shown on plans. ,J 2. Payment shall be per lineal foot. r , C. Installation of Owner Provided Wheel Stops u 1. Bid item shall include all labor and materials for installation of owner provided wheel stops in accordance with the project plans and specifications. 2. Payment shall be per each. [IH -26'"] ASPHALTIC CONCRETE PAVING 02510-1 u D. Pavement Markings 1. Bid item shall include all labor and materials for parking lot pavement striping as shown on plans. 2. Payment shall be per lump sum. 1.4 REFERENCES A. ASTM D-242 B. ASTM D-338 C. ASTM D-3515 1.5 QUALITY ASSURANCE A. Perform Work in accordance with Standard Specifications, Section 5-04. B. Mixing Plant: Conform to Standard Specifications, Section 5-04.3(1). C. Obtain materials from same source throughout. D. Schedule sequence of work to occur during time of the year when acceptable weather is historically expected to occur. Do not schedule any asphalt work from November 1 to March 1. 1.6 REGULATORY REQUIREMENTS A. Conform to City or State requirements. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not apply prime and tack coats when ambient air or base surface is less than 50 degrees or surface is wet. B. Do not place asphalt when ambient air or base surface temperature is less than 40 degrees F or surface is wet. 1.8 WARRANTY A. Replace all areas of settled or broken paving upon inspection at end of one-year warranty period. PART 2 PRODUCTS 2.1 MATERIALS: Use locally available materials and aggregate gradations that exhibit a satisfactory record of previous installations. A. Herbicide Treatment: Commercial chemical weed control registered by Environmental Protection Agency and approved by authorities having jurisdiction. u[IH -26TH] ASPHALTIC CONCRETE PAVING 02510-2 B. Asphalt Cement: ASTM D338 for viscosity -graded material and ASTM D946 for penetration -graded materials. C. Asphalt -Aggregate Mixtures: Plant mixed, hot laid asphalt -aggregate mixture, ASTM D3515, complying with asphalt concrete, Class B as defined in Standard Specifications, Section 5-04. D. Mineral Filler: ASTM D242 for finely ground particles of limestone, hydrated lime, or other mineral dust, free of foreign matter. E. Primer: Conform to Standard Specifications, Section 5-04. F. Tack Coat: Conform to Standard Specifications, Section 5-04. 2.2 ASPHALT PAVING MIX A. Use dry materials to avoid foaming. B. Asphalt: Conform to the Asphalt Institute Specifications for Paving Asphalt, viscosity grade AR -40000W, mixed with aggregate in proportions of4%- 7.5% for Class B top coat specified in Standard Specifications, Section 5-04 as percentage of total mixture byweight. Determine exact percentage within limits specified by providing best mix for existing field conditions. 2.3 SOURCE QUALITY CONTROL AND TESTS A. Submit proposed mix design for review prior to beginning of work. B. Coordinate with an Owner approved certified testing laboratory to test samples in accordance with Standard Specifications, Section 5-04. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that compacted subgrade is dry and ready to support paving and imposed loads. 7 B. Verify gradients and elevations of base are correct. LA 3.2 FINAL PREPARATION OF SUBGRADE iL A. After preparation of subgrade as specified in Section 02150 scarify and moisture condition the entire area to be paved, then compact to a minimum depth of 6 inches, a smooth, hard, even surface of 95% MDD to receive the aggregate. If the underlying material is too soft to permit proper compaction of the subgrade, loosen, aerate; or excavate, remove, and replace, and compact the subgrade until the top layer can be compacted as required. Maintain the subgrade in the required condition until pavement is placed. B. Apply the specified soil herbicide to the entire area to be paved. Adhere to the r1 manufacturer's application recommendations, taking special care to not spread J herbicide into planting areas, water features, etc. L� [I1-1-26'"] ASPHALTIC CONCRETE PAVING 02510-3 3.3 PLACEMENT OF BASE COURSES A. Base: Gravel base as specified in Section 02150. 1. Uniformly spread upon the prepared subgrade where shown on the project plans, to a compacted depth of eight (8) inches, except in existing parking areas as shown on plans. 2. Compact to minimum 95% MDD. B. Topcourse: Crushed Surfacing Top Course as specified in Section 02150. 1. Uniformly spread upon the prepared base where shown on the project plans, to a compacted depth of two (2) inches. 2. Compact to minimum 95% MDD. 3.4 SAWCUT J A. Sawcut existing pavement edges immediately prior to paving where new paving is to match existing. 3.5 PREPARATION - PRIMER A. Remove loose material from compacted base before applying prime coat. B. Apply herbicide, per Standard Specifications, Sections 5-04.3(5) and 8-02.3(2), on all previously unpaved areas. J C. Apply primer to contact surfaces of curbs, gutters, and adjacent slabs. D. Use clean sand to blot excess primer. 3.6 PREPARATION - TACK COAT A. Apply tack coat in accordance with Standard Specifications, Section 5-04 L-1 B. Apply tack coat to contact surfaces of curbs, gutters and adjacent slabs. u C. Install over existing asphalt base course priorto installing asphaltic concrete overlay I D. Install against existing asphalt where patching. E. Coat surfaces of manhole and catch basin frames with oil to prevent bond with asphalt, pavement. Do not tack coat these surfaces. LJ E[11-1-261H] ASPHALTIC CONCRETE PAVING 02510-4 3.7 PLACING ASPHALT PAVEMENT A. Install Work in accordance with Standard Specifications, Section 5-04. B. Place asphalt within 24 hours of applying primer or tack coat. C. Place asphalt when its temperature is greater than 280 degrees F. 1. Maximum temperature of asphalt leaving the plant shall be 325 degrees F. D. Place to compacted thickness as indicated on project plans. E. Install drainage grilles and frames and manhole frames in correct position and elevation prior to paving. Compact pavement by rolling to specified density. Do not displace or extrude pavement from position. Hand compact in areas inaccessible to rolling equipment. G. Perform rolling with consecutive passes to achieve even and smooth finish without roller marks. H. Finish surfaces shall be free from bird baths and impediments to drainage, and show no variation from designated elevations greater than 1/2", nor surface deviations exceeding 3/8" from the bottom of a 10 foot straight edge except at crowns and slopes. Provide the compacted thickness shown on the drawings within a tolerance of minus 0" to plus 1/2". 3.8 ASPHALT PAVEMENT PATCHING A. Perform patching in accordance with details on project plans and the requirements of this section. Patching all utility crossings shall be included in the unit prices for this contract. Includes patching adjacent to new curbs, new utilities, new catch basins, and areas scheduled to be demolished as noted on drawings. 