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-- �' SE 192th . 74T 7�f • � "... i .. �' ,-.,.ram -! — ---- - _— - "°' � -- �`t , +iF - 1 _ Y , r ✓' SUBJECT P Y i 1r .. L. 3 ACRES w k 1 � CITY OF RENTON AA Ft `'i _- t t - W ® �.. i�° �� _ Sb .... Y 'R.. ��y a �• _, � i f't.:�.' _ ''•-,� .',axe ) (. sr"r.zF t .�co r } 1 to 07 E. � 4���" 1 ( a _ _;� rp _ �F_ ^''r _ z � �4Ds.` a • I «�' � <"�:;n' .., � �' t t `-4 r- _ «�, — _-- r 8 p,F,XISTING SPRINGBROOK SPRINGS it It - -- 41 WATERSHED ;54 ACRES) , PROPOSED PURCHASE r. GALLAGER'S PROPERTY w - - FOR SPRINGBROOK SPRINGS SE 200t WATERSHED 0 300 600 "=300' �y CITY OF R ENTON .,LL Planninouilding/PublicWorks Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator October 3, 2002 Mr. Allen DeGuzman, Board President Talbot Estates Homeowners' Association 9633 S. 190 Street Renton, WA 98055 SUBJECT: Proposed Chain Link Fence along City of Renton Springbrook Springs Watershed Mr. DeGuzman: This is a response to your e-mail dated October 1, 2002, in regard to the security fence that the City plans to install along the Springbrook Springs watershed property. You requested that the City not install the barbed wire arm extension on top of the new fence for the safety of young children in your neighborhood and also that we change the color of the fence to black or green for aesthetic purposes. As part of our vulnerability assessment of the City's water system as required by the Federal Government under the Public Health Security and Bioterrorism Preparedness and Response Act of 2002, the City is installing additional security improvements to all of its water facilities and water supply sources. These improvements include the installation of a security fence along the remaining and unfenced portion of the City's Springbrook Springs watershed, which produces over 15% of the City's drinking water supply. We are relocating the new fence from its previously proposed location to the existing City watershed property line. The fence will no longer adjoin the Talbot Estates and Springbrook Terrace subdivisions. The City has decided not to purchase the Gallagher property, which is located between the existing watershed property and the above two subdivisions. A map showing the new location of the fence line is attached. We have chosen to install a standard galvanized chain link fence with barbed wire attachment to the top to increase the security and protection of the City's watershed. City of Renton Ordinance No. 4-4-040 E3 allows the installation of a barbed wire on top of fences for public uses. The new fence will match the color and fabric of the existing perimeter fence. The existing vegetation on the Gallagher 3-acre property should provide the necessary aesthetic buffer between the City's watershed and your development. Please call me at 425-430-7210 or e-mail at?afourgci.renton.wa.us if you have any questions. Sincerely, %� S kbboU,L-/ h�t [A Abdoul Gafour Water Utility Engineering Supervisor Enclosure cc: Gregg Zimmerman Lys Hornsby FI/Filesys/WTR-27-2990/Slzringbrook-S rings/Talbot-estates doc/AG If R E �NT�O N 1055 South Grady Way - Renton, Washington 98055 This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE iS 500 21 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM IlkN111AU'CA f DATE: September 10, 2002 TO: Gregg Zimmerman, Administrator FROM: Abdoul Gafour, Water Utility Supervisor STAFF CONTACT: Rick Moreno, Project Manager (x-7208) SUBJECT: Addendum to CAG 02-040, Springbrook Springs Property Boundary Survey Agreement The Water Utility Section is requesting your approval and execution of the enclosed addendum for $4,280 to CAG-02-040 for surveying services with Penhallegon Associates, Inc. (P.A.C.E.). The City has decided not to purchase the Gallagher property adjacent to the Springbrook Springs site due to recent liens and claims against the property. We are now requesting P.A.C.E., to survey and stake the existing City -owned property boundary abutting the Gallagher property in order to reroute the security fence. F & H Fencing, Inc, the low bidder for the fencing contract, has agreed to realign the fence route at the original unit price bid. There are sufficient funds in the revised 2002 CIP budget to cover the costs of the additional survey and the fence installation. Council has approved our request to transfer $35,000.00 from the 2002 budget for land acquisition to the budget line item for fence installation. Enclosure cc: Lys Hornsby Rick Moreno H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing InstallationAaddendum-memo-GZ.docARLM:lf 4 �Y �u v o� RECEIVED NT � 2002 CITY OF RENTON CITY OF RENTON CITY CLERK DIVISION UTILITY SYSTEMS MEMORANDUM DATE: September 11, 2002 TO: Rick Moreno, x7208 FROM: Rita Andrew, x6513 SUBJECT: CAG-02-040 — Adden #1-02 Penhallegon Associates Consulting Engineers Survey for Springbrook Springs Watershed The attached original document has been fully executed and is being returned to you. Please transmit the original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Thank you. Enclosures: (1) 0F/05/2003 16:47 2064487167 A Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Streei South o Kirkland, WA 98033 PACE SEATTLE PAGE 01/01 post -)tom Fav fu _ Invoice: 22946 City of Renton January 31, 2003 Rick Moreno 1055 S. Grady Way Renton, WA 98005 Project: 02240 Stake Fence @) Watershed Park Professional Scrvices for the Period: 12/1/2002 to 12/31/2002 Billing Group: 12 As- Built of Fence Line Rough as -built of fence location prior to scrccning Professional Services Hours Rate Amount Fred Williamson Senior Project Surveyor 0.0 $ 88.00 S Roger Gleason Project Surveyor 0.0 S $ 80.00 73.00 S $ - 912.50 Doug Fisher Party Chief 12.5 14.5 $ 65.00 S 942.50 Allen Grissom Survey Technician t S 58.00 $ 174.00 Dennis Boyd Cad Drafter 3.0 30.0 S 2,029.00 Professional Services Tntals: S 2,029-00 Total Invoice Amount $ 2,029-00 Al! invoices arc due:rpon receipt A.ven ice fee of l.S%N,ill be rrclded fo any unpntd balance after 30 dayt. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS q ' _ Z -� MEMORANDUM AgQ - l irlav j , i�Ll �" `1 DATE: September 10, 2002 -1� TO: Gregg Zimmerman, Administrator FROM: Abdoul Gafour, Water Utility Supervisor STAFF CONTACT: Rick Moreno, Project Manager (x-7208) SUBJECT: Addendum to CAG 02-040, Springbrook Springs Property Boundary Survey Agreement The Water Utility Section is requesting your approval and execution of the enclosed addendum for $4,280 to CAG-02-040 for surveying services with Penhallegon Associates, Inc. (P.A.C.E.). The City has decided not to purchase the Gallagher property adjacent to the Springbrook Springs site due to recent liens and claims against the property. We are now requesting P.A.C.E., to survey and stake the existing City -owned property boundary abutting the Gallagher property in order to reroute the security fence. F & H Fencing, Inc, the low bidder for the fencing contract, has agreed to realign the fence route at the original unit price bid. There are sufficient funds in the revised 2002 CIP budget to cover the costs of the additional survey and the fence installation. Council has approved our request to transfer $35,000.00 from the 2002 budget for land acquisition to the budget line item for fence installation. Enclosure cc: Lys Hornsby Rick Moreno H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\addendum-memo-GZ.doc\RLM:lf �Y RECEIVED SEP 1 12002 CITY OF RENTON CITY OF RENTON CITY CLERK DIVISION UTILITY SYSTEMS MEMORANDUM DATE: September 11, 2002 TO: Rick Moreno, x7208 FROM: Rita Andrew, x6513 SUBJECT: CAG-02-040 — Adden #1-02 Penhallegon Associates Consulting Engineers Survey for Springbrook Springs Watershed The attached original document has been fully executed and is being returned to you. Please transmit the original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Thank you. Enclosures: (1) 05/05/2003 16:47 2064487167 Penha/legon Associates Consulting Engineers, Inc. 750 S�xlh Street South o Kirkland, WA 98033 PACE SEATTLE PAGE 01/01 post-jr Invoice: 22946 City of Renton January 31, 2003 Rick Moreno 1055 S. Grady Way Renton, WA 98005 Project: 02240 Stake Fence �' Watershed Park Processional Services for the Period: 12/1/2002 to 12/31/2002 Billing Group: 12 As- Built of Fence Line - Rough as -built of fence location prior to scrccmng Professional Services Fred Williamson Roger Gleason Doug Fisher Allen Grissom Dennis Boyd Senior Project Surveyor Project Surveyor Party Chief Survey Technician. T Cad Drafter Hours 0.0 $ 0.0 $ 12.5 S 14.5 S 3.0 S 30.0 Rate Amount 88.00 S - 80.00 S - 73.00 S 912.50 65.00 S 942.50 58.00 S 174.00 S 2,029.00 Professional Services Totals: S 2,029.00 Total Invoice Amount $ 2,029-00 AR invoices arc due upon receipt. A xemre fee of 1.5%will be added to my unpaid bnlancr after 50 days. pM ti. t'hYt •.sV� 1 ,T Penhallegon Associates Consulting Engineers, Inc. July 11, 2003 Engineering Planning Mr. Rick Moreno Surveying City of Renton 1055 S. Grady Way Renton, WA 98055 Subject: "AS -BUILT" Survey for Watershed Park Fence Line Construction. Project #02240.12 Dear Rick: We have completed the tasks you requested in December of 2002. Apparently we never sent you a scope and fee proposal for this work. As I remember the situation; we were requested to perform an "As -Built" survey during construction of the new fence line at Watershed Park. The initial site visits were during the construction phase and time was of the essence as you were concerned that the fence was not being built in the correct location. This was due to the steep terrain and poor line of site from heavy vegetation. We completed this work in a timely manner and provided you with drawings showing the fence location, line points set and any fence line encroachments. Our next task was to return to the site once the fence was constructed to perform a final "As -Built" survey of the fence and prepare a drawing for your records. We have provided drawings showing the completed work for your review and made one additional set from your comments. I feel that since several months have elapsed we should have you do one more review before printing final mylars. I have listed the tasks preformed below along with the associated fees incurred during the various tasks stated above. Description of Completed Work: Trip 1. Field location of new fence line under construction to verify location before final screening of the fence....................................................................$375.00 Trip 2. Additional location to verify location prior to final construction ............ $375.00 Trip 3. Final "As -Built" survey of completed fence line construction............ $1,000.00 Preparation of preliminary drawing in AutoCad version 2000........................ $700.00 Total estimated fee........................................................................$3,000.00 Remaining budget (if needed)............................................................$550.00 Federal Way Seattle Kirkland 253.568.6500 Symonds Consulting Engineers 425.827.2014 1601 Second Avenue, Suite 1000 • Seattle WA 98101-3511 P. 206.441.1855 • F. 206.448.7167 Portland 888.723.7853 Pleaseseview the-at'tached drawings for completeness and let us know if we need to make ti ;any additional changes. h, t: r _. Sincerely. Penhallegon Associates Consulting Engineers Fred Williamson Project Surveyor. Penhallegon Associates Consulting Engineers, Inc. Engineering • Planning • Surveying n Pagel 1 ('Y CITY OF RENTON ♦ 1055 S. GRADY WAY RENTON. WA 98055 0� VENDOR: 060869 PENHALLEGON ASSOC CONSULTIN 750 6TH ST S KIRKLAND, WA 98033 FOB Point: Terms: net term Req. Del. Date: Special Inst: DATE 9PO NUMBER 7/3/03 1 18/0000343 Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: BARILLEAUX, TERRI Pre -Assigned PO#?: No Quantity Unit Description Unit Price Ext. Price Springbrook Springs Watershed Survey 2,029.00 CAG-02-040 Add#2 _ y ISM, !. I I SUBTOTAL 2,029.00 BILL TO: TAX 0.00 FREIGHT 0.00 TOTAL 2,029.00 Account Number I Work Order Function Number I Amount E 421.000500.018.5960.0034.63.055540 5540/5160 2,029.001 Authorized igna ure Jun co uJ 11: cIa rennallegon nssoclaLes Yc3_09c/-oUIto P.0 _ J .91 Dobo3Lt3 Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South. Kirkland. Washington 98033 Phone 425.827.2014 To: City Of Renton � C)o Rick Moreno 1055 S. Grady Way Renton, WA 98005 Project: 02240 Springbrook Springs Watershed Survey Professional Services for the Period: 1/1/2003 to 1/31/2003 Billing Group: 12 As -Built of Fence Line - Rough as -built of fence location prior to screening Professional Services Survey Bill Hours Senior Party Chief Doug Fisher 12.50 Survey Technician I Allen Grissom 14.50 CAD Drafter Dennis Boyd 3.00 Survey Total: 30.00 Professional Services Totals: Total Invoice Amount Invoice Invoice Number: 22946 January 31, 2003 Bill Ratc Charee 73.00 912.50 65.00 942.50 58.00 174.00 $2,029.00 $2,029.00 �}LI.000506,dl8•S`��o.00: , • D q�.%5golgllpo CONCURRENCE DATE NAME ITIAUDAT All invoices are due upon receipt A service fee of 1.54E will be added to arty unpaid balance after 30 days. f whallegon Associates Consulting Engineers, Inc. 750 Sixth Street South, Kirkland, Washington 98033 2�0� Phone 425.827.2014or 'pof Statement of Account For: City Of Renton Rick Moreno 1055 S. Grady Way Renton, WA 98005 Period Ending 5/19/2003 Client Projects 02240 Springbrook Springs. Watershed Survey Invoice Payments/ Invoice Invoice Type Date Amount Credits Balance 22946 Invoice 1/31/03 $2,029.00 $0.00 $2,029.00 Project Totals: $2,029.00 $0.00 $2,029.00 Report Totals: $2,029.00 $0.00 $2,029.00 -ounts Receivable Aging Summary UnreleasedRetainaee Current 31-60 Days 61-90 Days 91-120 Days > 120 Days 0.00 0.00 0.00 0.00 2,029.00 0.00 C' 0 0 oil- �'tA/ �v .,ur, co u13 i i : c i a venna i i egon nssoc i ar-es -rco-t 4c f-ou-r.l P. c = Invoice Penhallegon Associates Consulting Engineers, Inc. Invoice Number: 22946 750 Sizth Street South. Kirkland. Washington 98033 Phone 425.827,2014 January 31, 2003 To: City Of Renton Rick Moreno 1055 S. Grady Way Renton, WA 98005 Project: 02240 Springbrook Springs Watershed Survey Professional Services for the Period: 1/1/2003 to 1/31/2003 Billing Group: 12 As -Built of Fence Line - Rough as -built of fence location prior to screening Professional Services Survey Bill Hours Bill Rate Charge Senior Party Chief Doug Fisher 12.50 73.00 912.50 Survey Technician I Allen Grissom 14.50 65.00 942.50 CAD Drafter Dennis Boyd 3.00 58.00 174.00 Survey Total: 30.00 $2,029.00 Professional Services Totals: $2,029.00 Total Invoice Amount $2,029.00 odoo• p03•C�3. aSSy o• S' 5�io�yj1Ip� CONCURRENCE DATE 03 NAME }AJITIAUDAT AyoKv N V 2 74 All invoices are due upon receipt; A service fee of 1.5% will be added to any unpaid balance after 30 days- e� `enhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South, Kirkland, Washington 98033 Phone 425.827.2014 For: City Of Renton Rick Moreno 1055 S. Grady Way Renton, WA 98005 Client Projects 02240 Springbrook Springs. Watershed Survey Invoice Invoice Type Date 22946 Invoice 1/31/03 Statement of Account Period Ending 5/19/2003 Payments/ Invoice Amount Credits Balance $2,029.00 $0.00 $2,029.00 Project Totals: $2,029.00 $0.00 - $2,029.00 Report Totals: $2,029.00 $0.00 $2,029.00 Accounts Receivable Aging Summary Unreleased Retainaee Current 31-60 Days 61-90 Days 91-120 Days > 120 Days 0.00 0.00 0.00 0.00 2,029.00 0.00 � `enhallegon Associates Consulting Engii neers, Inc. RF?ECEIVED 750 Sixth Street South, Kirkland, Washington 98033 SEP 2 5 2003 Phone 425.827.2014 CITY np ort it - 7y Sysi S Statement of ACCOUn For: City Of Renton Rick Moreno 1055 S. Grady Way Renton, WA 98005 Client Projects 02240 Springbrook Springs Watershed Survey Invoice Invoice Tyne Date 24240 Invoice 8/5/03 . counts Receivable Aging Summary Unreleased Retainaee 0.00 Ae s Current 31-60 Days 0.00 44.00 Period Ending 9/23/2003 Payments/ Invoice Amount Credits Balance $44.00 $0.00 $44.00 Project Totals: $44.00 $0.00 $44.00 Report Totals: $44.00 $0.00 $44.00 61-90 Days 91-120 Days > 120 Days 0.00 0.00 0.00 -for cp� fie I-R -na) n : (' 9 , q y . wy� 1 0 K . J fi%r r-PS 1 � 4 � 6-4Ae). l4Z 1. AOOS00 0 J 6 8 S9 D, 003�fl,�� dSSyO . apini�s�N Invoice History Listing 09/25/2003 11:59:07AM City of Renton Invoice Document Document M 1280903 Group: nbeardsl Invoice M 24240 Take Disc: Date: 8/5/03 Tran Date: 9/9/03 Description: SPRINGBOOK SURVEY FENCE LINE Vendor: 060869 PENHALLEGON ASSOC CONSULTING Pay To: 750 6TH ST S KIRKLAND, WA 98033 Terms: net 30 net term Pay Type: N Check/Trnfr # : 219242 Check Type: ap Check Group: Total Paid: 44.00 Type Item Code Quantity Unit 1 ) ( Svc ) PO M 18/0000394 Line M 1 Tax code: Comm code: 1099 Box: 7 Springbook Survey Fence Line E E 55540 5160 E 421.000500.018.5960.0034.63.055540 Page: 1 Origin: si Disc Tax: N Year: 2003 Contract M Date: 9/19/03 Unit Cost Extension ( 44.UU ) 100.00% 44.00 Total 44.00 Page: 1 Pagel 1 Y 0��,� I� CITY OF RENTON + + 1055 S. GRADY WAY �N rod RENTON, WA 98055 r VENDOR: 060869 PENHALLEGON ASSOC CONSULTING 750 6TH ST S KIRKLAND, WA 98033 FOB Point: Terms: net term Req. Del. Date: Special Inst: DATE PO NUMBER 10/ 10/2 002 18/000014 6 SHIP TO: copy �G Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO Quantity Unit Description Unit Price Pnce ' Survey Springbrook Springs Watershed 4,391.65 v, MW Fence CAG 02-040 Add. #1-0, SUBTOTAL 4,391.65 BILL TO: TAX 0.00 FREIGHT 0.00 TOTAL 4,391.65 f Account Number ( Work Order Function Number I Amount E 421.000500.018.5960.0034.63.055540 05540/5160 4,391.65 --- . .......... Penhallegon Associates Consulting Engineers, Inc. Invoice number 21861 750 Sixth Street South • Kirkland, Washington 98033 ECEIvE September 30, 2002 Phone:425.827.2014 Fax:425.827.5043 RPage number 1 CI OCT 9 2002 ATTN : GARY SCHIME CITY OF RENTOPi UTILITY SYSTEMS RENTON, WA 98005 PROFESSIONAL SERVICES FOR THE PERIOD THROUGH SEPTEMBER 30, 2002 ----------------------------------------------------------------------- STAKE FENCE AT WATERSHED PARK ADDENDUM TO ORIGINAL CONTRACT - Staked property - Prepared survey - Delivered prints Toth Q�ai� Q C\ Per(' Toth ) Fee; Curl REIMBURSABLE EXPENS ck ;�s10 n1 -------------------o.v Reproduction Recording Fees PROJECT #02240.11 ).00 ).00 ).00 .00 BURSABLE TOTAL DUE 4,280.00 Amount 18.15 93.50 111.65 4,391.65 Uv� 6 - - , 5s 1g4o AA INVOICES OUTSTANDING OVER 30 DAYS ARE SUBJECT TO 1.0% MONTHLY INTEREST Y Urn ,� CITY OF RENTON ♦ �� ♦ 1055 S. GRADY WAY N�o� RENTON, WA 98055 VENDOR: 060869 PENHALLEGON ASSOC CONSULTING 750 6TH ST S KIRKLAND. WA 98033 Page 1 1 DATE PO NUMBER 1 /16/2003 18/0000219 SHIP TO: FOB Point: Req. No.: Terms: net term Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Req. Del. Date: Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO Special Inst: QuantityUnit Descripti Stake Fence @ Springbrook Watershed, Inv. 22647, 12131/02�_ :. BILL TO Unit Price Ext Price 422.00 r, SUBTOTAL 422.00 TAX 0.00 FREIGHT 0.00 TOTAL 422.00 Account Number + I 'F,poomw,,Work Order Function Number I Amount E 421.000500.018.5960.0034.63.055540 5540/5160 1 422.00 ,,�yzz. ()o Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South, Kirkland, Washi t (� NI E Phone 425.827.2014 To: City Of Renton ZQ�� Rick Moreno 1055 S. Grady Way CITY OF RENTOI< Renton, WA 98005 UTILITY SYSTEN4S Project: 02240 Stake Fence @ Watershed Park Professional Services for the Period: 12/1/2002 to 12/31/2002 Billing Group: 12 As -built of fence line - Rough as -built of fence location prior to screening Project Totals: Invoice Invoice Number: 22647 December 31, 2002 Contract Amount: $3,000.00 Percent Complete: 14.07% Fee Earned: $422.00 Prior Fee Billings: $0.00 Current Fee Totals: $422.00 *** Total Project Invoice Amount All invoices are due upon receipt. A sevrvice fee of ]% will be added to any unpaid balance after 30 days. V .!!AC P !P ) � � — -6 W.D.. sss�o $422.00 Jun 213 03 11:21a Penhallegon Rssociates 425-827-5043 p.2 Y Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South, Kirkland. Washington 98033 Phone 425.827.2014 To: City Of Renton Rick Moreno 1055 S. Grady Way Renton, WA 98005 Project: 02240 Springbrook Springs Watershed Survey Professional Services for the Period: 1/1/2003 to 1/31/2003 Billing Group: 12 As -Built of Fence Line Invoice Invoice Number: 22946 January 31, 2003 - Rough as -built of fence location prior to screening Professional Services Survey Bill Hours Bill Rate Chame Senior Party Chief Doug Fisher 12.50 73.00 912.50 Survey Technician I Allen Grissom 14.50 65.00 942.50 CAD Drafter Dennis Boyd 3.00 58.00 174.00 Survey Total: 30.00 $2,029.00 Professional Services Totals: $2,029.00 Total Invoice Amount $25029.00 Coo 50p,o18•°• 003 ,C�3� aSSLl 0- S 5go�zjjlQ� CONCURRENCE DATE NAME TINITIAL/DATE All invoices are due upon receipt. A service fee of 1.5% will be added to any unpaid balance after 30 days. e 'enhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South, Kirkland, Washington 98033 Phone 425.827.2014 For: City Of Renton Rick Moreno 1055 S. Grady Way Renton, WA 98005 Client Projects 02240 Springorook Springs Watershed Survey Invoice Invoice Type Date 22647 Invoice 12/31/02 24240 Invoice 8/5/03 Statement of Account RE EIVEa AUG 212003 CITY OF RENT 0'r/o ySYs,t OIV Period Ending 8/26/2003 Payments/ Invoice Amount Credits Balance $422.00 $0.00 $422.00 $44.00 $0.00 $44.00 Project Totals: $466.00 $0.00 $466.00 Report Totals: $466.00 $0.00 $466.00 counts Receivable Aging Summary UnreleasedReuinaee Current 31-60 Days 61-90 Days 91-120 Days > 120 Days 0.00 44.00 0.00 0.00 0.00 422.00 ap;nHslN - Invoice History Listing 08/27/2003 12:21:48PM City of Renton Invoice Document Document #: 1264424 Group: nbeardsl Invoice #: 22647 Take Disc: Date: 12/31 /02 Tran Date: 1 /20/03 Description: STAKE FENCE AT SPRINGBROOK WATERSHE Vendor: 060869 PENHALLEGON ASSOC CONSULTING Pay To: 750 6TH ST S KIRKLAND, WA 98033 Terms: onrec Due on Receipt Pay Type: N Check/Trnfr # : 211832 Check Type: ap Check Group: Total Paid: 422.00 Type Item Code Quantity Unit 1 ) ( Svc ) PO M 18/0000219 Line M 1 Tax code: Comm code: 1099 Box: 7 Stake Fence @ Springbrook Watershed, Inv. 22647, 12/31/02 E E 55540 5160 E 421.000500.018.5960.0034.63.055540 C Page: 1 Origin: si Disc Tax: N Year: 2003 Contract #: Date: 1 /24/03 Unit Cost Extension 100.00% 422.00 Total 422.00 Page: 1 CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 98055 VENDOR: 060869 PENHALLEGON ASSOC CONSULTING 750 6TH ST S KIRKLAND, WA 98033 FOB Point: Terms: net term Req. Del. Date: Special Inst: Page 1 1 5?'. DAT,E-1.: _Mel 10/10/2002 18/0000146 SHIP TO: t-a;opy j ��/ Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO .K.x<.A ' - 'F' Quant � "'3!G�.�^ Uni ^� 's.. � 5 ^S g -a. �: <,>h3< �. '}• �.: �j. � .y Ftk.�` ..� 'i'G "+v} b� �.Descr�pt�on �a au' ' UmNP ce ��. Ezt n Survey Springbrook Springs Watershed 4,391.65 .�-R - R= - - <„_ . i' � I �-3��� b'z�-2�"'v�.i+` '-a*s<%:aat r's".`�,.�. 6.'}�`*'E z. �,ir .;'fir k.��'a�... s :..pi"•"'F-{r" ai?--'Ya .� a x .� �.+��[�@"' ' � �S^'t ��+-',: '#�. Y � �'�d' -'�. EPi�'.�w�{l V^�`' � -i. � 2..`� f' �. :�x::�:a.4-.. ., ... .-,-� a,+~„a•> .. s� 3....�':u'�-sa�}'.,r, '�.�1'm '�''i-�u,<v+Y+..+.w.m.?P:Ks ..n...<"v. r».-.`s-."w3.. fir.. 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">�-�R' ',- i+.'�•+w c*.���3.a SUBTOTAL 4,391.65 BILL TO: TAX 0.00 FREIGHT 0.00 TOTAL 4,391.65 E 421.000500.018.5960.0034.63.055540 5540/5160 4,391.65 q b�l Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South • Kirkland, Washington 98033 ����vE� Phone:425.827.2014 Fax: 425.827.5043 7 CI OCT 9 2002 ATTN :�SCCITY OF RENTON UTILITY SYSTEMS RENTON, WA 98005 Invoice number 21861 September 30, 2002 Page number 1 PROFESSIONAL SERVICES FOR THE PERIOD THROUGH SEPTEMBER 30, 2002 ----------------------------------------------------------------------- STAKE FENCE AT WATERSHED PARK ADDENDUM TO ORIGINAL CONTRACT - Staked property - Prepared survey - Delivered prints Perk G Totc ) Fee:, Curl REIMBURSABLE EXPENS �Ck 'kyoloi — " -------------------c� Reproduction Recording Fees ®i 01/ PROJECT 402240.11 ).00 ).00 ).00 .00 4,280.00 Amount 18.15 -----93_50 BURSABLE 111.65 TOTAL DUE 4,391.65 ;to, 63 ��s4° Vv, o, - ff * 5�- ss x 4c) A4f INVOICES OUTSTANDING OVER 30 DAYS ARE SUBJECT TO 1.0% MONTHLY INTEREST y TY CITY OF RENTON + 1055 S. GRADY WAY RENTON, WA 98055 VENDOR: 060869 PENHALLEGON ASSOC CONSULTING 750 6TH ST S KIRKLAND, WA 98033 FOB Point: Terms: net term Req. Del. Date: Special Inst: Pagel 1 DATE PO NUMBERF� : ":' 1 / 16/2003 18/0000219 SHIP TO: C%�Opy , Req. No.: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: NO Account Number Work Order Function Number Amount E 421.000500.018.5960.0034.63.055540 5540/5160 422.00 Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South, Kirkland, Washin (e� E Phone 425.827.2014 ! To: City Of Renton 13 2003 Rick Moreno �A� 1055 S. Grady Way GITY OF RENiONt Renton, WA 98005 UTILITY SYSTEMS Project: 02240 Stake Fence @ Watershed Park Professional Services for the Period: 12/1/2002 to 12/31/2002 Billing Group: 12 As -built of fence line - Rough as -built of fence location prior to screening Project Totals: Invoice Invoice Number: 22647 December 31, 2002 bg6q J° Contract Amount: $3,000.00 Percent Complete: 14.07% Fee Earned: $422.00 Prior Fee Billings: $0.00 Current Fee Totals: $422.00 *** Total Project Invoice Amount $422.00 All invoices are due upon receipt. A sevrvice fee of l % will be added to any unpaid balance after 30 days. �Cct -� /,LY�DSGbO•d/�.Srihd l)d3y.1n3, a.��5�fd W.D-#- sssgo nhallegon Associates Consulting Engineers, Inc. July 11, 2003 Engineering Planning Mr. Rick Moreno Surveying City of Renton 1055 S. Grady Way Renton, WA 98055 Subject: "AS -BUILT" Survey for Watershed Park Fence Line Construction. Project #02240.12 Dear Rick: We have completed the tasks you requested in December of 2002. Apparently we never sent you a scope and fee proposal for this work. As I remember the situation; we were requested to perform an "As -Built" survey during construction of the new fence line at Watershed Park. The initial site visits were during the construction phase and time was of the essence as you were concerned that the fence was not being built in the correct location. This was due to the steep terrain and poor line of site from heavy vegetation. We completed this work in a timely manner and provided you with drawings showing the fence location, line points set and any fence line encroachments. Our next task was to return to the site once the fence was constructed to perform a final "As -Built" survey of the fence and prepare a drawing for your records. We have provided drawings showing the completed work for your review and made one additional set from your comments. I feel that since several months have elapsed we should have you do one more review before printing final mylars. I have listed the tasks preformed below along with the associated fees incurred during the various tasks stated above. Description of Completed Work: Trip 1. Field location of new fence line under construction to verify location before final screening of the fence.......................................................................$375.00 Trip 2. Additional location to verify location prior to final construction ............ $375.00 Trip 3. Final "As -Built" survey of completed fence line construction............ $1,000.00 Preparation of preliminary drawing in AutoCad version 2000 ........................