3.9 PAVEMENT MARKINGS A. The paint shall be applied by an airless spray -type marking machine or other approved marking equipment. The equipment shall provide uniform film thickness and markings of uniform cross-sections with clear, neat edges. B. Marking equipment shall meet with the approval of the Engineer and application of the paint by hand methods will be permitted where necessary. The use of templates, forms, or other devices will be required to ensure neatness and uniformity of pavement markings. C. Paint shall be applied onlywhen surfaces are clean and thoroughly dry and when the air temperature is above 40 degrees F or as recommended by manufacturer. Paint stripes shall be placed with equipment that is capable of producing straight or uniformly curving lines to match the roadway alignment as required. The stripes shall be uniform and free of erratic waves. If the stripes are not satisfactorily applied, work shall be stopped until corrective action is taken. [IH -26"j ASPHALTIC CONCRETE PAVING 02510-5 D. The width of marking shall be as indicated on the drawings or as required by governing agencies, and be within a tolerance of five percent (5%). Markings shall appear as a solid line of uniform color. Completely cover asphalt, including all cracks, crevices, and voids, allow no asphalt to show through. E. No thinning paint shall be permitted. Paint shall be thoroughly mixed immediately prior to application. Should delays occur during application in which the paint is unagitated for a period greater than 15 minutes, the paint shall be thoroughly agitated until the mixture is homogeneous prior to continuance of application. F. Opacity of striping paint on asphalt shall be compared with a painted sample card such that the "color" on the asphalt is the same as on the card with no darkening effect due to bleed -through of asphalt. G. All pavement marking activities shall be coordinated with the Project Manager before any activities begin. H. Place pavement markings in the locations shown on the project plans, in accordance with these specifications and to the latest edition of the Manual of Uniform Traffic Control Devices (MUTCD), or as directed by the Engineer. 3.10 EXTRUDED CURBING A. Provide extruded Portland -cement and fine aggregate concrete curbing, non - slumping, suitable for machine extrusion; minimum strength 4,b00 psi at 28 days. B. Clean pavements and apply bonding agent per manufacturer's instructions. C. Install true to profile, lines and grades as detailed on project plans. D. Reinforce all corners with additional material. E. Level and shape of extruded curbing to conform with cast -in-place concrete work where the two join. F. Joints: Hand saw through joints at all points of curve tangency returns, and at intervals not to exceed 15 feet on center. Saw all joints while concrete is in plastic state. Tool all joints. G. Weep Holes: Install nominal 2 inch diameter holes through base of curb minimum 25 feet on center. 3.11 WHEEL STOPS A. Install Owner provided wheel stops where shown on the project plans by means of two #4 reinforcing bars per wheel stop. 1. Each bar shall measure 12 inches and be driven flush to the top on each end of wheel stop. B. Owner shall supply the Contractor either existing or new wheel stops as required for installation. [IH -26' "j ASPHALTIC CONCRETE PAVING 02510-6 3.12 FIELD QUALITY CONTROL A. Coordinate with an owner approved certified testing laboratory to provide field inspection, take samples, and perform tests in accordance with Standard Specifications, Section 5-04. 3.13 PROTECTION A. Immediately after placement, protect pavement until surface temperature is less than 140 degrees F and has attained its maximum degree of hardness. END OF SECTION 02510 [IH -26' "] ASPHALTIC CONCRETE PAVING 02510-7 SECTION 02712 - INTERCEPTOR DRAINAGE SYSTEMS PART1 GENERAL 1.1 SECTION INCLUDES A. Interceptor drainage system. B. Filter aggregate and fabric. 1.2 RELATED SECTIONS A. Section 02000 - General Site Work. B. Section 02150 - General Site Earthwork. C. Section 02225 - Trenching. D. Section 02722 - Site Storm Sewerage Systems. 1.3 MEASUREMENT AND PAYMENT A. Interceptor Drain 6 -Inch Diameter 1. Bid item shall include furnishing and installing pipe, filterfabric, all excavation, gravel backfill for drains, compaction, connection to the existing catch basin, and all other items of work to make a complete, functioning installation. 2. Payment shall be per lineal foot. PART 2 PRODUCTS 2.1 INTERCEPTOR DRAIN PIPE A. 6 -inch perforated PVC pipe: ASTM D-3034 SDR35 pipe conforming to Standard Specifications, Section 9-05.12. 2.2 AGGREGATE A. Gravel Backfill for Drains: As specified in Section 02150. 2.3 ACCESSORIES A. Pipe Joints and Fittings. B. Filter Fabric: Water pervious type, nonwoven; Mirafi 140N or approved equal. [I1-1-26'"] INTERCEPTOR DRAINAGE SYSTEMS 02712-1 PART 3 EXECUTION 3.1 INSTALLATION 3.2 A. Install and join pipe and pipe fittings where shown on plans in accordance with pipe manufacturer's instructions. 1. Interceptor drain shall extend to a minimum depth of four (4) feet below existing ground. 2. Any trenching or excavating for interceptor drain shall not interfere with 45 degree bearing splay of foundations. B. Place drainage pipe within an envelope of gravel backfill for drains. 1. Gravel envelope shall extend at least 6 inches on all sides of the pipe. C. Place filter fabric around the gravel envelope in accordance with manufacturer's instructions. D. Lay pipe to drain by gravity to connection with storm sewer system at location indicated on the project plans. E. Do not connect surface drainage into interceptor drain system. F. Place relatively impervious fill over drainage pipe aggregate cover in unpaved areas. G. Refer to Section 02150 for compaction requirements. Do not displace or damage pipe when compacting. PROTECTION A. Protect pipe and aggregate cover from damage or displacement until backfilling operation begins. END OF SECTION 02712 [11-1-26' "1 INTERCEPTOR DRAINAGE SYSTEMS 02712-2 SECTION 02722 - SITE STORM SEWERAGE SYSTEMS PART1 GENERAL 1.1 SECTION INCLUDES A. Site storm sewerage drainage piping, fittings and accessories, and bedding. B. Connection of drainage system to existing storm drainage system. C. Catch basins, paved area drainage, and detention facilities. 1.2 RELATED SECTIONS A. Section 02000 - General Site Work. B. Section 02150 - General Site Earthwork. C. Section 02225 - Trenching. D. Section 02712 - Interceptor Drainage Systems. 1.3 MEASUREMENT AND PAYMENT A. Catch Basin — Type I 1. Bid item shall include furnishing and installing catch basin, all excavation, bedding, native backfill, compaction, and all other items of work to make a J complete, functioning installation. 2. Payment shall be per each. B. Catch Basin —Type II, 54 -Inch With Control Structure 1. Bid item includes all materials and installation as specified on the detail on the project plans and as specified herein, including the lid and catch basin. 2. Payment shall be per each. J C. 8 -Inch PVC Storm Drain 1. Bid item shall include furnishing and installing pipe, all excavation, bedding, backfill, compaction, connection to the catch basin, and all other items of work to make a complete, functioning installation. J 2. Payment shall be per lineal foot. IILI IF- I [I1-1-26"11 SITE STORM SEWERAGE SYSTEMS 02722-1 u D. Biofiltration Swale 1. Bid item shall include all labor and materials necessary to construct, complete and in place biofiltration swale in accordance with the details shown on the project plans. Installation shall include but will not be limited to all grading, fine grading, grass sod, and seeding as may be required. 2. Payment shall be per lineal foot. E. 48 -Inch Diameter Detention Pipe 1. Bid item shall include furnishing and installing 48 -inch diameter stormwater detention system in accordance with the project plans, including all excavation, bedding, backfill, compaction, connection to catch basins, fittings, access structures, and all other items of work to make a complete, functioning installation. 