$700.00 Total estimated fee........................................................................$3,000.00 Remaining budget (if needed)............................................................$550.00 Federal Way Seattle Kirkland 253.568.6500 Symonds Consulting Engineers 425,827.2014 1601 Second Avenue, Suite 1000 • Seattle WA 98101-3511 P. 206.441.1855 • F.206.448.7167 Portland 888.723.7853 Please review the attached drawings for completeness and let us know if we need to make any additional changes. Sincerely. Penhallegon Associates Consulting Engineers Fred Williamson Project Surveyor. Penhallegon Associates Consulting Engineers, Inc. Engineering • Planning • Surveying CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: February 11, 2003 FEB 12 2003 TO: Rick Moreno, Utility Systems �NEM`, ' U?IL\N S FROM: Michael Webby, HR & RM Administrator SUBJECT: Insurance Renewal Review/ F & H Fence Co., Inc. CAG-02-120 I have reviewed the Certificates of Insurance for the above referenced contract. The insurance coverage, provided for this contract, will meet risk management requirements when the following items have been provided for: • This certificate is project specific for CAG-01-008 and therefore cannot be used for CAG-02-120. Please have the certificate reissued to reflect CAG-02-120 in the "Description of Operations..." box • Please have the certificate holder amended to read: City of Renton ATTN: Rick Moreno 1055 South Grady Way Renton WA 98055 • Please provide proof of Workers' Compensation coverage • The City requires an unqualified notice of cancellation or non -renewal of an insurance policy. Thus, the language should read as: "Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will eadea a mail 45 days written notice to the certificate holder named to the left. But failure to wail seh notice shall e ne obligation or- liability of any kind upen the eempany, As agents e so.„ Please provide the revised certificate to HR when received AC ORD CERTIFICATE OFITAT PRODUCER FEB 0 5 Bush, Cotton & Scott LLC 0. Box 3 018 RECEIVE Zell WA 98041-3018 CITYCLERK'$ ine:425-489-4500 Fax:425-489-4501 INSURED (CAG- 0; - /a o) F & H Fence Co., Inc. Doug Serjeant P.O. Box 1805 Woodinville WA 98072 COVERAGES VMY INSURANCE&HFERICD °A11/06/0'2 ��T,HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 6NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Ohio Casualty Insurance Co. INSURERB: West American Ins. Company INSURER C: INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER P LI Y EFFECTIVE DATE MMlDD/YY POLI EXPIRA ION DATEY MMlDDlY`f LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITY BH052899155 11/22/02 11/22/03 FIRE DAMAGE (Any one fiire) $ 100000 CLAIMS MADE FX OCCUR ME EXP (Any one person) S 5000 X Owner/Cont Prot. PERSONAL BADVINJURY $1000000 X STOP GAP GENERAL AGGREGATE E 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPlOP AGG E 2000000 POLICY X PRO LOC JECT B AUTOMOBILE LIABILITY ANY AUTO BAW52899155 11/22/02 11/22/03 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) E GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC S ANY AUTO S AUTO ONLY: AGG EXCESS LIABILITY EACH OCCURRENCE E OCCUR ❑ CLAIMS MADE AGGREGATE E E E DEDUCTIBLE S RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT E OTHER A Equipment Floater BM00352899155 11/22/02 11/22/03 $50,000 LIMIT R/L $500 DED. DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS THE CITY OF RENTON, THEIR ELECTED OR APPOINTED OFFICERS, OFFICIALS, EMPLOYEES, SUB -CONSULTANTS & VOLUNTEERS ARE INCLUDED AS ADDITIONAL INSUREDS BUT ONLY AS RESPECTS WORK PERFORMED BY THE NAMED INSURED ON THEIR BEHALF. RE: CONTRACT CAG-01-008, SPRINGBROOK SPRINGS WATERSHED PROPERTY. SEE ATTACHED MASTER PAK ENDORSEMENT. UtK I IFIUA I t HULUtK I Y I ADDITIONAL INSURED; INSURER LETTER: CIRENTO CITY OF RENTON 1055 S. GRADY WAY RENTON WA 98055 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 4_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. MTIVE ACORD 25.5 (7/97) C C: f,4%zt i/� Z 1 -f/o 3 .Yf� ©ACORD CORPORATION 1988 THIS ENOORSE11ENt, CHANGES THE POLICY. PLEASS R.E.� 1T CAREFULLY. GENERAL LIABILITY MASTER PAK PLUSsM* FOR CONSTRUCTION This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX — SUBJECT N . a Blanket Additional insured (Owners, Contractors or Lessors) Fire, Lightning, Explosion and Sprinkler Leakage Damage To Premises You Rent N Non -Owned Watercraft 0 Y Supplementary Payments (Bail Bonds) m Personal and Advertising -Injury Aggregate Limits (Per Location) Aggregate Limits (Per Project) Voluntary Property Damage Coverage Off Premises Care, Custody or Control Coverage Newly Formed or Acquired Organizations (180 Days Notice) Duties in The Event Of Occurrence, Offense, Claim or Suit Bodily Injury (Mental Anguish) Waiver Of Transfer Uf•Rignts Of Recovery Against Others Medical Payments Increase Broad Named insured Broadened Mobile Equipment Incidental Malpractice Liability Non -Owned Aircraft 3 Property Damage - Elevators PAGE. 2 2 3 3 •3 4 4 4 4 4- 5 5 5 5 5 5 6 s 6 *MASTER PAK is a registered service mark of The Ohio Casualty Insurance Company and its subsidiaries. CG 84 18 07 89 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of a I. BLANKET ADDITIONAL INSURED (Owners, Contractors or Lessors) WHO IS AN INSURED (Section 11) is amended to include as an insured any person or organization whom you are required to name as an additional insured on this policy under a written contract or agreement The written contract or agreement must be: (a) currently in effector becoming effective during the term of this policy, and (b) executed prior to the "bodily injury," "property damage" or "personal and advertising injury." The insurance provided the additional insured is limited as follows I. That the person or organization is only an additional insured with respect to liability arising out of: a. Real property you own, rent, lease, or occupy; or b. "your work" for that additional insured for or by you. 2. The limits of insurance applicable to the additional insured are those specified in the written contract or agreement or the limits available under this policy whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. 3. The insurance provided the additional insured does not apply to liability arising out of the sole negligence of the additional insured 4. The insurance provided the additional insured does not apply to: a. .'bodily Injury", b. "property damage'% c. "personal and advertising Injury" or d, defense coverage under the Supplementary Payments section of the policy arising out of an architects, engineer's or surveyor's rendering of or failure to render any profes— sional services including (1) The preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, re— ports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities. Any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether primary, excess, contingent or on any other basis unless a contract specifically requires that this insurance be primary or you request that it apply on a primary basis. 2. FIRE, LIGHTNING, "EXPLOSION" AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT If Damage To Premises Rented To You under Coverage A. is not otherwise excluded from this policy, the following applies: A. The last paragraph of SECTION I — COVERAGE A2. Exclusions is replaced by the following Exclusions c, through n. do not apply to damage by fire, lightning, "explosion" or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in — LIMITS OF INSURANCE (SECTION 111). B. Paragraph 6 of SECTION III — LIMITS OF INSURANCE is replaced by the following 6. Subject to 5. above, the higher of 0300,000 or the Damage To Premises Rented To You Limit is the most we will pay under. Coverage A for damages because of "property damage" to premises rented to you or temporarily occupied by you with the permission of the owner arising out of anyone fire, lightning, "explosion" or sprinkler leakage in— cident C. Paragraph 4.b(t)(b) of Other Insurance, SECTION IV— CONDITIONS is replaced by the follow— ing. l) That is Fire, Lightning, "Explosion" or Sprinkler Leakage insurance for premises rented to you or temporarily occupied by you with the permission of the owner, D. Paragraph 9.a. of. the definition of INSURED CONTRACT under SECTION V— DEFINITIONS is replaced by the following a. A contract for the lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damages by fire, lightning, "explosion" or sprinkler leakage to premises while rented to you or temporarily occupied by you with the permission of the owner is not an "insured contract"; CG 84 16 07 99 Includes copyrighted material of Insurance services Office. Inc., with Its permission. Page 2 of 6 E. The following dei„,,tion is added to SECTION V - DEFINITIO, . "Explosion" means a sudden release of expanding pressure accompanied by a noise, a burst- ing forth of material and evidence of the scattering of debris to locations further than would have resulted by gravity alone. Explosion does not include any of the following:' 1. artificially generated electrical current including electrical arcing that disturbs electrical devices, appliances or wires; 2. rupture or bursting of water pipes; 3, explosion of steam boilers, steam pipes, steam engines orsteam turbines owned or leased by you, or operated under your control; or 4. rupture or bursting caused by centrifugal force. 3. NON -OWNED WATERCRAFT — Paragraph g(2) of SECTION I - COVERAGE A, 2. Exclusions is replaced by the following: (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons or property for a charge; 4. SUPPLEMENTARY PAYMENTS In the SUPPLEMENTARY PAYMENTS - COVERAGES A AND-B provision .The limit for the cost of bail bonds in paragraph 11 is changed from $250 to $1000. B.' PERSONAL AND ADVERTISING INJURY Paragraph 14 b., d, and e, of SECTION V - DEFINITIONS is replaced by the following: b. Malicious prosecution or abuse of process; _ d. Oral, written, televised, videotaped or electronic publication of material that slanders or libels a person or organization or disparages a person's or organization's goods, pro- ducts or services; e. Oral, written, televised, videotaped or electronic publication of material that violates a person's right of privacy; The following is added to Paragraph 14, "Personal and Advertising Injury" of Section V - DEFINITIONS: h. discrimination or humiliation that result in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is: (1) not done intentionally by or at the direction of: (a) ' an insured; or (b) any "executive officer" director, stockholder, partner or member of the insured; and (2) not directly or indirectly related to the employment, prospective employment or termina= tion of employment of any person or persons by any insured Subparagraph a.(2) and a.(3) of Paragraph 2, Exclusions of Section. I - COVERAGE B -,PERSONAL AND ADVERTISING INJURY LIABILITY are replaced by the following 2. Exclusions This insurance does not apply to: a. "Personal and advertising injury" (2) Arising out of oral, written, televised, videotaped or electronic publication of ma- terial, if done by or at the direction of the insured with knowledge of its falsity; (3) Arising out of oral, written, televised, videotaped or electronic publication of ma- terial whose first publication took place before the beginning of the policy period; Subparagraph a.(5), Exclusions of Section I - COVERAGE B - PERSONAL AND ADVERTISING INJURY LIABILITY is deleted CG 84 16 07 SS Includes copyrighted material of Insurance services Office, Inc., with Its permission. Page 3 01 6 6. AGGREGATE LIMITS OF INSUF; .` 10E (PER LOCATION) The General Aggregate Limit under LIMITS OF INSURANCE (Section III) applies separately to each of your "locations —owned by or rented to you or temporarily occupied by you with the permission of the owner. "Location" means premises involving the same or connecting lots, 'or premises whose connection is interrupted only by a street, roadway, waterway or right—of—way of a railroad 7. AGGREGATE LIMITS OF INSURANCE (PER PROJECT) The General Aggregate Limit under LIMITS OF INSURANCE (SECTION III) applies separately to each of your projects away from premises owned by or rented to you. 8. VOLUNTARY PROPERTY DAMAGE COVERAGE At your request, we will pay for loss to property of others. caused by your business operations. The most we will pay for this coverage is $500 each "occurrence." The loss must occur during the policy period The occurrence must take place in the coverage territory. Loss means unintended damage or destruction Loss does not mean disappearance, abstraction or theft This coverage does not apply to: 1. Motor vehicles; 2. Property you own, occupy, rent or lease from others; or 3. Property on your premises for sale, service, repair or storage. None of the other policy exclusions apply to this coverage. If the policy to which this endorsement is attached is written with a Property Damage Liability deduct— ible, the deductible shall apply to Voluntary Property Damage. The limit of coverage.stated above shall. not be reduced by the amount of this deductible. S. OFF PREMISES CARE, CUSTODY OR CONTROL COVERAGE A. We will pay those sums that you become legally obligated to pay as damages because of " property damage" to property of others while in your care, custody or control or property as to which you are exercising physical control if the "property damage" arises out of your business operations. B. Exclusions This insurance shall not apply to: 1. "Property damage" of property at premises owned, rented leased, operated or used by you; 2. "Property damage" of property while in transit; 3. The cost of repairing or replacing (1) any work defectively or incorrectly done, (2) any product manufactured, sold or supplied by you, unless the "property damage" is caused directly by you after delivery of the product or completion of the work and resulting from a subsequent under— taking; or 4. "Property damage" of property caused by or arising out of the "Products/Completed Operations Hazard". C. Limits of Insurance— The most we will pay for "property damage" under this Section S. is}$25,000 for each "occurrence". The most we will pay for the sum of all damages covered under Section 9. because of "property damage" is an annual aggregate limit of $25,000. The limits of insurance provided under this Section 9. are inclusive of and not in addition to any other limits provided in the policy or endorsements attached to it D. Deductible — We will not pay for "property damage" in any one occurrence until the amount of "property damage" exceeds 0250. If the policy to which this endorsement is attached contains a "property damage" deductible, that deductible shall apply if it is greater than $250. E. In the event of "property damage" covered by this endorsement, you shall, if requested by us, replace the property or furnish the _labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. _ 10. NEWLY FORMED OR ACQUIRED ORGANIZATIONS A. In paragraph 4; of Section II —WHO IS AN INSURED, 90th day is changed to 180th day. B. This provision 10. does not apply if newly formed or acquired organizations coverage is excluded either by provisions of the Coverage Part or by endorsements attached to it CG 84 16 07 SS Includes copyrighted material of Insurance services Office. Inc., with Its permission. Page. 4 Of 6 11. DUTIES 1N THE EVENT OF OCCURRENCE, OFFEINSE, CLAIM OR SUIT A. The requirement in Section IV — COMMERCIAL GENERAL LIABILITY CONDITIONS paragraph 23 that you must see to it that we are notified of an "occurrence" applies only when the "occurrence" is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. A member or manager, if you are a Limited Liability Company; or 4. An executive officer or designee, if you are a corporation. B. The requirements in Section IV — COMMERCIAL GENERAL LIABILITY CONDITIONS paragraph 2b that you must see to it that we receive notice of a claim or "suit" will not be considered breached unless the breach occurs after such claim or "suit" is_known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. A member or manager, if you are a Limited Liability Company; or 4. An executive officer or designee, if you are a corporation. Knowledge of an "occurrence," claim or "suit" by the agent, servant or employee of any insured shall not in itself constitute knowledge of the insured unless an officer or designee shall have received.noice from its agent, servant, or employee. 12. BODILY INJURY Paragraph 3 of the definition of "bodily injury"•in the DEFINITION Section is replaced by the following 3. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time. 13.' WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover, our payments from anyone liable for an injury covered by this policy. We will not enforce our right against any person or organization for whom you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit anyone not named in the agreement 14. NIEDI CAL PAYMENTS If Medical Payment Coverage (Coverage C) is not otherwise excluded from this policy, the Medical Expense limit provided by this policy shall be the greater of: A. $10,000 or B.. The amount shown in the declarations. 15. BROAD NAMED INSURED Paragraph 2.a.(1)(d) of SECTION II — WHO IS AN INSURED Is replaced by the following (d) Arising out of his or her providing or failing to provide professional health care- services. However, this exclusion sloes not apply to nurses, emercvgnry medical .technicians or .paramedics who are employed by you to provide medical or paramedical services. The following is added to Paragraph 2., of Section 11— WHO IS AN INSURED. Any subsidiary and subsidiary thereof, of yours which is a legally incorporated entity of which you own a financial interest of more than 50% of voting stock on the effective date of this Coverage Part The insurance afforded herein for any subsidiary not named in this Coverage Part as a Named Insured does not apply to injury or damage with respect to which an Insured under this Coverage Part is also an Insured under another policy or would be an Insured under such policy but for its termination or the exhaustion of its Limits of Insurance. 16. BROADENED MOBILE EQUIPMENT Paragraph 12.f.0) of SECTION V — DEFINITIONS is replaced by the following (1) equipment designated primarily for. ' (a) snow removal; (b) road maintenance, but not construction or resurfacing; or (c) street cleaning provided that vehicles have a Gross Vehicle Weight of 1,000 pounds or greater. ^e% n.. n" nn - - — - - Pane- 5 0f 6 17. INCIDENTAL MALPRACTICE L_ 31LITY Paragraph 3, of.SECTION V - DEFINITIONS is rplaced by the following 3. "Bodily injury" means bodily injury, sickness, disease or "incidental medical malpractice" sus- tained by a person, including mental anguish or death resulting from any of these at any time. The following is added to Section V - DEFINITIONS. 23. "Incidental medical malpractice" means injury arising out of the negligent rendering or failure to render medical or paramedical services to persons by any physician, dentist, nurse, emer- gency medical technician or paramedic who is employed by you to provide such services provided you are not engaged in the business or occupation of providing any services re- ferred to in this definition. 1a. NON -OWNED AIRCRAFT The following. is added to Paragraph g, Aircraft, Auto or Watercraft of Section I - COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY: (6) an aircraft with a paid crew, that is hired, chartered or loaned but is not owned by any Insured IS. PROPERTY DAMAGE - ELEVATORS The following is added to Paragraph j, Damage to Property of Section I - COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Paragraphs (3) and (d) of this exclusion do not apply to the use of elevators. All other terms and conditions of your policy remain unchanged CG 84 16 07 SS includes copyrighted material of Insurance Services Office. Inc.. with Its oermission. Paga 6 of ,6 CITY OF RENTON COUNCIL AGENDA BILL AI N: For Agenda of: March 17, 2003 Dept/Div/Board.. planning/Building/Public Works Utility Systems Division / Water Utility Staff contact...... Rick Moreno, ext. 7208 Agenda Status Consent .............. X Subject: Public Hearing.. CAG-02-120 - WTR-27-2980 correspondence...... 6Vj 0j hv n Ordinance ............. Springbrook Springs Watershed Property Fencing Project, Resolution............ w Contractor : F & H Fence, Co. Old Business........ New Business.......1�/It. Study Sessions...... Wormation.......... Exhibits: Final Pay Estimate Notice of Completion of Public Works Contract Recommended Action: Approvals: Council concurrence for approval of project and final pay Legal Dept""""' Finance Dept...... X estimate Other ............... Fiscal Impact: Expenditure Required... $13,798.02 (for final pay estimate only) Transfer/Amendment....... None Amount Budgeted.......... $14,000.00 (2003 Budget for final pay Revenue Generated......... None estimate) Total Project Budget $100,000 (2002 Budget and 2003 Carry- City share Total Project.. Forward) -Account no. 421.005 00.018.5 960.0034.63.05 5 540 SUMMARY OF ACTION: The contractor F & H Fence Co. started construction of the project on October 14, 2002 and completed the project on February 14, 2003. The original contract amount is $54,270.80 and the final contract amount is $74,857.67. The $20,586.87 increase in cost is due to change orders issued to the contractor to install fences taller than the standard 8-foot height to accommodate steep slopes, to construct an additional access gate and to repair all damaged sections of old fencing around the entire Springbrook watershed property. There are sufficient funds in the project budget to cover this increase in cost. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $3,440.13 be released after sixty (60) days subject to receipt of all required authorizations. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\General Correspondence\CITY OF RENTON COUNCIL AGENDA BILL.doc/ STATg O� State of Washington o Department of Revenue Audit Procedures & Administration md� PO Box 47474 �Ha 1889 Gov Olympia, Washington 98504-7474 Reg.No.: Date: NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Notice is hereby given relative to the completion of contract or project described below. Description of Contract (CAG-02-120 City of Renton Project No. WTR-27-2980 Springbrook Springs Watershed Property Fencing Project Contractor's Name F & H Fence, Co.. Telephone No. (425)481-4043 Contractor's Address P.O. Box 1805 Woodinville, WA 98072 Date Work Commenced Date Work Completed Date Work Accepted October 14, 2002 February 14, 2003 February 17, 2003 Surety or Bonding Co. Beeson Company Agent's Address P.O.Box 84187 Seattle, WA 98124 Att: John Beeson (206) 467-5858 Contract Amount: Additions Sales Tax: Total $49,881.25 $18,921.75 $ 6,054.67 $74,857.67 Phone No: Amount Disbursed: $71,417.54 Amount Retained: $ 3,440.13 Total $74,857.67 (Disbursing Officer) The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504-7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 31 0020 (12-92) H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Instal lation\General Correspondence\Notice_of completion.doc TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: F & H Fence Co. '"`NTRACT NO. CAG-02-120 ESTIMATE NO. 6 (Final) Closing Date: 2/18/03 . ,0JECT: Springbrook Springs Watershed Property Fencing 1. CONTRACTOR EARNINGS THIS ESTIMATE $12,682.00 2. SALES TAX @ 8.80% $1,116.02 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $13,798.02 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $53,314.97 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $12,047.90 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $2,806.03 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $634.10 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $4,938.65 11. SALES TAX DUE THIS ESTIMATE $1,116.02 12. SUBTOTAL - SALES TAX $65,362.87 $3,440.13 $6,054.67 * (95% x LINE 1) ** (RETAINAGE: 591.) GRAND TOTAL: $74,857.67 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 $13,163.92 # 6 (Final) $13,163.92 AINED AMOUNT (Line 8): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 $634.10 # 6 (Final) $634.10 TOTAL THIS ESTIMATE: $13,798.02 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF Checked By: ek J J PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE ec ced By: SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED (O HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE A D CERTIFY TO SAID CLAI Signed: v Afv Lot VA h(Le44 Printed On: 3/3/03 City of Renton Public Works Department Page 1 Printed On: 3/3/03 City of Renton Public Works Department Page 1 Project: Springbrook Springs Watershed Property Fencing Contract Number. CAG-02-120 Contractor. F & H Fence Co. Pay Estimate 6 (Final) Closing Date: 1/3/03 em Description Unit Est. Unit Previous Previous This 001. Mobilization & Demobilization Lump Sum 1 $2,200.00 002. Fence Clearing, Grubbing & Tree Removal Lump Sum 1 $6,650.00 003. 8 ft. Chain linked Fence Linear Feet 2955 $13.75 004. 6' Wide Chain Linked Access Gate Each 1 $400.00 005. Change Order #1 20 ft. wide swing gate Each 1 $1,510.00 006. Change Order #2 chain link fence over 8ft high Linear Feet 1800 $24.80 Change Order #3 Repair/Replace damaged fence 007. around entire property boundary Lump Sum 1 $12,682.00 Subtotal 8.8% Sales Tax TT Total 1.00 $2,200.00 1.00 $6,650.00 2300.00 $31,625.00 $0.00 1.00 $1,510.00 570.00 $14,136.00 $56,121.00 $4,938.65 $61,059.65 This Total Total y Amount Quantity Amount $0.00 1.00 $2,200.00 $0.00 1.00 $6,650.00 $0.00 2300.00 $31,625.00 $0.00 0.00 $0.00 $0.00 1.00 $1,510.00 $0.00 570.00 $14,136.00 1.00 $12,682.00 1.00 $12,682.00 $12,682.00 $ 68, 803.00 $1,116.02 $6,054.67 $13,798.02 1$74,857.67 � � J �,�t 3I3/0 3 TO:` FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: F & H Fence Co. N-TRACT NO. CAG-02-120 ESTIMATE NO Closing Date: PROJECT: Springbrook Springs Watershed Property Fencing 1. CONTRACTOR EARNINGS THIS ESTIMATE $3,427.50 2. SALES TAX @ 8.80% $301.62 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $3,256.13 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $171.37 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $0.00 11. SALES TAX DUE THIS ESTIMATE $301.62 12. SUBTOTAL - SALES TAX 1 10/23/02 $3,729.12 $3,256.13 $171.37 $301.62 * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL: $3,729.12 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 $3,557.75 # 1 $3,557.75 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 $171.37 # 1 $171.37 TOTAL THIS ESTIMATE: $3,729.12 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF Checked By� 1 D- ZS-o 2 PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE Checked By: *y/3 : o i Z) jAZ. SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTI "TOSAIDCLAIM Signed: i;-L/ %t; SM 2; ?'0®" Printed On: 10/23/02 City of Renton Public Works Department Page 1 Printed On: 10/23/02 City of Renton Public Works Department Page 1 Project: Springbrook Springs Watershed Property Fencing +ractor. F & H Fence Co. Pay Estimate t am Description Unit Est. Unit No. Quantity - Price 001. Mobilization & Demobilization Lump Sum 1 $2,200.00 002. Fence Clearing, Grubbing & Tree Removal Lump Sum 1 $6,650.00 003. 8 ft. Chain Linked Fence Linear Feet 2955 $13.75 004. 