2. Payment shall be per lump sum. 1.4 REFERENCES A. ASTM D-3034 - Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. B. ASTM D-2241 - Polyvinyl Chloride (PVC) Plastic Pipe. C. AASHTO M294 1.5 SUBMITTALS FOR REVIEW A. Product Data: Provide data indicating pipe and pipe accessories. B. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.6 QUALITY ASSURANCE A. Deliver and store all piping and other component parts of the system so as to protect them from mechanical damage, corrosion, and rust. Store plastic piping off ground, adequately protected from bending, denting, and breaking. 1.7 REGULATORY REQUIREMENTS A. All materials shall conform to the requirements of the local governing agency. 1.8 FIELD MEASUREMENTS A. Verify that field measurements and elevations are as indicated. [I1-1-26' "j SITE STORM SEWERAGE SYSTEMS 02722-2 PART 2 PRODUCTS 2.1 GENERAL A. Supply all materials needed for a complete, proper, and operating installation. 2.2 SEWER PIPE MATERIALS A. Contractor has the option of using either of the following materials: 1. Plastic Pipe: ASTM D-3034 SDR35 Pipe conforming to Standard Specifications, Section 9-05.12. 2. Corrugated Polyethylene Pipe (ADS N-12 or approved equivalent): a) Corrugated polyethylene pipe and fittings shall meet the requirements of AASHTO M 294, Type S. The maximum pipe diameter shall be 36 inches. b) Fittings shall be blow molded, rotational molded, or factory welded. c) Joints for corrugated polyethylene pipe shall be classified as watertight. Watertight joints shall be made with a sleeve or with a bell and spigot and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. Closed cell neoprene strip gaskets (with adhesive backing) meeting the requirements of ASTM D 1056, Grade number 2A1 shall be factory installed in the interior of the split coupling. Gaskets shall be placed around the entire circumference of the coupling and on the two inside lap face surfaces of the coupling. Gaskets shall be in compression when the coupling is closed and tightened. The bell shall be an integral part of the pipe and when positioned, shall cover three corrugations on the spigot. Four cleats on the bell shall lock into the second corrugation of the spigot to provide joint integrity. 2.3 ACCESSORIES A. Pipe Joints and Fittings: Conform to Standard Specifications, Section 9-05.12. B. Detectable Marking Tape: Conform to Standard Specifications, Section 9-15.18. 2.4 CATCH BASINS A. Catch basins shall be Standard Plans Type as specified on the project plans. 2.5 BEDDING MATERIALS A. Bedding: As specified in Section 02150. [IH -26 1 "] SITE STORM SEWERAGE SYSTEMS 02722-3 PART 3 EXECUTION 3.1 EXAMINATION A. Verify that trench is ready to receive work and excavations, dimensions, and elevations are as indicated on project plans. 3.2 PREPARATION A. Hand trim excavations to required elevations. B. Remove large stones or other hard matter which could damage piping or impede consistent backfilling or compaction. 3.3 BEDDING 3.4 3.5 3.6 A. Place bedding material at trench bottom, in accordance with the trench detail on the project plans. B. Maintain moisture content of bedding material near optimum to attain required compaction density. INSTALLATION - PIPE A. Install pipe, fittings, and accessories in accordance with Standard Specifications, Section 7-04, and manufacturer's instructions. B. Install all storm drainage pipe at a minimum slope of one percent (1%). C. Lift or roll pipe into position. Do not drag pipe over prepared bedding. D. Lay pipe to slope gradients noted on project plans, with maximum variation from true slope of 1/8 inch in 10 feet. E. Do not connect storm drains into interceptor drain system. F. Install bedding at sides and over top of pipe to minimum compacted thickness shown in trench detail on the project plans. G. Refer to Section 02225 for trenching requirements. Do not displace or damage pipe when compacting. H. Install detectable marking tape continuous over top of pipe, buried approximately one foot above pipe line. INSTALLATION - CATCH BASINS AND CLEANOUTS A. Conform to Standard Specifications, Section 7-05. STORM DRAINAGE/RETENTION SYSTEM A. Provide and install the complete system as indicated on the project plans. [I1-1-26'"] SITE STORM SEWERAGE SYSTEMS 02722-4 3.7 FIELD QUALITY CONTROL A. Compaction testing will be performed in accordance with Sections 02150 and 02225. B. If tests indicate Work does not meet specified requirements, remove Work, replace, and retest at contractor's expense. 3.8 PROTECTION A. Protect pipe and bedding from damage or displacement until backfilling operation is in progress. END OF SECTION 02722 I [IH -26`1 SITE STORM SEWERAGE SYSTEMS u 02722-5 APPENDIX A Prevailing Wages for Skagit County 17 State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects. workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. SKAGIT COUNTY Effective 03-03-02 Classification ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL BOILERMAKERS JOURNEY LEVEL BRICK AND MARBLE MASONS JOURNEY LEVEL CABINET MAKERS (IN SHOP) JOURNEY LEVEL CARPENTERS ACOUSTICAL WORKER BRIDGE, DOCK AND WARF CARPENTERS CARPENTER CREOSOTED MATERIAL DRYWALL APPLICATOR FLOOR FINISHER FLOOR LAYER FLOOR SANDER MILLWRIGHT AND MACHINE ERECTORS PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING SAWFILER SHINGLER STATIONARY POWER SAW OPERATOR STATIONARY WOODWORKING TOOLS CEMENT MASONS JOURNEY LEVEL DIVERS & TENDERS DIVER DIVER TENDER DREDGE WORKERS ASSISTANT ENGINEER ASSISTANT MATE (DECKHAND) BOATMEN ENGINEER WELDER LEVERMAN, HYDRAULIC MAINTENANCE MATES OILER DRYWALL TAPERS JOURNEYLEVEL ELECTRICIANS - INSIDE CABLE SPLICER CONSTRUCTION STOCK PERSON JOURNEY LEVEL ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER GROUNDPERSON HEAD GROUNDPERSON HEAVY LINE EQUIPMENT OPERATOR JACKHAMMER OPERATOR JOURNEY LEVEL LINEPERSON Page 4 (See Benefit Code Key) Over PREVAILING Time Holiday Note WAGE Code Code Code $29.67 1M 5D $38.71 1B 5N $35.37 1M 5A $13.12 1 $35.31 1M 5D $35.15 1M 5D $35.15 1M 5D $35.25 1M 5D $34.94 1M 5D $35.28 1M 5D $35.28 1M 5D $35.28 1M 50 $36.15 1M 5D $35.35 1M 5D $35.28 1M 5D $35.28 1M 5D $35.28 1M 5D $35.28 1M 5D $36.15 1M 5D $75.57 1M 50 8A $37.85 1M 5D $35.67 1B 5D 8L $35.23 1B 5D BL $35.67 1B 5D 8L $35.72 1B 5D 8L $37.11 1B 5D 8L $35.23 18 5D 8L $35.67 18 5D 8L $35.33 1B 5D 8L $34.92 1J 5B $41.93 1J 5B $18.15 1J 5B $38.88 1J 5B $44.01 4A 5A $40.40 4A 5A $29.62 4A 5A $31.13 4A 5A $40.40 4A 5A $31.13 4A 5A $40.40 4A 5A SKAGIT COUNTY Effective 03-03-02 +��x�x•�..•x,t���,e...x�x��+a....�++xx>x�:e.e.qtr:..:�.x�.�.���.�..���....xx>x.:te<.s..x.�.:e.ax...x:�x+�:.