6' Wide Chain Linked Access Gate Each 1 $400.00 005. Change Order #1 20 ft. wide swing gate Each 1 $1,510.00 006. Change Order #2 chain link fence over 8ft high Linear Feet 1800 $24.80 Subtotal 8.8 % Sales Tax TT Total Contract Number. Closing Date: Previous Previous Quantity Amount CAG-02-120 10/23/02 This Quantity This Amount Total Quantity Total Amount $0.00 0.50 $1,100.00 0.50 $1,100.00 $0.00 0.35 $2,327.50 0.35 $2,327.50 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $3,427.50 $3,427.50 $0.00 $301.62 $301.62 $0.00 $3,729.12 $3,729.12 Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG-02-120 Springbrook Springs Watershed Fencing Installation Project, C.O.# 1 (W-IR-27-2980) CONTRACTOR: F & H Fence Co., Inc. SUMMARY OF PROPOSED CHANGE: Pfovide all labor, equipment and materials, subcontracts, overhead, profit, bonding, insurance, B & O tax, and any other cost incurred for the complete installation of: One 20 ft-wide double chain link gate with barbed wired and appurtenances at the end of an existing maintenance access road to the storm water energy dissipator outlet at Station +/- 6+28 Lump Sum Cost: S 1,510.00 Delete bid item no. 4 (6 ft. wide chain link gate) $ (400.00) Net change order cost $ 1,110.00 8.8% sales tax S 97.68 Total cost of change order no. 1 $ 1,207.68 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET ESTIMATED CONTRACT AMOUNT AMOUNT CHANGE THIS ORDER TOTAL AFTER CHANGE $54,270-80 $54,270.90 S1,207.68 S 55,478.48 ORIGINAL NO. OF CURRENT NO. OF ADDITIONAL NO. OF TOTAL NO. OF WORKING DAYS WORKING DAYS WORKING DAYS WORKING DAYS AFTER ALLOWED IN ALLOWED BY THIS THIS CHANGE ORDER CONTRACT CHANGE ORDER 30 WORKING DAYS 30 WORKING DAYS 1 0 WORKING DAY 30 WORKING DAYS Contractor Project Engineer: T/ Approved By. (Unary Spmms M�nayerJ Date: /0—/ —p Date: /D - / 7- p 2 Date: na. `t' 206 Z H:1File Sys\WTR - Drinking Water Uti1ity\WTR.27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\chg-odr l.doc :�' • d / i Qe 7 a4, C;�'4 uewNOa❑ w t N ebb : rn ;?n i. I 'ia0 TO: ' FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATORcor� i 'TRACTOR: F & H Fence Co. ,TRACT NO. CAG-02-120 ESTIMATE NO. 2 Closing Date: 11/22/02 PROJECT: Springbrook Springs Watershed Property Fencing 1. CONTRACTOR EARNINGS THIS ESTIMATE $4,322.50 2. SALES TAX @ 8.80% $380.38 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $4,702.88 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $3,256.13 5. . EARNINGS DUE CONTRACTOR THIS ESTIMATE $4,106.38 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. " RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX (95% x LINE 1) " (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 CHARTER 116, LAWS OF 1965 $171.37 $216.12 $301.62 $380.38 GRAND TOTAL $4,486.76 # 2 $216.12 # 2 TOTAL THIS ESTIMATE CITY OF RENTON CERTIFICATION J I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF Checked By: t% / PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE Checked By: Al r.1 L SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE A DACEERT.IFY TO SAID CLAIM Signed:,/ $7,362.51 $387.49 $682.00 $8,432.00 $4,486.76 $216.12 $4,702.88 Printed On: 11/18/02 City of Renton Public Works Department Page 1 Printed On: 11/18/02 City of Renton Public Works Department Page 1 -)ject: Springbrook Springs Watershed Property Fencing actor. F & H Fence Co. Pay Estimate 2 Item Description Unit Est. Unit No. Quantity Price 001. Mobilization & Demobilization Lump Sum 1 $2,200.00 002. Fence Clearing, Grubbing & Tree Removal Lump Sum 1 $6.650.00 003. 8 ft. Chain Linked Fence Linear Feet 2955 $13.75 004. 6' Wide Chain Linked Access Gate Each 1 $400.00 005. Change Order #1 20 ft. wide swing gate Each 1 $1,510.00 006. Change Order #2 chain link fence over 8ft high Linear Feet 1800 $24.80 Subtotal 8.8 % Sales Tax TT Total Contract Number. Closing Date: Previous Previous Quantity Amount CAG-02-120 11/22/02 This Quantity This Amount Total Quantity Total Amount 0.50 $1,100.00 $0.00 0.50 $1,100.00 0.35 $2,327.50 0.65 $4,322.50 1.00 $6,650.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0.00 $0.00 $3,427.50 $4,322.50 $7,750.00 $301.62 $380.38 $682.00 $3,729.12 $4,702.88 $8,432.00 a1.aCi ::lzl�`Z r L� Department of Labor and Industries t�s�,Teo Prevailing Wage o (360) 902-5335 _ www.lni.wa.gov/prevailing wage 'y1 eao�°y • This form must be typed or printed in ink. • Fill in all blanks or form will be returned for correction (see back). • Please allow a minimum of 10 working days for processing. APPROVED FORM WILL BE MAILED TO THIS ADDRESS Contractor, company or agency name, address, city, state & ZIP + 4 F & H Fence Co., Inc. P.O. Box 1805 Wnnrli nwi 1 1 A WA QAM? STATEMENT OF INTENT TO PAY PREVAILING WAGES Public Works Contract $25.00 Filing Fee Required Project Name Contract # — 7 — 2 9 PRINGBROOK SPRINGS WATERSHED (-ontract Awarding Agency (public agency - not federal or private) _ITY_0_F_RENTON Address 055SOUTH GRADY WAY terry State ZIP+4 ON WA 98055 Awarding Agency Project Contact Person Phone # 1CK MORENO (+25-430-7208 �ounry where work will be performed City where work will be performed "ING RENTON Bid due date (m/d/y) 8 Z 13 02 Date contract awarded (m/d/y) 10 14 Z 02 Prime contractor (has contract with the public agency) Contractor Registration No. Do you intend to use subcontractors? -- F & H Fence Co., Inc. FHFENCI091CG ❑ Yes UNo Do you intend to use apprentices? Yes 1�3No Craft/trade and occupation (Do NOT list apprentices) Rate of Hourly Pay_fiinge Rate of hourly Estimated no. benefits of workers FENCE ERECTOR --------24.62 _— -0- 4 ----- ---------------........... --............. --- --------- - — --- -----� Company name, address, city, state, ZIP+4 F....& Fl ,Fence Co., Inc. P.0 BO1. X 111 895 Woodinville, WA 98072 Indicate total dollar amount of our contract $ 54 270.80 I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the De nt of Labor and Industries. Contractor Registration No. FHFENCI091CG UBI C601 259 390 Title a r President Email address fhfenceco@aol.com Phone number (425 ) 481-4043- Is For I &I Use Only '-' Check Numbe �_ Amount: Issued By: For 1AI Use Only APPROVED: Department of Labor and Industries JIM C:IRISTEHSEt1 NOV 18 Ut_ By Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 2-02 After APPROVAL send white copy to Awarding Agency, Canary copy - L&I aCITY OF RENTON REQUEST FOR PROPOSAL FOR THE REPLACEMENT OF DAMAGED CHAIN LINKED FENCE ALONG THE PEREMETER IF SPRINGBROOK SPRINGS PROPERTY Project Location: Springbrook Springs property Project Description: Provide all mobilization, labor, material, and equipment for the completion of: • Repair and replacement of 680 linear feet of identified chain -linked fence surrounding the springbrook springs property to include, but not limited to; barbed wire extension arm, barbed wire strands, terminal posts, fence line posts, all fittings and fasteners, fabric 6ft. and 8ft. Payment: Payment for the complete repair of 680 linear feet shall be considered incidental to the unit price per Lump Sum. Faxed submittal must be received by the City of Renton no later than 10:00 a.m., Tuesday January 14, 2003. Item Approximate Unit Unit Price Amount Quantity Repair/Replace 680 l.f. Lump Sum $18 '. 6 5 $12 6 8 2 .00 ' damaged 6' & 8' fence 8.8% Sales Tax $_.,1 116 .0 2 Total $13 7 9 8.0 2 The contractor shall comply with all Federal, State, County, and City codes and regulations applicable to the associated work. All work shall meet City of Renton standard specifications and contract documents in accordance with the contract plans of CAG-02-120. Dated: 15 th , this day of January, 2003 Signed: Title: President I (Mbank>. 2; 80o°6 16505 F & H FENCE CO., INC. 3-3555 P.O. BOX 1805 19 10/1250 WOODINVILLE. WA 9SD72 142514B1-4043 _ IAtli 111"If17 PAY TO THE ' ORDER OF Dept. of Labor 3 Industrres $ *025.00 i Twenty -Five and 00l100'••«s>u>s•>•»•sk•••..•.•..••>•a.•••r•++u•a>r•>♦•sr.••s•••e♦>.•<>a•.••ss•.•e•>••s�•�s•r'••h DOLLARS Dept. of Labor & Industries Prevailing Wage ( ` _ I P.O. Box 44540 j Olympia, WA 95504-4540 MEMO Sprinebrook Sptings Watershed �, rmn-ar i:rin�rrn J r�-r rrratT371IrPT�-'f7t7T�P7tir'f7 _ _ _i__ 00 66D511' t:�12500D�105t:1535D3550409ll' STATEMENT OF INTENT TO DcparinientufLaborand lridustries Prevailing WagePAY On't PREVAILING WAGES (?GO) 902-5335 Public Works Contract www.lni.wa.goelprcvailing wage $25.00 Filing Fee Re wired — This fort trust be typed or printed in ink. Prnjeci c onnaet n 7 Fill in all blanks or form wi11 beretunied for con-ection (see bac 3PRINGBROOK SPRINGS WATERSHED 0 Please allow a minimum of 10 working days for processing. Contnet Awanling Agency (publi: agency- not federal er private) ITY OF RENTON �APPROVED FORM WILL REh7AlLEDTOTHIS ADDRESS —dd—,ss_—------ Contractor. company or agency name, address, city, state & ZIP + 4 1055SOUTH GRADY WAY City dale ZIP 14 RENTON WA 98055 F & H Fence Co., Inc. P.O. Box 1805 Woodinville, WA 98072 Prime enelmetor that contract with the puhlic agcncs•) Contnetor Registration No. - F & 11 Fence Co., Inc. FIIFCNC1091CG Craft/trade and oeeupatlon (Du NOT list apprentices) _FENCE _F.REGI;OR_..-....... — Awarding Apenp• Project Conlaeh Peron Ph— 8 2ICK MORE -NO e425-430-7208 Count) where work will be perf.—,l Cily wbcrc work will he per(nrmcA (ING RENTON BiA Auc Aate on•d/)) male conlrxlarnrAdl In�'d7') 8 J 13 02 10 ! 14 02 Dnyouimendinusesubconnxlors' I)o,rouinteudlousenpprmtices? ED Yr., 1H No Rate or Rate of hourly Estimated no. flourly Pay fringe benefits erw•orkcrs ---------1.—$24.62---- ---0 4 -- - i Company name. ad&ess, city, stile. ZIP+4 indicate total tonar amount F & Il Fence Co. ,..._Inc,. of your contract $ 54 270.80 I hereby certify that the above information is correct and that all � P.O. Box., 1805 workers i employ on this Public Works Project will be -paid no _... less than the Prevailing Wage Ratc(s) as dctcrmined by the Woodinville, WA 98072 Industrial Statistician of the De ut of Labor and Industries. Cnnunctor Registration No. UBI Title at r FHFFNC1091CG C601 259 390 President Email address Phonc mmnher For L&I Uae Only fhfencecoCaol.com (425) 481-4043 fhw_hakNurnbar: A. —nu For LUI Use Onl By: ( APPROVED: Department of Labor and llldustrt cs By I•d LL6E TBb SZb uewjoaq wt-1 egS:60 ZO 10 ADW F & H FENCE CO., INC. P.O. BOX 1805 WOODINVILLE, WA 98072 425-481-4043 425-481-3977 DATE: 2-6-03 PROJECT: SPRINGBROOK SPRINGS WATERSHED RE: 30' 8' CHAIN LINK FENCE LABOR WORK ELEMENT REG HOURS OT HOURS REG RATE OT RATE TOTAL LABORER 8 $34.00 $272.00 LABORER 8 $34.00 $272.00 TOTAL LABOR HOURS LABOR SUBTOTAL $544.00 OVERHEAD & PROFIT 26% $141.44/ LABOR TOTAL $685.44 EQUIPMENT WORK ELEMENT QTY UNIT RATE $0.00 $0.00 EQUIPMENT SUBTOTAL $0.00 OVERHEAD & PROFIT 21% $0.00 EQUIPMENT TOTAL $0.00 39 CHAIN LINK FENCE W/FITTINGS 1 L.S. $390.00 $390.00 & PIPE SALES TAX ON MATERIALS $34.32 MATERIAL SUBTOTAL $424.32 OVERHEAD & PROFIT 21 % $89.11 ' MATERIAL TOTAL $513.43 SUBTOTAL LABOR,EQUIP., MATERIAL, SUB -TOTAL TOTAL COST CHANGE $1,198.87 E'd LLGE TBb Set, •d RjuagwlN e60:TT 60 90 qa-j F & H FENCE CO., INC. P.O. BOX 1805 WOODINVILLE, WA 98072 425-481-4043 425-481-3977 DATE: 2-6-03 PROJECT: SPRINGBROOK SPRINGS WATERSHED RE: INSTALL 8' BLACK CHAIN LINK FENCE FABRIC PVC REMOVE EXISTING FENCE FABRIC LABOR WORK ELEMENT REG HOURS OT HOURS REG RATE OT RATE TOTAL LABORER 24 $34.00 $816.00 LABORER 24 $34.00 $816.00 TOTAL LABOR HOURS LABOR SUBTOTAL $1,632.00 OVERHEAD & PROFIT 26% $424.32 LABOR TOTAL $2,056.32 EQUIPMENT WORK ELEMENT QTY UNIT RATE 1 TON P/U 8 HRS $18.00 $144.00 $0.00 EQUIPMENT SUBTOTAL $144.00 OVERHEAD & PROFIT 21 % $30.24 EQUIPMENT TOTAL $174.24 MATERIAL QTY UNIT RATE TOTAL] 8' BLACK PVC FABRIC 250 L.F. $4.55 $1,137.50 SALES TAX ON MATERIALS MATERIAL SUBTOTAL OVERHEAD & PROFIT 21% MATERIAL TOTAL SUBTOTAL LABOR,EQUIP., MATERIAL, SUB -TOTAL $100.10 $1,237.60 $259.90 $1,497.50 TOTAL COST CHANGE $3,728.06 Z'd LLGE 18b SZb uew,>joag •U RTuagwiN e60:TT EO 90 qa-j F & H FENCE CO., INC. P.O. BOX 1805 WOODINVILLE, WA 98072 425-481-4043 425-481-3977 DATE: 2-6-03 PROJECT: SPRINGBROOK SPRINGS WATERSHED RE: INSTALL SLATS IN EXISTING FENCE 250 L.F. LABOR WORK ELEMENT REG HOUR OT HOURS REG RATE OT RATE TOTAL LABORER 10 $34.00 $340.00 LABORER 10 $34.00 $340.00 TOTAL LABOR HOURS LABOR SUBTOTAL $680.00 OVERHEAD & PROFIT 26% $176.80 LABOR TOTAL $856.80 EQUIPMENT WORK ELEMENT QTY UNIT RATE $0.00 S0.00 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT 21% EQUIPMENT TOTAL $0.00 $0.00 $0.00 ATERIAL QTY UNIT RATE TOTA SLATS 250 L. F. $3.80 $950.00 & PIPE SALES TAX ON MATERIALS MATERIAL SUBTOTAL OVERHEAD & PROFIT 21 % MATERIAL TOTAL $83.60 - $1,033.60 - $217.06 - $1,250.66 .- SUBTOTAL LABOR,EQUIP., MATERIAL, SUB -TOTAL TOTAL COST CHANGE $2,107.46 b'd LLSE TBb SZt, epT:TT EO 90 qa-j p II^l �j �If Thursday, October 10, 2002 j FENCE CO. INC. I� PA. Box 1805 ` Woodinville. WA 98072 l State Route 9 S.E., Ste. 3 Cityof Renton � Snohomish, WA 98296 PlanninglBuildinglPublic Works —42514 Renton City Hall —5t'Floor 3043 4 3606684263 1055 South Grady Way III! �� Fax42S48 va- CON.kFHFENC1091 C1093CG r Renton, WA 98055 Dear City of Renton: Attn: Rick Moreno Re: Springbrook Springs Watershed Per our discussion this morning between Rick Moreno, Abdoul Gafour and myself the following cost changes are being submitted for approval regarding the change in design for the Security fence. 1 . 20' Double Chain Link Gate $1 51 0.00 2. 8'/12' Chain Link Fence per details $24.80 L.F. *** Note: Cost includes all necessary components, additional terminal posts, additional post/bracing at all pipe crossing and Additional labor. See attached fence details. F & H Fence will require an additional 30 working days to complete. Sincerely, SENT WITHOUT SIGNATURE FOR IMMEDIATE RESPONSE Doug Serjeant President T -d LLGE TBb SZb uew�{aaq w 1 ,>j dSS : ZO ao 01 q00 NAT�I �.,k F't.�Cr �tT�x� LNSTP�lA-r= 1 SioPts I c ru E U E rv� (doTE5 MEPFA cork + nN rt.PE 'TVP -CHAUE,F of LawM-r-LnuS. ALTER ArF FEMLE 7-nwTRFC7 Z TPSL.S ASO S,°EL2FTCp�SaN1S ntt7 NOT gpat=CR(31E Fat THE T-IPE QF 57-rE CnNCLT:rom PRoyxO£D Oct 10 02 02:55P kim beckman 4eb 4dI J�J P•� to Ij w 0 4 pay V ` D m UU f it F I U L6 r Oct 10 02 02:56p kim Beckman 425 4H1 JH'/'/ p.4 n 01 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: March 7, 2003 TO: Tracy Schuld, Finance FROM: Rick Moreno, Water Utility SUBJECT: Final Pay Estimate, CAG-02-120 Springbrook Springs Fence Replacement Project Please prepare and hold the final pay estimate prior to the March 14`h cut-off until confirmation that the City Council has approved the final pay estimate at its meeting on March 17''. Document2\rlm AGENDA BILL SCHEDULE AGENDA BILL TITLE Es-h mc�- PREPARED BY: �LC Extension: Xy 0 GREGG'S SIGNATURE TRANSMIT TO CLERK (Done by 3 •7-03 JAY'S AGENDA BILL MEETING: 10 am - 7th floor COUNCIL MEETING DATE �jy�G�� Rerr m ee COMMITTEE MEETING DATE (Take Committee Report) CO E Time: P ace: COUNCIL MEETING REPORTED OUT AB-SCHAf CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: Planning/Building/Public Works For Agenda of: March 17, 2003 Dept/Div/Board.. Utility Systems Division/Water Utility Agenda Status Staff Contact...... Rick Moreno X-7208 Consent .............. X Public Hearing..-- Subject: CAG 02-120 - WTR-27-2980 Correspondence.. Springbrook Springs Watershed Property Fencing Project Ordinance ............... r__,e 6 3 Contractor: F & H Fence Co. Resolution............ i%AiAE 1Tl p Old Business ........ P / New Business....... ,_ Exhibits: Final Pay Estimate Study Sessions.... _ Notice of Completion of Public Works Contract Information...... , .. W Recommended Action: 14 Approvals: Council concurrence for approval of project and final pay Legal Dept......... estimate Finance Dept ...... X Other. Fiscal Impact: Expenditure Required... $13,798.02 (for final pay estimate only) Transfer/Amendment Amount Budgeted....... $14,000 (2003 Budget for final pay Revenue Generated estimate) Total Project Budget $100,000 (2002 Budget and 2003 Carry City Share Total Forward, Acct. Project #421.000500.018.5960.0034.65.055540) SUMMARY OF ACTION: The contractor, F & H Fence Co., started construction of the project on October 14, 2002, and completed the project on February 14, 2003. The original contract amount was $54,270.80 and the final contract amount is $74,857.67. The $20,586.87 increase in cost is due to change orders issued to install fences taller than the standard 8-foot height to accommodate steep slopes, to construct an additional access gate, and to repair all damaged sections of old fencing around the entire Springbrook Watershed property. There are sufficient funds in the project budget to cover this increase in cost. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $3,440.13 be released after sixty (60) days, subject to receipt of all required authorizations. A 1 1 H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\General Correspondence\CITY OF RENTON COUNCIL AGENDA BILL.doc\RLM:lf Printed On: 3/3/03 City of Renton Public Works Department Page 1 Project: Springbrook Springs Watershed Property Fencing Contract Number. CAG-02-120 ,retractor. F & H Fence Co. Pay Estimate 6 (Final) Closing Date: 1/3/03 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount 001. Mobilization & Demobilization Lump Sum 1 $2,200.00 1.00 $2,200.00 $0.00 1.00 $2,200.00 002. Fence Clearing, Grubbing & Tree Removal Lump Sum 1 $6,650.00 1.00 $6,650.00 $0.00 1.00 $6,650.00 003. 8 tL Chain Linked Fence Linear Feet 2955 $13.75 2300.00 $31,625.00 $0.00 2300.00 $31,625.00 004. 6' Wide Chain Linked Access Gate Each 1 $400.00 $0.00 $0.00 0.00 $0.00 005. Change Order it1 20 % wide swing gate Each 1 $1,510.00 1.00 $1,510.00 $0.00 1.00 $1,510.00 006. Change Order 42 chain link fence over Bit high Linear Feet 1800 $24.80 570.00 $14,136.00 $0.00 570.00 $14,136.00 Change Order N3 Repair/Replace damaged fence f 007. around entire property boundary Lump Sum 1 $12,682.00 1.00 $12.682-00 1.00 $12,682.00 Subtotal $56,121.00 $12,682.00 $68,803.00 8.8% Sales Tax $4.938.65 $1,116.02 $6,054.67 TT Total $61,059.65 $13,798.02 $74,857.67 /1 C%t V-3/0 3 srer8o� State of Washington 04 Department of Revenue _ Audit Procedures & Administration PO Box 47474 Olympia, Washington 98504-7474 Reg.No.: Date: NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONi�Y City of Renton — Finance Department Assigned To 1055 South Grady Way Renton, WA 98055 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract (CAG-02-120 City of Renton Project No. WTR-27-2980 Springbrook Springs Watershed Property Fencing Project 4 Contractor's Name F & H Fence, Co.. T7eph(425) one No. 481-4043 Contractor's Address P.O. Box 1805 Woodinville, WA 98072 Date Work Commenced Date Work Completed Date Work Accepted October 14, 2002 February 14, 2003 February 17, 2003 Surety or Bonding Co. Beeson Company Agent's Address P.O.Box 84187 Seattle, WA 98124 Att: John Beeson (206) 467-5858 Contract Amount: $49,881.25 Amount Disbursed: $71,417.54 Additions $18,921.75 Amount Retained: $ 3,440.13 Sales Tax: $ 6,054.67 Total: $74,857.67 Total $74,857.67 By (Disbursing Officer) Phone No: The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504-7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 31 0020 (12-92) H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\General Correspondence\Notice_of completion.doc CITY OF RENTON COUNCIL AGENDA BILL COPN or, G r AI #: Submitting Data: Planning/Building/Public Works Dept/Div/Board.. Utility Systems Division/Water Utility Staff Contact...... Rick Moreno X-7208 Subject: CAG 02-120 - WTR-27-2980 Springbrook Springs Watershed Property Fencing Project Contractor: F & H Fence Co. Exhibits: Final Pay Estimate Notice of Completion of Public Works Contract For Agenda of: March 17, 2003 Agenda Status Consent .............. Public Hearing.. Correspondence.. Ordinance ............. Resolution........... . Old Business........ New Business....... Study Sessions...... Information........ . Recommended Action: Approvals: Council concurrence for approval of project and final pay Legal Dept......... estimate Finance Dept ...... X Other. Fiscal Impact: Expenditure Required... $13,798.02 (for final pay estimate only) Transfer/Amendment Amount Budgeted....... $14,000 (2003 Budget for final pay Revenue Generated estimate) Total Project Budget $100,000 (2002 Budget and 2003 Carry City Share Total Forward, Am. Project #421.000500.018.5960.0034.65.055540) 1:1 SUMMARY OF ACTION: The contractor, F & H Fence Co., started construction of the project on October 14, 2002, and completed the project on February 14, 2003. The original contract amount was $54,270.80 and the final contract amount is $74,857.67. The $20,586.87 increase in cost is due to change orders issued to install fences taller than the standard 8-foot height to accommodate steep slopes, to construct an additional access gate, and to repair all damaged sections of old fencing around the entire Springbrook Watershed property. There are sufficient funds in the project budget to cover this increase in cost. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $3,440.13 be released after sixty (60) days, subject to receipt of all required authorizations. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\General Correspondence\CITY OF RENTON COUNCIL AGENDA BILL.doc\RLM:If TO: FINANCE DIRECTOR � A FROM: ;..PUBLIC WORKS ADMINISTRATOR CONTRACTOR: F & H Fence Co. CONTRACT NO. CAG-02-120 ESTIMATE NO. 6 (Final) Closing Date: 2/18/03 PROJECT: Springbrook Springs Watershed Property Fencing 1. CONTRACTOR EARNINGS THIS ESTIMATE $12,682.00 2. SALES TAX @ 8.80% $1,116.02 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $13,798.02 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $53,314.97 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $12,047.90 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $2,806.03 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $634.10 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $4,938.65 11. SALES TAX DUE THIS ESTIMATE $1,116.02 12. SUBTOTAL - SALES TAX (95% x LINE 1) (RETAINAGE: 5%) GRAND TOTAL: FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000500.018.5960.0034.63.055540/55540/5354 CHARTER 116, LAWS OF 1965 $13,163.92 # 6 (Final) $634.10 # 6 (Final) $65,362.87 $3,440.13 $6,054.67 $74,857.67 $13,163.92 $634.10 TOTAL THIS ESTIMATE: $13,798.02 CITY OF RENTON CERTIFICATION el;k I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF Checked By: `J ) PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE heC (ed By: SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED �O HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE D CERTIFY TO SAID CLAI Signed: a ao vboym Printed On: 3/3/03 City of Renton Public Works Department Page 1 96, yxf j t 19 1 A Yo .0 v lip qtp '� t ' r" �� „fir„ � 4 , �4•t � Y �y, _-� ..�• i_ a "►`�, L ► • . III { ✓ •� �.• • ` HELD K.C. N6011 MERIDIAN:' ,jprmgoroox zspri watershed FOR CALC. POSITION. PER CITY Property Fencing tallation Project (P, A. C.E. 666-26.3) SEE R.0.5. At ;� OISiA' / 1 /u SITE AREA �JALBOT ESTATES \\ i I IFSPRINGBROOK TERRA / I I I — u THISsuRv / • / /"'— �""�I �^ d1 ?H;REFORI CATION a I Ir BASED ON /��/ UNLESS 0' S86'S9'48"E \ \. \ I m N I N o IN THE PE 1 2, 22' P & M, /pJ� // STATION. I I\• _S._194TH ST,_ �� ��--� / — — —� g — " v COMPARED ff �Tf ry I CALIBRATE (N26'S3R.3) — \ —� HI —PARK I I n J o \ LOCATION 136.16' R.3) \ \ g n / / I .'`I ;� I �I N2Ti8'31"W + a m N c0 ry 3 BASED D I b '+ �' TRACTS I< "' o n N AFTER AD. wo �'^^_Q_. 1 & CALC.136.82- R.1 .�,rr .® �� ^y, N N n $ �p / b o — I O p I — —a". n Ft t� ADJUSTMEP pNl L'_" `"`�MG,j {.; W {� N n O R N LL N . "�Y1Sfl1x'.+rat I {�kl�'rrL?(� ! NOOD FNC a �. <D d� � Z Z ` I. p I s - k caz S s ® a / \ 1ST ADD.FOU �, ml I / N7Z'l]1S'µ 585'4p51 .y" x':;.YiR I4.yavN'S4Y:.T _. .—,"u '1D rJ'9 I I N 3 I / S85'oQ'S1 3 wpE ^ sc Z `" w PT. I / 31.32 R.1 CALC. FNC 1 o 5 i I N> CONd11pN) N. LINE LOT 9 - --�v N A REMOVE EXISTING WIRE FENCE NOT A B I / DETAIL /I- SEE T.L. % n aof`va PART C BELow LOT 9 ! 93100-0120 .li D / SPRINGBROOK ACRE TRACTS INSTALL NEW STANDARD o N S85'4O'S1" E VOL lz P. go'} ENTRY CHAIN LINK GATE 13+11.6 ( F START FENCE LINE 2 FT. BEHIND HIGH CHAI E N N i1 G PROPERTY LINE &TIE TO EXISTI FENCE L 2 FT SETBACK ROPERTY LIN+ cj H C1iEr� Vroplzi- � (TYPICAL) � DETAIL #2- SEE + al��� T"f1CVl O / �►1 BELOW I J RESET RETAINING WALL S L TANK ALND A �, is+it.6 K — \\ ALONG-PROPERTY'C11�E1" .'1�RSle ¢ 6" DECIDUOUS PLANTS E �',21 L \ IIIIOR TO FENCE INSTALL ON a seen eees@eeeed games@ @ ii feeeeeee° M • MATCHLINE SEE BELOW N \ e• C ONC. RE T. MALL ° e 3.5' 21.3' 0 e• coNc. -k — O LE _D � P g _ RET. MALL -- FNC.UN� B•OOD\ ° SPH. — '✓ t �W�ir e ItAis 1a AIIgNn+f TE My'b n / FNC. S85'40.51"E I / 7.1' 93`-.... Orr /Pt 6d1GGA-4 2.9• \ � 'I�s..��j y !mod 1� 175.1 AI#Al»7 of 10 6.0' 6" DECID. 13+11.6 (®666-27,1) // \ 6" DECID, ' FNf4()4f,HIJFNT DETAIL d2 ` I ATCHLI.......■ ..l nuu■■■.uu. i 5; SEE 0„ 6 UNPL s N 15+28,8 sf r��lr° d! 41 �NW1 CORNER,RSW 1/4 6+46 NWS�1 4 _ 16+83.48' Jai :raUr�T �1 co O K cN , UNPLATTED I z ATT Ind-L,1,dGd IM arlslvLaQ (tic INSTALL NEW 8' HIGH CHAIN LINK FENC P 2 FT SETBACK BEHIND PROPERTY LINE NOTE: HELD MULLEN SUB. (Ft AND REVOLVED TO NAO 83/91 �o• kJ I 6 k �e31p�• (TYPICAL) i ��p �p NORTH LINE OF THE S.W. 1/4. OLD WIRE , & J NE1 Z COI fz...'t3 .'na NrvWi � 4 _ 2xr�•.1»'>'S,i�.i.j "f` z' i ,''�- r^. 's. OF�P/LTWO �-a;t NW 1/ k...'•t �.u.A�i / �•�rh7av + + u 651.65::F S89'Oa Q1 E + + }} N a+, + + + + O+o + pp + + � � co O O O O U U U p O O O O O O O O O A T.L. #052205-9009 END FENCE LINE 'R o T1E TO EXISTING FENCE U MOVE EXISTING WIRE FENCE /,\tiq UNPLATTED T.L. #052205-9304 ej . \�Jss ' `65.29- X ,0 N WATERSHED PARK HELD K.C. #5815 EXPIRES C.O.R. 1875 g 5 SURVEYORS CERTIFICATE RECORDER'S - AUDITOR'S CERTIFICATE Of j 0 Engineering THIS MAP CDRRECTLY REPRESENTS A SURVEY MADE BY NO.ti� �. �y�"yrry� Planning ME OR UNDER MY DIRECTION IN CONFORMANCE NTH &., Surveyi: THE REQUIREMENTS OF THE SURVEY RECORDING ACT FILED FOR THIS DAY OF 20_ Penhallegon Associates Consulting Engineers, Ir. AT THE REQUEST OF AT M IN SURVEY VOL AT PAGE IN 20_ 118760 80C17[ 91'REEC SOUTH SUITS e00 107�wND, WA 06039 (eoe) 987-e AT THE REQUEST OF PENHALLECON ASSOC., INC, •.,.�f61�,. • YAP OHK REVISIONS GORDON S. RECTOR CERTIFICATE NUMBER 11691 SUPT• OF RECORDS -AUDITOR MGR. - DEPUTY AUDITOR DAILY INSPECTION DIARY REPORT ^AY: DATE: 1 / 27/ 64 WORK PERIOD:_. /p.m. to Y- a.m. 7i`7 WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE SP TOR 4IGNATURE DATE: / d-2, DAILY INSPECTION DIARY �� REPORT ^AY ��✓� DATE: r l /`ZlP/ O2 WORK PERIOD: (a . 1. /p .m. to a .m. OP WEATHER:,2 TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: r/✓I,6L4" G�N�i�N�f ,riStl�%Zlf-ke- 1"U)er. / /1", �dSl�S 0 CONTRACTOR SIGNATURE NS CT R SIGNATURE DATE: %( �zT DAILY INSPECTION DIARY /� REPORT # "'AY:DATE: !l /ots/yZ WORK PERIOD: (9/p.m. to � a.m.19. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: 2 6v" i V,/ 94,1 D il-Al Iwi )/�-- 6(. I fill /l 1-Jk la-0 S ) kM CONTRACTOR SIGNATURE ItSkECTOR SIGNATURE DATE: DAILY INSPECTION DIARY ..� 41p.m. REPORT`AY: / I DATE:l/ /ZZ/ G2 WORK PERIOD: to � a.m.►. Zlp WEATHER: TEMP. MAX OF MIN OF PRECIIIPPPIITATION: %lV���// WORK ACCOMPLISHED TODAY: Z rh,2.. Gr-e�, GA CONTRACTOR SIGNATURE ECTOR SIGNATURE DATE: V--!� DAILY INSPECTION DIARY /] �-� REPORT ^AY: DATE: / 2i/ Oz WORK PERIOD: l a.m./p.m. to a.m./�p.