+.:t��� (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LINE EQUIPMENT OPERATOR $34.44 4A 5A POLE SPRAYER $40.40 4A 5A POWDERPERSON $31.13 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEYLEVEL $12,07 1 ELEVATOR CONSTRUCTORS CONSTRUCTOR $31.29 4A 6Q MECHANIC $42.25 4A 6Q MECHANIC IN CHARGE $46.63 4A 6Q PROBATIONARY CONSTRUCTOR $16.27 4A 6Q FENCE ERECTORS FENCE ERECTOR $13.80 1 FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL $24.99 1M 5D GLAZIERS JOURNEY LEVEL $18.75 1 HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $35.93 1F 5C HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $30.15 1M 5D INLAND BOATMEN ASSISTANT ENGINEER $30.70 1K 5D CHIEF ENGINEER $31.57 1K 5D COOK $26.58 IK 5D DECK ENGINEER, ABLE SEAMAN, OILER $26.58 IK 5D DECKHAND $26.17 IK 5D FIRST MATE $30.80 1K 5D MASTER $33.74 1K 5D MATE, LAUNCH OPERATOR $28.83 1K 5D MESSMAN $21.96 1K 5D ORDINARY SEAMAN $23.28 1K 5D INSULATION APPLICATORS JOURNEY LEVEL $35.15 1M 5D IRONWORKERS JOURNEY LEVEL $37.17 18 5A LABORERS ASPHALT RAKER $30.15 1M 5D BALLAST REGULATOR MACHINE $29.67 IM 5D BATCH WEIGHMAN $24.99 1M 5D CARPENTER TENDER $29.67 1M 5D CASSION WORKER $30.51 1M 5D CEMENT DUMPERIPAVING $30.15 1M 5D CEMENT FINISHER TENDER $29.67 1M 5D CHIPPING GUN (OVER 30 LBS) $30.15 1M 5D CHIPPING GUN (UNDER 30 LBS) $29.67 1M 5D CHUCKTENDER $29.67 1M 5D CLEAN-UP LABORER $29.67 1M 5D CONCRETE FORM STRIPPER $29.67 IM 5D CONCRETE SAW OPERATOR $30.15 1M 5D CRUSHER FEEDER $24.99 IM 5D CURING LABORER $29.67 1M 5D DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) $29.67 1M 5D DITCH DIGGER $29.67 1M 5D DIVER $30.51 1M 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $30.15 1M 5D DRILL OPERATOR, AIRTRAC $30.51 1M 5D DUMPMAN $29.67 1M 5D Page 2 SKAGIT COUNTY Effective 03-03-02 <x+�>xf•xt�tt�...+:t��:t�e�xsfx•�.�:tf: .tx�r:ex•nx...+..xtx<•.�.�..x>tax+�:fx:tx+...+«:.xf:tee:r�e:txe�:tfrxxrr:tf.x•�+..• (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code FALLERIBUCKER, CHAIN SAW $30.15 IM 5D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT $22.67 IM 5D construction debris cleanup) FINE GRADERS $29.67 1M 5D FIRE WATCH $29.67 1M 5D FORM SETTER $29.67 1M 5D GABION BASKET BUILDER $29.67 1M 5D GENERALLABORER $29.67 1M 50 GRADE CHECKER & TRANSIT PERSON $30.15 IM 5D GRINDERS $29.67 1M 5D GROUT MACHINE TENDER $29.67 1M 5D HAZARDOUS WASTE WORKER LEVEL $30.51 1M 5D HAZARDOUS WASTE WORKER LEVEL B $30.15 1M 50 HAZARDOUS WASTE WORKER LEVEL C $29.67 1M 5D HIGH SCALER $30.51 1M 5D HOD CARRIER/MOR fARMAN $30.15 1M 5D JACKHAMMER $30.15 1M 5D LASER BEAM OPERATOR $30.15 1M 5D MINER $30.51 IM 5D NOZZLEMAN, CONCRETE PUMP, GRUEN CUTTER WHEN USING HIGH $30.15 1M 5D PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $30.15 1M 5D PILOT CAR $24.99 1M 5D PIPE RELINER (NOT INSERT TYPE) $30.15 1M 5D PIPELAYER & CAULKER $30.15 1M 5D PIPELAYER & CAULKER (LEAD) $30.51 1M 5D PIPEWRAPPER $30.15 1M 5D POTTENDER $29.67 1M 5D POWDERMAN $30.51 1M 5D POWDERMAN HELPER $29.67 1M 5D POWERJACKS $30.15 1M 5D RAILROAD SPIKE PULLER (POWER) $30.15 1M 5D RE-TIMBERMAN $30.51 1M 5D RIPRAP MAN $29.67 1M 5D SIGNALMAN $29.67 1M 5D SLOPER SPRAYMAN $29.67 IM 5D SPREADER (CLARY POWER OR SIMIL' R TYPES) $30.15 1M 5D SPREADER(CONCRETE) $30.15 1M 5D STAKE HOPPER $29.67 1M 5D STOCKPILER $29.67 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $30.15 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $30.15 1M 5D TOOLROOM MAN (AT JOB SITE) $29.67 1M 5D TOPPER-TAILER $29.87 1M 5D TRACK LABORER $29.67 1M 5D TRACK LINER (POWER) $30.15 1M 5D TUGGER OPERATOR $30.15 1M 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $29.67 1M 50 VIBRATOR $30.15 1M 51) WELDER $29.67 1M 5D WELL -POINT LABORER - $30.15 1M 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11,42 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $7.81 1 LANDSCAPING OR PANTING LABORERS $7,93 1 LATHERS Page 3 SKAGIT COUNTY Effective 03-03-02 x:t+x•x<+:tax♦xaxx:t��a,�.x:tax..+«......+x•a...�..���,e..�....<..a+x�.+.+x��,e.x..�x..s�:t,ex.,e�.:..>.:...<.....�. (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code JOURNEY LEVEL $34.94 1M 5D PAINTERS JOURNEY LEVEL $28.63 2B 5A PLASTERERS JOURNEY LEVEL $35.63 1R 5A PLUMBERS & PIPEFITTERS JOURNEY LEVEL $38.61 1B 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33.59 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) $36.05 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) $36.49 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ATTACHMENTS) $36.99 IT 5D 8L BACKHOES, (75 HP & UNDER) $35.69 1T 5D 8L BACKHOES, (OVER 75 HP) $36.05 1T 5D 8L BARRIER MACHINE (ZIPPER) $36.05 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE $36.05 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $35.69 1T 5D 8L BOBCAT $33.59 1T 5D 8L BROOMS $33.59 IT 5D 8L BUMP CUTTER $36.05 1T 5D 8L CABLEWAYS $36.49 1T 5D 8L CHIPPER $36.05 1T 5D 8L COMPRESSORS $33.59 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED $33.59 1T SO 8L CONCRETE PUMPS $35.69 1T 5D 8L CONCRETE PUMP -TRUCK MOUNT WITH BOOM ATTACHMENT $36.05 1T 5D 8L CONVEYORS $35.69 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35.69 1T 5D 8L CRANES, 20- 44 TONS, WITH ATTACHMENTS $36.05 1T 5D 8L CRANES, 45 TONS- 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $36.49 1T 5D 8L WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH $36.99 IT 5D 8L ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH $37.49 1T 5D 8L ATTACHMENTS) CRANES, A -FRAME, 10 TON AND UNDER $33.59 1T 5D 8L CRANES, A -FRAME, OVER 10 TON $35.69 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $37.99 1T 5D 8L ATTACHMENTS CRANES, OVERHEAD, BRIDGE TYPE (20 - 44 TONS) $36.05 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE ( i5- 99 TONS) $36.49 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $36.99 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $36.99 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $37.49 IT 5D 8L CRUSHERS $36.05 IT 5D 8L DECK ENGINEER/DECK WINCHES (POWER) $36.05 1T 5D 8L DERRICK, BUILDING $36.49 1T 5D 8L DOZERS, 0-9 & UNDER $35.69 1T 5D 8L DRILL OILERS -AUGER TYPE, TRUCK OR CRANE MOUNT $35.69 1T 5D 8L DRILLING MACHINE $36.05 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $33.59 IT 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) $35.69 IT 5D 8L FINISHING MACHINE/BIDWELUGAMACO AND SIMILAR EQUIP $36.05 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) $35.69 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 1T 5D 8L GRADE ENGINEER $35.69 1T 5D 8L GRADECHECKER AND STAKEMAN $33.59 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND f IANLIFTS), AIR TUGGERS $35.69 1T 5D 8L Page 4 SKAGIT COUNTY Effective 0303-02 ..xf,t•x•�����..�<xext:t<x•�.+.«��.��«.<...xf•x�.ee.<.��+...ax��.....x��.«<..x+��♦+�..�....... a+�xw��n.t�ex�• (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code HORIZONTAUDIRECTIONAL DRILL LOCATOR $35.69 IT 5D 8L HORIZONTAL/DIRECTIONAL DRILL OPERATOR $36.05 1T 5D SL HYDRALIFTS/BOOM TRUCKS (10 TON & UNDER) $33.59 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) $35.69 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $36.49 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $36.99 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED $36.05 1T 5D 8L LOCOMOTIVES, ALL $36.05 1T 50 8L MECHANICS, ALL $36.05 1T 5D 8L MIXERS, ASPHALT PLANT $36.05 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 IT 5D 8L MOTOR PATROL GRADER (NON -FINISHING) $35.69 1T 5D BL MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $36.49 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $33.59 1T 5D 8L OPERATOR PAVEMENT BREAKER $33.59 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $36.05 1T 5D 8L PLANT OILER (ASPHALT CRUSHER) $35.69 1T 50 8L POSTHOLE DIGGER, MECHANICAL $33.59 1T 5D 8L POWER PLANT $33.59 1T 5D BL PUMPS, WATER $33.59 1T 5D 8L QUAD 9, D-10, AND HD -41 $36.49 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP $36.49 1T 5D 8L RIGGER AND BELLMAN $33.59 1T 5D 8L ROLLAGON $36.49 1T SD 81. ROLLER, OTHER THAN PLANT ROAD MIX $33.59 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $35.69 1T 5D 8L ROTO -MILL, ROTO -GRINDER $36.05 IT 5D 8L SAWS, CONCRETE $35.69 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.05 1T 5D 8L OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.49 1T 5D 8L OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 1T 5D 8L SCREED MAN $36.05 1T 5D 8L SHOTCRETE GUNITE $33.59 1T 5D 8L SLIPFORM PAVERS $36.49 1T 5D 8L SPREADER, TOPSIDE OPERATOR -BLAW KNOX $36.05 1T 5D 8L SUBGRADE TRIMMER $36.05 1T 5D 8L TRACTORS, (75 HP & UNDER) $35.69 1T 5D 8L TRACTORS, (OVER 75 HP) $36.05 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE $36.05 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $36.49 1T 5D 81. TRENCHING MACHINES $35.69 1T 5D 8L TRUCK CRANE OILERIDRIVER ( UNDER 100 TON) $35.69 1T 5D 8L TRUCK CRANE OILERIDRIVER (100 TON & OVER) $36.05 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $33.59 1T 5D 8L YO YO PAY DOZER $36.05 IT 5D 8L POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $29.97 4A 5A SPRAY PERSON $28.35 4A 5A TREE EQUIPMENT OPERATOR $28.75 4A 5A TREE TRIMMER $26.62 4A 5A TREE TRIMMER GROUNDPERSON $19.48 4A 5A REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $27.68 1 ROOFERS Page 5 SKAGIT COUNTY Effective 03-03-02 (See Benefit Code Key) Over PREVAILING Time Holiday Note Clyassification WAGE Code code code JOURNEY LEVEL $21.95 1 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $35.65 1.1 5G SOFT FLOOR LAYERS JOURNEYLEVEL $10.88 1 SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $6.90 1 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $20.30 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $24.74 28 SA HOLE DIGGERIGROUND PERSON $13.18 2B SA INSTALLER (REPAIRER) $23.66 28 5A JOURNEY LEVEL TELEPHONE UNEPERSON $22.91 2B 5A SPECIAL APPARATUS INSTALLER I $24.74 28 5A SPECIAL APPARATUS INSTALLER It $24.21 28 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.74 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $22.91 2B 5A TELEVISION GROUND PERSON $12.42 2B SA TELEVISION LINEPERSONNNSTALLER $17.02 2B 5A TELEVISION SYSTEM TECHNICIAN $20.54 2B 5A TELEVISION TECHNICIAN $18.33 28 5A TREE TRIMMER $22.91 28 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $32.83 1H 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $26.66 111 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $27.67 1K 5A TRUCK DRIVERS ASPHALT MIX (TO 16 YARDS) $33.48 1T 5D 8L ASPHALT MIX (OVER 16 YARDS) $34.06 1T SD SL DUMP TRUCK $16.98 1 DUMP TRUCK & TRAILER $16.98 1 OTHER TRUCKS $34.06 1T 5D 81. TRANSIT MIXER $17.17 1 WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11.60 1 OILER $9.45 1 WELL DRILLER $11.60 1 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOTs predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360)902-5330. $$1$$ Supplemental To Wage Rates $$2$$ Pagel WSDOT's Predetermined List for Suppliers - Manufacturers - Fabricators Below is a list of potentially prefabricated items, originally fumished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in :he "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to. be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in £tate and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Manhole 'ding & Cover - manhole type 1, 2, 3, and 4 X for bridges. For use with Catch Basin type 2. The cast'..ig to meet AASHTO-M-105, class 30 gray iron cast 7g. See Std. Plan B -1f, B -23a, B -23b, B -23c, a! d B -23d. 2. Frame & Grate - frame and Grate for Catch Basin type X 1, 1L, 1P, 2, 3,4 and Concrete Inlets. Cast frame may be grade 70-36 steel, class 30 gray cast iron or grade 80-55-06 ductile iron. The cast grate may be grade 70-36 steel or grade 80-55-06 ductile iron. See Std. Plan B-2, B -2a, and B -2b. 3. Grate inl A & Drop Inlet Frame & Grate - Frame and X Grate for Grate Inlets Type 1 or 2 or Drop Inlet. Angle ire i frame to be cast into top of inlet. See Std. Plan B -4b or B -4h. Frames & Grates to be galvanized. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes smaller than 60 inch diar::eter. 5. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. !31$$ Supplemental To Wage Rotes $2$$ Page 2 i. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. Corrugat .d Aluminum Pipe -Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, i5. 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Con :act Plans and Std. Plans for size and material : /pe. 9. Aluminw r Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in tba contract plans. Welding of aluminum shall be i i accordance with Section 9-28.15(3). J. Major Structural Steel Fabrication -Fabrication of major stc. sl items such as trusses, beams, girders, etc., for bridge -s: ':1. Minor St:uctural Steel Fabrication - Fabrication of minor ste:sl items such as special hangers, brackets, access caors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., invc'ving welding, cutting, punching and/or boring of noles. See Contact Plans for item description and shol. drawings. r 1'?. Aluminum Bridge Railing Type BP - Metal bridge railing conformi:.g to the type and material specifications set forth in the Cc:itract Plans. Welding of aluminum shall be in accordar-:e with Section 9-28.15(3). 5$1$$ Supplemental To Wage Rates '32$$ Page 3 YES NO KI U U U X YES NO 13. Concrete Piling—Precast-Prestressed concrete piling for X use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6-05.3(3) of the Std. Spec. 14. Manhole Type 1, 2, 3 and 4 - Precast Manholes with risers X and flat top slab and/or cones. See Std. Plans. 15. Drywell - Drywell as specified in Contract Plans. X 16. Catch Basin - Catch Basin type 1, 1 L, 1 P, 2, 3, and 4, X Including risers, frames maybe cast into riser. See Std. Plans. 17. Precast Concrete Inlet - Concrete Inlet with risers, X frames may be cast into risers. See Std. Plans. 18. Drop Inlet Type 1 - Drop Inlet Type 1 with support X angles and grate. See Std. Plans B -4f and B -4h. 19. Drop Inlet Type 2 - Drop Inlet type 2 with support X angles and grate. See Std. Plans B -4g and B -4h. 20. Grate Inlet Type 2 - Grate Inlet Type 2 with risers and X top unit with bearing angles. 21. Precast Concrete Utility Vaults - Precast Concrete X utility vaL'Its of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting. $$1$$ Supplemental To Wage Rates $$2$$ Page 4 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. 23. Valve Vault - For use with underground utilities. See Contract Plans for details. 1 J 24. Precast Concrete Barrier - Precast Concrete Barrier for use as now barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. 25. Reinforced Earth Wall Panels - Reinforced Earth Wall Panels in size and shape as shown in l the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact NQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up waa panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. I J $$1$$ Supplemental To Wage Rates $$2$$ Page 5 YES NO X X X X F` X X 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. J Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. 31. Prestressed Precast Hollow -Core Slab - Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval orior to casting girders. See Std. Spec. Section 6.02.3(25)c. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drowing to be provided for approval prior to casting g'rders. See Std. Spec. Section 6-02.3(26)A. 33. Monument Case and Cover -To meet AASHTO-M-105 class 30 gray i on casting. See Std. Plan H-7. 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans G-3, G -3a, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. 5$10 Supplemental To Wage Rates >$2$$ Page 6 YES NO X U. X X X 0 YES NO 36. Steel Sign Bridges - Steel Sign Bridges fabricated X from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans G-2, Gla, G -2b, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post - Fabricated steel sign posts as detailed X in Std. Plan G-8. Shop drawings for approval are to be provided prior to fabrication. 