�. WEATHER: eZ&41 TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: I! Z1 Z DAILY INSPECTION DIARY "'AY: _ DATE: WORK PERIOD: '? a.m /p.m. to� R WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: ;/,iM vit Y-' /"L,- CONTRACTOR SIGNATURE / IfiSPE6'OR SIGNATURE DATE: f� DAILY INSPECTION DIARY 'SAY: DATE: / to WORK PERIOD: a.m./p.m. to �' REPORT a.m./p.m. ,FEATHER: TEMP. MAX OF MIN OF PRECIPITATION: A10AIr— WORK ACCOMPLISHED TODAY: A I s s h ;14, , v U CONTRACTOR SIGNATURE SIGNATURE DATE: �/ Z DAILY INSPECTION DIARY REPORT �l SAY: DATE: // // / WORK PERIOD:�/p.m. to a.m. WEATHER: C TEMP. MAX n'F MIN OF PRE(CCIIPITATION: WORK ACCOMPLISHE TODAY: 2 -/iIlGY1 ��� cif/ d1�1`✓1 l5Aef-, N CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: �-'�� DAILY INSPECTION DIARY / I.S/� � 1Y: �0 DATE: �(/ OZ� woRK PERIOD: a. /p.m. to a.m m REP ORT WEATHER: C.6dK TEMP. MAX s1 OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: G% Gd'n -1-i✓7 ue, J -fd / kA // /I ►2[ 10A-< `-r ^ I 1 S ti 14fi . CONTRACTOR SIGNATURE INS OR VGNATURE DATE: /I-I6 —I> Z DAILY INSPECTION DIARY �Y: r DATE: `l 1%11102- WORK PERIOD: a.m./p.m. to REPORT 4� � a.m./ WEATHER: el -A, TEMP. MAX �y °F MIN OF PRECIPITATION: �rf G �/ WORK ACCOMPLISHED TODAY: -- M aA-7 �6l t/ A IW s.,4// i.'.�� cvXl'f'C on /p lv e. f.., 1� v 2 joy-;, CONTRACTOR SIGNATURE IN OR NATUR DATE : /f -/tZ-- gz DAILY INSPECTION DIARY REPORT iY: DATE: WORK PERIOD:-70./p.m. to a.m. WEATHER: &104414 TEMP. MAX Jam% OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: - mIq In j! cdLT1 h::g l �� "mil . A CONTRACTOR SIGNATURE I SP CTOR 9IGNATUR DATE: DAILY INSPECTION DIARY ��''�� REPORT AY:� ao!!3 DATE: // / /Z/OZ WORK PERIOD: 7,s.m)/p.m. to Y- a.m./ WEATHER: TEMP. MAX OF MIN OF PRECCIPPITATION: Zd/,, / WORK ACCOMPLISHE TODAY: /, 0 a CONTRACTOR SIGNATURE fNS-PtCTOR SIGNATURE DATE: //-/;� -D Z+ DAILY INSPECTION DIARY REPORT �l 'Y: ,L2/�i�Q}� DATE: %/ /8 /OZ WORK PERIOD: a.m./p.m. to __q_ a.m./o. _ WEATHER: TEMP. MAX ,S-gF MIN OF PRECIPITATION: PA//U WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE N PECT R SIGNA RE DATE: /1-d --.&_Z-1 DAILY INSPECTION DIARY REPORT i)AY: -7r&zi - DATE: /// 7/0—WORK PERIOD: a.m /p.m. to a.m. p.m %ep n qq WEATHER: �(Q' TEMP. MAX S3.OF MIN OF PRECIPITATION: r�l�1p WORK ACCOMPLISHED TODAY: o c•./c 80z/ d PC, re -A - az, CONTRACTOR SIGNATURE A �NOPECTOR SIGNATURE DATE: // 7 -d?, DAILY INSPECTION DIARY I CM) REPORT�,AY: UVe�resQCz DATE: L! /L9 /dZ WORK PERIOD: a.m /p.m. to `� a.m./_ TWEATHER: _AA �J TEMP. MAX 52— °F MIN °F PRECIPITATION: JF�L WORK ACCOMPLISHED TODAY: �y1 `T�'G�-CAL �-''' rT✓V S i C. �11 S :�'1 �#'_'I"' `,Z ivor'kcrs CONTRACTOR SIGNATURE l� 1 1.. ILC INITEUTOR SIGNATURE DATE: %I- 6 Z, DAILY INSPECTION DIARY ��. REPO SAY: e DATE: 1/ / S /OZ WORK PERIOD: a.m /p.m. to a.m./ .m PO l�lc�hd () WEATHER: TEMP. MAX $S OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE I SPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY DAY: %�A� DATE: / �� / `� /04 WORK PERIOD: a. /p.m. to REPORT a.m. m. 13 WEATHER: "P-rtY (`ll L)i�EMP. MAX 5-5 OF MIN OF PRECIPITATION: �L - WORK ACCOMPLISHED TODAY: d, d/S U /r!'i 101,1 -mew li P-Invi0 1 VC../ii A-h` /! 014.1 13 J f " -'/7 way-lz-- CONTRACTOR SIGNATURE INVECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT �k DAY: � L DATE: WORK PERIOD: 0am/p.m. to a.m./Cm. WEATHER: C-IFArlf— TEMP. MAX 5'4::;' °F MIN OF PRECIPITATION: 1�le ,� WORK ACCOMPLISHED TODAY: /V DAVS dF q? CONTRACTOR SIGNATURE 139PECTOR SIGNATURE DATE: //— / - ez- DAILY INSPECTION DIARY _ DAY: f ��{�� DATE: %� / 3�/OZ WORK PERIOD: 7 a�/p.m. to REPORT � a.m. p.m� WEATHER: G-10�:1/432 TEMP. MAX OF MIN OF PRECIPITATION: %yVJV,�5— WORK ACCOMPLISHED TODAY: iQ CONTRACTOR SIGNATURE OR SIGNATURE DATE: le - 3 Z---0 DAILY INSPECTION DIARY REPORT DAY: j1� DATE: / /eZ WORK PERIOD: oa-m/P.m. to a.m. /om IA WEATHER: gz4rutv TEMP. MAX 55°F MIN OF PRECIPITATION: ayy /- WORK ACCOMPLIS D TODAY: ��jlifl % o �iev/'6 CONTRACTOR SIGNATURE N CTOR SIGNAT E DATE: 16,'? '-erZ- DAILY INSPECTION DIARY ,REPORT 4� DAY: G(e�'/�/1�y DATE: /d /Z /D WORK PERIOD:.m. to �/M. WEATHER: TEMP. MAX 57o°F MIN OF PRECIPITATION: A� WORK ACCOMPLIS D TODAY: s> re� r ,01c LI% L,,�ILJ CONTRACTOR SIGNATURE I SP CTOR SIGNATURE DATE: lll"- !Z �- d Z DAILY INSPECTION DIARY / REPORT -AY: DATE: f� l2dI�L WORK PERIOD: a.m /p.m. to a.m.. �d k d� _ WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: L/A,&7L WORK ACC O PLISHED TODAY: � 4-.4 fo (�o I1pie, /. � t,.,,11 1�v, fir - - om • u F- CONTRACTOR SIGNATURE 4��NAETOSIGNATURE DATE: , 9 -- -d�_ DAILY INSPECTION DIARY REPORT 'Y: DATE: 412r10Z WORK PERIOD: oa-m/p.m. to �-- a.m. WEATHER�rGr /d Hdy TEMP. MAX _s���F MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: LAU % o4 q% Work-i vi.e CONTRACTOR SIGNATURE / INSYE01FOR S1GNATURE DATE.: )(/ - DAILY INSPECTION DIARY DAY: 77DATE: ��/ / WORK PERIOD: a.t./p.m, t WEATHER: 016ar TEMP. MAX 57,5-°F MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: reS ^l Q YU el2�, i REPORT a.m. I✓ohe, �� y S`s-/ � / 1-vas na i d /6/23Ao2 . CONTRACTOR SIGNATURE ECTOR`'SIGNATURE DATE: le- z7-� DAILY INSPECTION DIARY REPORT DAY: I�VG /1e�' DATE: /D /G J l02 WORK PERIOD: /p.m. to 7 4,.ma /p.m. _r WEATHER: aQv h, TEMP. MAX S %� °F MIN °F PRECCIPPITATION: WORK ACCOMPLISH TODAY: 0-fr ��r,74 Q2S f L' 4. d tt J /- ✓► f )e�,' y r—Tles4e J -r41 ri2es ie e s f I . 4k n�,er-�- iv-►� e� a_/l r/;� ��r r� 1 Sh�l�l�✓ 1falo5ur disp,.f s Wo Gon CONTRACTOR SIGNATURE INSP$YTOR SIGNATURE DATE: �� 3 --�� DAILY INSPECTION DIARY REP .AY: 5 DATE: /0 / (�`WORK PERIOD: a.m /p.m. to a.m. p.m WEATHER: CJf�LiN TEMP. MAX OF MIN OF PRECIPITATION: / Y O Yj6 WORK ACCOMPLISHLD TODAY: .S CONTRACTOR SIGNATURE (lN§`PEcTbk SIGNATURE- DATE:�-- DAILY INSPECTION DIARY REPORT • DAY: �, DATE: %0/S%/Q WORK PERIOD: a. ./p.m. to a.m.//�.m 15 WEATHER: CIJi TEMP. MAX °F MIN °F PRECIPITATION:/an� �/ WORK ACCOMPLISH D TODAY: 3 CONTRACTOR SIGNATURE l IN P OR SIGNATURE DATE: 161- ,�-� DAILY INSPECTION DIARY DAY: dew DATE: WORK PERIOD: Z a.m /p.m. to REPORT # 117 a.m. p.m --/�- WEATHER: / Gs TEMP. MAX OF MIN OF PRECIPITATION: i(Jdv+J— WORK ACCOMPLISHED TODAY: _�I I v �✓ eve r , al � d na �- �; � �� �, � . '5t,l rvCLI,3I- Tr-ar Crh4 ;l-Akr-,-s -A✓' CONTRACTOR SIGNATURE S CTOR SIGNATURE DATE: Id - is- 0 DAILY INSPECTION DIARY TAI u rs� mREPORT DAY: 0 o a.m. � ���m Jv— WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: e, WORK ACCOMPLISHED TODAY: o�-- _ CONTRACTOR SIGNATURE INLPIVTOR SIGNATURE DATE:—/C—��_ Specification for Metallic -Coated Steel Chain Link Fence Fabric 1. Purpose 1.1 The purpose of this specification is to provide a tionally recognized standard of quality for metallic -coated eel chain link fence fabric and when combined with framework and accessory items, as specified in this publica- tion, shall provide a nationally recognized standard of quality for complete fence. 2. Scope 2.1 This specification gives the nomenclature, definition, and general requirements for metallic -coated steel chain link fence fabric and framework for industrial usage, as covered by ASTM A392 or ASTM A491. Residential usage is covered by ASTM F573. 3. Description of Terms 3.1 Chain Link Fence Fabric — A fencing material from steel wire helically wound *and interwoven in such a manner as to provide a continuous mesh without knots or ties except in the form of knuckling or of twisting the ends of the wires to form the selvage of the fabric. 3.2 Knuckling — This term is used to describe the type of selvage obtained by interlocking adjacent pairs of wire ends and then bending the wire ends back into a closed loop. 3.3 Twisting — This term is used to describe the type of selvage obtained by twisting adjacent pairs of wire ends together in a closed helix of 11/2 machine turns, which is equivalent to three full twists, and cutting the wire ends at a sharp angle to provide sharp points. The wire ends beyond the twist shall be at least '/4 inch long. 3.4 Diamond Count — A term used to designate the num- )r of mesh openings in each height of fabric. Requirements 4.1 Materials 4.1.1 Base Metal— The base metal of the fabric shall be a good commercial quality of steel wire of the gages specified in Table I. The wire shall withstand the following breaking loads: No. 6 gage, 2,170 Ibs; No. 9 gage, 1,290 Ibs; No. 11 gage, 850 Ibs; No. 111/2 gage, 750 lbs. The break strength of the wire shall be determined in accordance with the requirements of 5.5.1. 4.1.2 Zinc Coating —The fabric shall be zinc -coated by the hot -dip process after fabrication. The weight of zinc coating shall not be less than 1.2 oz. per sq. ft. of actual surface covered when tested in accordance with 5.5.2. The zinc used for the coating shall conform to the grades specified in ASTM Designation B6 Standard Specification for Slab Zinc. 4.1.3 Aluminum Coating — The wire shall be aluminum coated by the hot -dip process before weaving into the fabric. The weight of aluminum coating for 6 gage and 9 gage shall not be less than 0.40 oz. per sq. it. and for 11 gage shall not be less than 0.35 oz. per sq. ft. of actual surface covered when tested in accordance with 5.5.3. 4.2 Fabric Sizes — The height, diamond count, size of mesh, and wire diameters of chain link fabric shall be as given in Table I. The methods of measurement and tolerances are given in 4.2.1, 4.2.2 and 4.2.3 respectively. 4.2.1 Height of Fabric — The height of the fabric shall be the overall dimension from ends of twists or knuckles. The -'erance of the nominal height shall be plus or minus one h. .2.2 Mesh Sizes — The size of mesh shall be determined uy measuring the minimum clear distance between the wires forming the parallel sides of the mesh, measured in either direction. The tolerance of the size of mesh shall be plus or minus '/a inch. 4.2.3 Wire Diameter — The diameter of the coated wire shall be determined as the average of two readings measured to the nearest 0,001 inch taken at right angles to each other on the straight portion of the parallel sides of the mesh. The tolerance in the diameter of the coated wire shall be plus or minus 0.005 inch. 4.3 Selvage — Fabric 60 inches high and under shall be furnished with knuckling on both selvages. Fabric 72 inches high and over shall be furnished with knuckling on one selvage and twisting on the other. All 13/4 inch mesh fabric shall be furnished with knuckling at both selvages. Special selvages may be specified by the purchaser. 4.4 Workmanship — Chain link fence fabric shall be pro- duced by methods recognized as good commercial practice. The metallic coating shall be applied in a continuous process and shall not be applied to the fabric in roll form. Excessive roughness, blisters, sal ammoniac spots, frozen joints, bruises and flaking shall be noted. These and other obvious defects, if present to any considerable extent, may provide a basis for fabric rejection. 5. Inspection and Testing 5.1 General— The tests given herein are intended primari- ly for use as production tests in conjunction with manufactur- ing processes, inspection methods and with other tests if needed, according to 5.2, so as to insure the conformity of the chain link fabric with the requirements of this specification. 5.2 Production Inspection and Testing — During the proc- ess of manufacture, the manufacturer shall make such inspec- tions and tests as are needed to maintain the quality of the product so as to be consistently in conformity with this speci- fication. The inspection and tests given herein (see 5.3 and 5.5) shall be made regularly during production for all chain link fabric furnished as being in conformity with this specification. 5.3 Inspection — The chain link fabric shall be visually inspected to determine its conformance with the workman- ship, design and dimensional requirements of this standard. 5.4 Sampling — One roll from every 50 rolls or fraction thereof shall be selected at random for test purposes, but in no case shall less than 2 samples be selected from a shipment. The specimens for test purposes shall consist of individual pieces of wire taken from the outside end of the sample rolls. 5.5 Test Procedures 5.5.1 Breaking Strength —The break strength of the fabric shall be determined in accordance with the method described in ASTM Designation E8 Tension Testing of Metallic.Mate- rials, using one specimen from each sample roll. Specimens to establish conformance to this requirement shall constitute individual pickets from a section of the fence fabric of a suffi- cient length so as to measure 15-18 inches after straightening. The straightened portion of the specimen shall be inside the jaws of the tensile testing machine so that the actual test Is performed on the underformed section between the jaws. If fracture takes place, other than between the grips, the test shall be discarded. 5.5.2 Weight of Zinc Coating — The weight of zinc coating on the fabric shall be determined in accordance with the method described in.ASTM Designation A90, using one piece of wire removed from the fabric of each sample roll. 5.5.3 Weight of Aluminum Coating — The weight of alumi- num coating on the fabric shall be determined in accordance with the method described in ASTM Designation A428, using one piece of wire removed from the fabric of each sample roll. 5.5.4 The specimen tested may be of any continuous length over 12 Inches but preferably should be about 24 inches long. 5.6 Noncompliance — If any specimen tested fails to meet the requirements of this specification the roll represented by the specimen shall be rejected and two additional rolls shall be tested, both of which shall meet the requirements in every respect; otherwise the lot represented by the samples may be rejected. 