38. Light Standard -Prestressed - Spun, prestressed, hollow, X concrete poles. 39. Light Standards - Lighting Standards for use X on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plan J-1, J-1 a, and J-1 b. See Special Provisions for pre -approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for X use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans J-1, J -7a, J -7c, and J-8. See Special Provisions for pre -approved drawings. 41. Traffic Curb, Type A or C Precast - Type A or C X Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking lots, rest areas, etc. NOTE: Acceptance based on inspection of Fabrication Plant and an advance sample of curb section to be submitted for approval by Engineer. $$1$$ Supplemental To Wage Rates $$2$$ Page 7 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following signing materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabricati^n Inspector to be installed. 43. Cutting & bending reinforcing steel 4.1. Guardrai! components 45. Aggregates/Concrete mixes 46. Asphalt 4.7.- Fiber fab::ics 43. Electrica! wiring/components 19. treated of untreated timber piles 50. Girder pads (elastomeric bearing) 0 "$1l$$ Supplemental To Wage Rates >2$$ Page 8 YES NO X X custom std. msg msg Covered by WAC 296-127-018 Covered by WAC 296-127-018 X X X �4. X X X custom standard end sect, sect. Covered by WAC 296-127-018 Covered by WAC 296-127-018 X X X �4. $$1$$ Supplemental To Wage Rates $$2$$ Page 9 YES NO 51. Standard Dimension lumber X 52. Irrigation components X 53. Fencing materials X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel °H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X $$1$$ Supplemental To Wage Rates $$2$$ Page 9 71 f�1 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/02 METAL FABRICATION (IN SHOP) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asofin, Columbia, Douglas, Ferry, Franklin, Garfield Kittitas, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla and Whitman Fitter 12.76 1 Welder 12.76 1 Machine Operator 12.66 1 Painter 10.20 1 Laborer 6.13 1 Counties Covered: Benton Welder 16.70 1 Machine Operator 10.53 1 Painter 9.76 1 Laborer 7.06 1 Counties Covered: Chelan Fitter 15.04 1 Welder 12.24 1 Machine Operator 9.71 1 Painter 9.93 1 Laborer 6.77 1 Counties Covered: Ciailam, Grays Harbor, Island, Jefferson, Lewis, Mason, Pacific, San Juan and Skagit Fitter 15.16 1 Welder 15.16 1 Machine Operator 10.66 1 Painter 11.41 1 Laborer 11.13 1 Supplemental To Wage Rates Page 10 METAL FABRICATION (IN SHOP) 03/03/02 Counties Covered: Snohomish Fitter 15.38 1 Over 15.38 1 Machine Operator PREVAILING Time Holiday Note Classification WAGE Code cC.deode Machine Oparator Counties Covered: 1R 6T Laborer Clark 1R 6T Layerout 23.06 1J 6U Fitter 22.72 1J 61.1 Welder 21.54 iJ 6U Painter 19.65 11.1 6U Machine Operator 17.08 11 61.11 Laborer 16.57 11 61.11 Counties Covered: Snohomish Fitter 15.38 1 Welder 15.38 1 Machine Operator 8.84 1 Painter 9.98 1 Laborer 9.79 1 Counties Covered: Spokane Fitter 12.59 1 Welder 10.80 1 Machine Operator 13.26 1 Painter 10.27 1 Laborer 7.98 1 Counties Covered: Thurston Layerout 23.22 1R 6T Fitter 21.29 1R 6T Welder 19.34 1R 6T Machine Oparator 16.43 1R 6T Laborer 13.52 1R 6T Counties Covered: Whatcom Fitter/Welder 13.81 1 Machine Oporator 13.81 1 Laborer 9.00 1 $$1$$ Supplemental To Wage Elates $$2$$ Page 11 Classificatio*- Fitter Welder Machine Op-. -itor Painter Laborer Fitter Welder Machine O gator Laborer Fitter Welder Painter t Fitter Welder Machine Operator Painter Laborer Fitter Welder Machine Operator Laborer METAL FABRICATION (IN SHOP) 03/03/02 Counties Covered: Grant 10.79 1 Over 10.79 1 PREVAILING Time Holiday Note King WAGE Code Code Code Counties Covered: 15.48 1 13.04 1 Yakima 11.10 1 9.78 1 Counties Covered: 12.00 1 11.32 1 13.83 1 11.32 1 6.90 1 12.00 1 10.31 1 Counties Covered: Cowlitz 22.39 113 6V 22.39 1B 6V 22.39 1B 6V '17.62 1B 6V Counties Covered: Grant Supplemental To Wage Rates Page 12 10.79 1 10.79 1 7.45 1 Counties Covered: King 15.86 1 15.48 1 13.04 1 11.10 1 9.78 1 Counties Covered: Kitsap 26.96 1 13.83 1 13.83 1 6.90 1 Supplemental To Wage Rates Page 12 METAL FABRICATION (IN SHOP) 03/03/02 Over PREVAILING Time Holiday Note Classification WAGE Code Code Qode Counties Covered: Klickitat, Skamania and Wahkiakum Fitter/Welder 18,99 1 .Machine Operator 17.21 1 Painter 17.03 1 Laborer 10.44 1 Counties Covered: Pierce Fitter 15.25 1 Welder 13.98 1 Machine Operator 13.98 1 Laborer 925 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 13 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/02 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, Franklin, Garfield, Grant, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla, and Whitman All Classifies°ions 9.96 1 Counties Covered: King Architecturat and Prestressed Concrete All Classific Lons 11.05 1 All Other Cc, .,rete Products ' Maintenan:a 18.77 18 6S Operator 18.24 1B 6S Gunite 18.24 1B 6S Carpenter 18.77 1B 6S Fabricator 18.24 1B 6S Wet pour 17.99 1B 6S Yard Pat& 17.99 1B 6S Welder 18.24 1B 6S Clean Up 17.99 1B 6S Counties Covered: Pierce All Classifies ':'ns 10.00 1 Counties Covered: Chelan, Kittitas, Kliclotat and Skamania All ClassificE'Icns 8.61 1 Counties Covered: t aliam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, I awis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahklakum All Classifice 'Dns 13.50 1 Supplemental To Wage Rates Page 14 u WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/02 FABRICATED PRECAST CONCRETE PRODUCTS 7 Over PREVAILING Time Holiday Note -� Classification WAGE Code Code Code -1 Counties Covered: Spokane Machine Operator 10.33 1 _ Laborer 6.90 1 J Counties Covered: Yakima Craftsman 8.65 1 Production Worker T15 1 Laborer 6.90 1 Counties Covered: Whatcom Rebar 14.60 1 Concrete Finisher 12.53 1 Carpenter 11.43 1 Laborer 8.43 1 J $$1$$ Supplemental To Wage Rates $$2$$ Page 15 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L&I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administ:-ating the provisions of WAC 296-127-018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and eon -covered workers shall be directed to State L&I at (360) 902-5330. effective Sep?ember 1, 1993, minimum prevailing wages for all work covered by !MAC 296-127-018 for the production and/or delivery of materials to a public works u3ntract will Le found under the regular classification of work for Teamsters, Power -quipment O;)erators, etc. E'3i1$$ Supplemental To Wage Rates ;$2$$ Page 16 F1 ESAC DIVISION - TELEPHONE (206) 586-6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 rl August 18, 1992 _ TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296-127-018 This memo is intended to provide greater clarity regarding the application of WAC - 296-127-018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases v,here a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. J J $$1$$ Supplemental To Wage Rates $$2$$ Page 17 h�a san>e c 4. V e�yf 1PN9 gnv~ - STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES _ June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296-127.018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar r.eaterials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296-127-018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296-127-018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504-4510, or call (360) 902-5310. Please publish the above Notice in WSR 99-13. if you have questions or need additional information, please call Selwyn Walters at 902-4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director JI Greg Mowat, Program Manager J $$1$$ Supplemental to Wage Rates $$2$$ 18 j BENEFIT CODE KEY - EFFECTIVE 03-03-02 }4tiik#h+rt4iW+ikt iki4#4t#444i4i+WittiMtkW#44#}YW44}tW#4}444ttY444kWrttti#Wiik4Wi4Y4tiit4W44#irt#ik4WiiW#rt4ikrt+iii4iktki4At OVERTIME CODES L J OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE rr HOURLY RATE Oil THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER i, ALL HOURS WC?.KED IN EXCESS OF EIGHT (8) HOURS PER DAY 6R FORTY {40) HOURS PER WEEK SHALL BE PAID AT ONE I AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. r� A. ALL HOURS WORKED CN 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 WAi2E. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HGURS WORKED OA SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE Fl:?ST EIGHT (8) HJURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURI_ WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, N A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED N EXCESS OF EIGHT (8) HOURS PER DAY ON S. TURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS N A FIFTH CALENDAR r j WEEKEAY OF A FOUR . TEN HOUR SCHEDULE; ALL HOURS WORKED N EXCESS OF TEN (10) HOURS PER DAY MOND_.Y THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF V/AGE. F. THE FI^SF EIGHT (8) HGURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ,ILL HOURS 41'3RKED N EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON ` - SUNDAYS AND HOLIDA S (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LA 4OR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FB:ST TEN (10) HGURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAOE. ALL HOURS WORKED N EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH - -� SATURDAY, AND ALL LOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE O: WAGE. H. ALL HCURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER - - CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WC RKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ). THE FI' i F EIGHT (8) H(' : JRS ON SATURDAY SHALL. BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS P,)RKED N EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON _ , SUNDf. `C AND HOLIDA:S SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOOKS WORKED 0,4 SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE. -HALF TIMES THE HOURLY RATE C r WAGE. ALL H :URS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL H- "IS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) 1 "!ALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANK;GIVING DAY AAD CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HCL%RS WORKED (�A SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDI: !ONS) SHALL BF PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOL.DAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. -� N. ALI. HOURS WORKED O,I SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAC;. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE - HOURLY RATE OF WAG -. -i� P. ALL HOURS WORKED G.7 SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE- HALF TIDIES THE HOUP .Y RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALT. BE PAID AT DOUBLE THE HOURI " RATE OF WAG.:. Q. ALI, HQiJRS WORKED O , SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HCURS WORKED CN SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES -rVE HOURLY RATE OF WAGE. % ALI. HC. MS WORKED O'! SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE LJ BENEFIT CODE KEY - EFFECTIVE 03-03-02 -2- i` 2. S. ALL. HOURS WORKED ON SUNDAYS BETWEEN THE HOURS OF 12:OOAM SUNDAY AND 6:OOAM MONDAY AND ON HOLIDAYS SI TALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. f-� T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL. BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAG$, ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:OOAM MONDAY AND ON HOLIDAYS -' SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 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. r1I W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON 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. B- ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. - ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN -- ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF 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. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES 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 HOLIDAY PAY. -� K ALL HOURS WORKED ON SUNDAY 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. I. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES 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 J HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE J OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. J 4. A. ALI. HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE IIOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. �I HOLT DAY CODES S. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY J AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). 5. B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY J rl iL BENEFIT CODE KEY - EFFECTIVE 03-03-02 -3- �'�7 I� AFTER THANKSGIVING DAY, THE DAY BEFORI, CHRISTMAS, AND CHRISTMAS DAY (8)- C. HOLID?.YS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). �- D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND Cl IRISTMAS DAY (8). G. HOLIDAYS: NEW YEA.^ -.'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE '-� LAST WORK DAY BEFO: E CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEATS DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, A ID CHRISTMAS (6). I. HOLID.�.YS: NEW YEA! -'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRIST:AAS DAY (6). n M HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' J DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). O. PAID !:OLIDAYS: 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 Cl.!'ISTMAS DAY - R. PAID POLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY ATTER THANKSGIN ING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/4 S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR -' DAY, 7--ANK.SGIVING D.:.Y, AND CHRISTMAS DAY (7). -, T. PAID H3LIDAYS: SEVEN(7) PAID HOLIDAYS. V. PAID H{ LIDAYS: SIX (6' PAID HOLIDAYS. -, W. PAID E_'LIDAYS: NINE :9) PAID HOLIDAYS. X. HOLID-'.YS., AFTER 520 :-OURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEY. YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKFGNING DAY, G---RJSTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLID. _YS: NEW YEAR'i DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, f THANI."GIVING DAY, T --,F. FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). Z HOLID''.YS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANF::GIVING DAY, TEE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 6. A. PAID FOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKS61VING DAY, T:1E FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YL US DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, T::E DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND J CHRIS' :NAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANE."TYING DAY, T. 1E FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER '; IRISTMAS DAN (9). J H. HOLID,=.YS: NEW YEAR'; DAY, MARTIN LUTHER KING 1R. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THAM' "'GIVING DAY. T: E FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). J I. PAID L':'. IDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, T. ' DAY AFTERTP- tNKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLID' YS: NEW YEAR, i DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, -� THE F:CDAY AFTER T..ANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRIS"' IAS DAY. (8) - I_ J BENEFIT CODE KEY - EFFECTIVE 03-03-02 -4- Li b, Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRIS'T'MAS DAY, UNPAID HOLIDAY PRESIDENTS' DAY. 7 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). U T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, 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. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). u V. PAID 14OLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, IDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). u W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE, NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTECODES 8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. 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' - SLOO PER FOOT FOR FiACH FOOT OVER 50 FEET OVER 100' TO 175'- $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET - - OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250'- DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS TI IAN TI IE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTI IS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET "- OVER 100' TO 15V - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 2W - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL SLOB PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1,00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. J APPENDIX B Standard Details L_ J L_ J J L- _J L- J L L- _i L_- I L J 1 L R0 BAR EACH CORN 13 BAR EACH SIDE ep BAR EACH WAY RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION NOTES 1. As an acceptable alternate to rebar. wire mash having a minimum area of 0.12 square Inches per foot may be used. Wire mesh shall not be placed in knockouts. 2. The knockout diameter shall not be greaterthan 20". Knockouts Shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed. fill the gap with joint mortar in accordance with Std. Spec. 9-04.3. 3. The maximum depth from the finished grade to the pipe Invert shall be 5'. 4. Frame and grate may be installed with flange down or cast Into adjusonent sector. 5. The precast base section may have a rounded floor and the walls may be sloped at a rete of 1:24 or steeper. 5. Opening shall be measured at the top of the precast base section. 1 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL A R DIAMETEMETE REINFORCEDOR 12. PIAIN CONCRETE ALL METAL PIPE I 15• CPSSP a 2 (SW. Spec 603301 SOLIDWALLPVC 1r (SW. Spec 3-05.120)) PROFILE WALL PVC I 1S (SM. Spec 305.1](2)) • CORRVOAIED POLYETHYLENE STORM SEWER PIPE .oi a nrt niw.eae r.ae I e.rz I� Mnslo. )EXPIRES .M.Y 4 2003 1 CATCH BASIN TYPE 7 STANDARD PLAN B-1 "PRO PVel1CAmON 7M R O • Nrywn sew dvA iadTnmpxwMn U J — -1 L_ J L Catch bosin frame and grate or manhole ring and cover x z•,}a-- Rectangular adjustment section SE i or circular adjustment section o'v :♦x --Flat slab top 0 48". 54". 60". 72-, or 96" _ Mortar ITYPI „7 Steps or ladder z MortII ' ° IS 1 MIN ar ILII Fillet`..' n, 21/x' MAX I 6" SEPARATE CAST IN PLACE BASE Grovel backfill for pipe zone bedding o ♦ a Reinforcing steel a[ 6 RECAST BASE WITH INTEGRAL RISER 0" Ring 12" SEPARATE PRECAST BASE L 9 L 1 NOTESt 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be rounded. 3. Frame and grate may be installed with flange down or cost Into adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2%j' maximum. CATCH BASIN DIMENSION TABLE CATCH BASIN TYPE 2 �4aD °e 4.rfT [zxw[s w+ �, rose STANDARD PLAN B -le APPROVED FOR PUBLICATION c KIM ltAKEA on[ rsxlxczox sort or..xm[xr a uaxsvaxunox am lA. rul.kIl x MAXIMUM MINIMUM BASE REINFORCING STEEL DIA WALL BASE KNOCKOUT OI ST ANCE inz/ft IN EACH DIRECTION THICKNESS THICKNESS BETWEEN SIZE KNOCKOUTS INTEGRAL BASE SEPARATE BASE 1 48" 4" 6" 36" 8" 0.15 0.23 1 1 54" 41/r' 81• 42" 8•• 0.19 0.19 I 1 60" 5" 8" 48" 8" 0.25 0.25 I 1 72" 6" 81' 60" 12" 0.24 0.35 L 196" B" 12" 84" I2" 0.29 0.39 I CATCH BASIN TYPE 2 �4aD °e 4.rfT [zxw[s w+ �, rose STANDARD PLAN B -le APPROVED FOR PUBLICATION c KIM ltAKEA on[ rsxlxczox sort or..xm[xr a uaxsvaxunox am lA. rul.kIl x 8" j P 1 TYPE 1 (ASPHALT) 8" R 9 ♦♦ (. TYPE 2 (ASPHALT) 10" 5"' _I _I 21/2"_ TYPE 3 (ASPHALT) r 6" 1" e _ —N see cote )—►� TYPE 40 (CEMENT CONCRETE) TYPE 4 See Note 2 (CEMENT CONCRETE) w P P D II II II See Note I —> TYPE 50 (CEMENT CONCRETE) TYPE 5 See Note 2 (CEMENT CONCRETE) 1- 10'" 5" 2'/z EXTRUDED CURB 9 `�h e 3y�Yuoe^*��e 0 MAL — 11, u R oo s.9. v oe !`R ii l� tft�eI115Yt a\� II �� [%GW[9 WI l 1999 See Note 1 --> STANDARD PLAN F -2b TYPE 6 APPROVED FORRPPII6gI,ICCATION� (CEMENT CONCRETE) ^\sr./r5 o[slc//x wclxtu �(o/.rYSI� Y.wIXwoX su¢ osnwwws n wwsnoaunoX µ.V11. Y15NIX4r0X Sheet I of 2 Sheets City of Anacortes 904 6th Street P.O. Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Job Address: 1203 26TH ST ANACORTES WA 98221 APN: Permit Type: Grading Permit Project: Remarks: Constructing new parking lot . Applicant: ISLAND HOSPITAL Address: Phone: Contractor: Addressr: Phone: License #: General Information: CUBIC _YARDS Permit #: Issue date: Expire date: BLD -2002-8136 09/25/2002 09/25/2003 Owner: ISLAND HOSPITAL Address: 2511 M AVE ANACORTES WA 98221 Phone: Fees: 50 Storm Drain Fee 5,731.34 Grade and Fill 23.50 Total Calculated: 5,754.84 Deposits/Receipts: 0.00 Total Due: 5,754.84 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED, WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. Applicant Signature 4 _ kTz-- Issued by / PAGE 1 OF 1 a THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED, WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTIONS. Applicant Signature 4 _ kTz-- Issued by / PAGE 1 OF 1 December 4, 2001 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 493.1901 FAX (360) 493-1938 P.O. BOX 547, ANACORTES, WR 98441.0547 IAN MUNCE, DIRECTOR COWIN FRANK, BUILDING OFFICIAL • E-mail: ed@cityofenecortes.org Bill Mans Island Hospital 1211240' Street Anacortes, WA 98221 Re.: Ambulance Garage Dear Sir, After studying your request to reclassify the ambulance garage portion of the storage building to Group U-1 we find the change appropriate and will so note it on our records and the certificate of occupancy. This change of occupancy does not change occupancy separation requirements between the storage space and the garage space. Also, chapter 11 UBC requirements for accessibility apply to areas supporting and providing access to the storage area. The ADA may also apply where state law does not in this building. Sincerely, Edwi rank, Building Official Cc: File. 121 24' street Anacortes, Wa 98221 Island Hospital November 19, 2001 Ed Frank City of Anacortes Building Department Dear Sir, I am requesting a change of classification for the Ambulance garage portion of the storage building to a Group U Occupancy, Division 1- Private Garage. Its dedicated usage meets the qualifications of a Garage, Private as defined in section 208-G. It is less than 1000 sqft. (720 sqft.) and stores only motor vehicles driven by tenants of the building. It is not a public area . Sincerely, Bill Maris Owners Representative