2.13(d)ChL Applicable Documents: The following documents form a part of these specifications to the extent specified herein. Unless otherwise indicated, the issue in effect on date of invitation for bids or request for proposal shall apply. American Society for Testing & Materials (ASTM) Standards: A 90 — Tests for Weight of Coatingg On Zinc - Coated (Galvanized) Iron Or Steel Articles A 120 — Black and Hot -Dipped Zinc -Coated (Galvanized) Welded and Seamless Steel Pipe for Ordinary Use A 121 — Zinc -Coated (Galvanized) Steel Barbed Wire A 123 — Zinc (Hot Galvanized) Coatings On Prod- ucts, Fabricated From Rolled, Pressed and Forged Steel Shapes, Plater, Bars and Strip A 392 — Zinc -Coated Steel Chain Link Fence Fabric A 428 — Tests For Weight of Coating On Alumi- num -Coated Iron or Steel Articles A 491 — Specification for Aluminum -Coated Steel Chain Link Fence Fabric A 570 — Hot Rolled Sheet and Strip, Structural Quality A 572 — High Strength Low -Alloy Columbium - Vanadium Steel of Structural Quality A 585 — Aluminum -Coated Steel Barbed Wire B 6 — Specification for Zinc Metal (Slab Zinc) B 117 — Salt Spray (Fog) Testing D 1735 — Water (Fog) Testing E 8 — Tension Testing of Metallic Materials F 552 — Standard Definitions of Terms Relating to Chain Link Fencing F 567 — Installation of Chain Link Fence F 573 — Residential Zinc -Coated Steel Chain Link Fence Fabric Table I — Fabric Size Gage, Nominal Recommended Size of Coated Diameter Usage Height of Fabric Mesh Wire Coated Wire U.S. 36" 42' 48" 60" 72" 84" 96" 120" 144" Heavy Industrial Diamond 2" 6 0.192' Count 101h 121h 131h 171h 20/h 24/h 271h 341/2 411h Standard Indus- U.S. 36" 42" 48' 60' 72" 84" 96' 120" 144" trial: Heavy Diamond 2" 9 0.148" Residential Count 101/2 121h 131/2 171h 201/2 241/2 271/2 341h 411/x Light Industrial: U.S. 36' 42' 48' 60" 72" 84' Standard Residential Diamond 2" 11 0.120" Count 101h 12lh 141h 17th 201/2 2414 Light U.S. 36" 42" 48' 60" Residential Diamond 1 2 /e" 1 11 /s 0.113" Count 91/2 111/2 1314 161h U.S. 120" 144" Tennis Court Diamond 1 V4" 11 0.120" Count 391h 471h Industrial Steel Specification for Fence Rails, Posts, Gates and Accessories 1. MATERIALS— Posts, gate frames, braces, rails, stretcher be given corrosion protection. The internal coating shall pro - bars, truss rods and tension wire shall be of steel. Gate hinges, tect the metal from corrosion when subjected to the salt spray post caps, barbed wire supporting arms, stretcher bar bands, test of ASTM B-117 for 350 hours with the end point of 5%a Red and other parts shall be of steel, malleable iron, ductile iron or Rust External corrosion. test for Type II post. The external equal except that post tops, rail ends, ties and clips may be of coating on Type II pipe shall protect the steel from corrosion aluminum. when subjected to the following tests: 1.1 Intermediate post shall be Type I or Type II round pipe or 'C' roll formed section conforming to the dimensions and weight shown on Table II. 1.1.1 Type I round post shall be hot dipped galvanized produced to conform with ASTM A-120 standard weight (Schedule 40) except the hydrostatic testing requirement is waived. 1.1.2 Type ll round post shall be manufactured from steel conforming to ASTM A-569, cold rolled, welded and have a minimum tonsile strength of 50,000 psi, given corrosion pro- tection by An exterior triple coating consisting of 1.0 ± 0.1 ounce per square foot zinc, 30 ± 15 micrograms chromate, 0.5 ± 0.2 mils clear polymer coating. The inside surface shall Exposure ASTM Time End Point salt spray (fog) . testing B117 1000 hrs. 1 st Red Rust water (fogy -testing D1735 500 hrs. 1st Red Rust 1.1.3 Formed Steel 'C' Section shall be rolled form steel shapes, produced from ASTM A-570 Grade E and ASTM A-572, Grade 45, and shall be fabricated with zinc coating as per ASTM A-123. 1.2 Terminal posts, braces, rails and gate materials shall be round or square Type I as shown in 1.1.1 or round Type II as shown in 1.1.2 and shall conform to dimensions and weights as shown in Table II. Industrial Steel Specification for Fence Rails, Posts, Gates and Accessories (Continued) ZINC COATING — All steel and iron parts shall be zinc .�)ated by the hot -dipped method, using zinc Grade "E." The weight of zinc coat on Type I rail, post and brace shall have not less than 1.8 ounces per square fool, zinc coating as specified in section 1.1.1. Type II steel rails, post and braces shall have an average weight of not less than 0.90 ounces per square foot as specfied in 1.1.2. Zinc weight shall be determined in accordance with ASTM A-90. 3. GATES — Gates shall be swing or sliding as specified, complete with latches, stops, keepers, hinges, or rollers and roller tracks, and when so specified, with provision for three strands of barbed wire above the fabric. 3.1 Gate Frames shall be constructed of tubular members welded at all corners or assembled with fittings. On steel, welds shall be painted with zinc -based paint. Where corner fittings are used gates shall have truss rods of 5/,e inch mini- mum nominal diameter to prevent sag or twist. Gate leaves shall have vertical intermediate bracing as required, spaced so that no members are more than 8 feet apart. Gate leaves 10 feet or over shall have a horizontal brace or one Via inch minimum diagonal truss rod. When barbed wire top is speci- fied the end members of the gate frames shall be extended one foot above the top horizontal member to which 3 strands of barbed wire, uniformly spaced, shall be attached by use of bands, clips or hook bolts. Dimensions and weights of gate frames shall be as shown in Table If. 3.2 Gate Fabric shall be the same type as used in the fence construction. The fabric shall be attached securely to the gate frame at intervals not exceeding 15 inches. 3.3 Gate Hinges shall be of adequate strength for gate, and with large bearing surfaces for clamping in position. The hing- 'is shall not twist or turn under the action of the gate. The gates tall be capable of being opened and closed easily by one person. 3.4 Gate Latches, Stops and Keepers shall be provided for all gates. Latches shall have a plunger -bar arranged to en- gage the center stop, except that for single gates of openings less than 10 feet wide a forked latch may be provided. Latches shall be arranged for locking. Center stops shall consist of a device arranged to be set in concrete and to engage a plunger bar of the latch of double gates. No stop is required for single gates. Keepers shall consist of a mechanical device for secur- ing the free end of the gate when in the full open position. 4. POST BRACES shall be provided for each gate corner, pull, and end post for use when top rail is omitted or with fabric 6 feet or more in height, and shall consist of a round tubular brace extending to each adjacent line post at approximately midheight of the fabric, and a truss consisting of a rod not less than 5/,6 inch nominal diameter from the line post back to the gate, corner, pull, or end post, with a turnbuckle or other equivalent provision for adjustment. Truss rods may be elimi- nated in any line of fence where there is a continuous center rail. 5. POST TOPS shall consist of ornamental tops or combina- tion tops with barbed-wire supporting arms, as specified. When so specified or when a top rail is to be provided, the top shall be provided with a hole suitable for the through passage of the top rail. The post tops shall fit over the outside of posts and shall exclude moisture from posts. 6. BARBED WIRE SUPPORTING ARMS, when specified to be furnished, shall be at an angle of approximately 45° or vertical as specified, and shall be fitted with clips or other means for attaching three strands of barbed-wire. With 45° ims the top wire shall be approximately twelve inches hori- intally from the fence line and the other wires spaced uni- tormly between the top of the fence fabric and the outside strand. Barbed-wire arm shall be of sufficient strength to with- stand a weight of 250 pounds applied at the outer strand of barbed-wire. Six line barb wire V arm .may be specified if desired. 7. TOP RAILS shall be in lengths not less than 18 feet, and shall be fitted with couplings or swedged for connecting the lengths into a continuous run. The couplings shall be not less than 6 inches long, with .070 minimum wall thickness, and shall allow for expansion and contraction of the rail. Open seam outside sleeves shall be permitted only with a minimum wall thickness of .100 inches. Suitable ties or clips shall be provided in sufficient number for attaching the fabric securely to the top rail at intervals not exceeding 2 feet. Means shall be provided for attaching the top rail to each gate, corner, pull, and end post. Tension wire is required at top of fence if top rail is omitted. See paragraph 11. 8. TENSION BARS shall not be less than 3/,e by 3/4 inch and not be less than 2" shorter than the nominal height of the fabric with which they are to be used. One tension bar shall be provided for each end and gate post, and two for each comer and pull post. 9. TIES OR CLIPS of adequate strength shall be provided in sufficient number for attaching the fabric to all line posts at intervals not exceeding 15 inches; and not exceeding 24 inches when attaching fabric to top rail or tension wire. 10. BANDS OR CLIPS of adequate strength shall be pro- vided in sufficient number for attaching the fabric and stretcher bars to all terminal posts at Intervals not exceeding 15 inches. Tension bands shall be formed from flat or beveled steel and shall have a minimum thickness after galvanizing of 0.078 inch; and minimum width of 3/4 inch for posts 4" O.D. or less; and 0.108 inch thickness by 7/9 inch for posts larger than 4" O.D. Brace bands shall be formed from flat or beveled steel and shall have a minimum thickness of 0.108 inch after galva- nizing; and minimum width of 3/4 inch for post 4" O.D. Standard mill tolerances of ±0.005 inch on thickness and .010 inch on width shall apply — attachment bolts shall be Via x 11/4" galva- nized carriage bolts with nuts. 11. TENSION WIRE shall be Marcelled (spiralled or crimped) #7 gage (.177 in) plus or minus 0.005 inches in diameter. 11.1 Tension Wire Coating. Zinc -coated tension wire shall be Class III (0.80 oz. of zinc per square foot of uncoated wire surface). Aluminum coated tension wire shall have 0.40 oz. of aluminum per square foot of uncoated wire surface. 12 BARBED-WIRE shall consist of two str;finds of twisted wire with 4 point barbs on 5 inch spacing. The following listed barbed wires are recommended for use with chain link fencing: line une Wlre Wire Coatlna Barb' Coallnp' Gage Wel ht Gage we, 121h .80 oz ZN/Ft. Sq. 14 .65 oz ZN/Ft. Sq. 15'h Reverse .50 oz ZN/Ft. Sq. 16 .50 oz ZN/Fl. Sq. Twist 12'h 30 oz AUFt. Sq. 14 Aluminum Alloy 12'h I Aluminum Nlo . - A. ° . Aluminu to - . _:.. •' Zinc -coated barbed wire shall conform to ASTM A-121. Alumi- num -coated barbed wire shall conform to ASTM A-585. 13. INSTALLATION of fencing shall meet the requirements of ASTM Designation F-567 (Part 3). AMERICAN AF FENCE A ASSOCIATION 4 00 s OPTIONAL V OPTIONAL 45' CORNER BARB ARM BARB ARM SIDE VIEW 10" 45' BARB ARM P S. LINE POST;2 Y6 TOP RAIL I r�8 scH yo /O ' MAX 3 STRANDS BARBED WIRE /`/ P7' I61 POST CAP PS. CORNER / END' POST -2% sr H KO FABRIC SELVAGE FABRIC l3AegE� RAIL END P.S. FABRIC TIE 9Ala— BRACE RAIL TENSION BANDP• 7.fNSIONIYX9yBAR X3" .316 TRUSS ROD FABRIC SELVAGE CONCRETE P�AQBi� FRONT VIEW I o,. 6 f ' CHAIN LINK FENCING DETAIL STYLE : TOP RAIL WITH BRACE UNIT, 3 STRANDS BARBED WIRE (CL-11) NOTES: copyright AFA - 1996 CL-11 AMERICAN A F FENCE A0 ASSOCIATION q 00 ARBED 'OST CAP CORNER / END 'OST PENSION BAND TENSION BAR -8 ' CHAIN LINK FENCING DETAIL STYLE . NOTES: felay-r AT PTA L ocs=iJC copyright AF-A - 1996 CL-10 AMERICAN FENCE AFA ASSOCIATION 0 00* �TRLISS ROD —GA FRAME 3 g /a`B SCN 00 IN II II II ......• l I I I I •. •������ ,I •�i II� 111 i•� J • CENTER D.O. .OD ASSEMBLY O. AN APPROVEDCONCRETE -O ABOVELATCH INDUSTRIAL GATE DETAIL STYLE: 12'-24' (3658mm-7315mm) OPENING (CL-39) NOTES: 1. GATE FABRIC TO MATCH FENCE TRUSS ROD IS OPTIONAL PROVIDED GATES ARE CONSTRUCTED WITH PIPE AND WELDS THAT MEET NATIONAL STANDARDS. GATE POST yl, SCH ti0 GATE HINGE TND 6u11DcLTyPE copyright AFA - 1996 CAL-39 %I" -47� GRrf DETAILS _ _ X/ CONTINUOUS j'z O.D. TOP RAILA�EOFRAME f \ �\ / J �. `• ✓.' 0. D. O.D. HINGE POST Z3�3 O.D. TERMINAL ` f /B & CORNER POST y Iy I0. D. LATCH POST. / 1 \' \ 0. D. BRACE-";'q GA. MESH FABRIC �'� 3�g°�r, � '� �/ �'rr•/ ,. •\ �� iyis I t, i, i 61.L/• B�rro«1 �c�oo.S � r+ar= i . 1 I • _ I � T I I � I • I Ib. / CENTER TO CENTER (MAX.) r- �' I � -GATE OPENING \ TIE WIRE — 24" O.C. i TOP RAIL OR BRACE ADJUSTABLE CLAMP 0 LINE 70P FITTING ~ TE METHOD OF TYING CORNER, POST TENSION BAR BAND FABRIC TO TOP RAIL S ,~ rFINISH CONNECTION �i I ' z 3"-" TENSION BAR I� TEELGUARD FENCE STANDARD WEIGHT PIPE AND H-BEAM '40IFIA, 1 0. International Industry Association 3 5/8 hi 24. 7 per [t Sc SECURITY CONTRACTOR SERVICES Part Per Weight 110 Sack Each Size 11301 350, .06 1 3/8" OD 11302 350 .09 1 5/8" OD 11303 250 .10 1 7/8" OD 11304 160 .14 2 3/8" OD 11305 150 .20 2 7/8" OD DOME TOPS Die -Cast Aluminum Price Pressed Steel Part Per Weight No Sack Each Size Price 11601 250 .12 1 3/8" OD 11602 250 .16 1 5/8" OD 11603 250 .21 1 7/8" OD 11604 . , 250 � ".30 2 3/8OD " 11605 250 .40 2 7/8" OD 11608 25 1.00 4" OD Part Per Weight No Sack Each Size 11802 100 .46 1 5/8" OD 11803 100 .53 1 7/8" OD 11804 50 .72 2 3/8" OD 11805 50 .84 2 7/8" OD 11807 50 1.20 3 1/2" OD 11808 25 2.08. 4" OD 11809 25 2.56 4 1/2" OD 11810 10 6.60 6 5/8" OD 11811 5 10.40 8 5/8" OD Cast Iron Price LINE FITTING, PAGE 9 GCS SECURITY CONTRACTOR SERVICES Part Per Weight No Box Each Size 23560 2100 42/N 7 1/2 x 11GA. Steel 23561 1800 36/N 8 112 x 11GA. Steel 23562 1500 30/11 10 1/2 x 11GA. Steel 23563 1100 22/N 14. x 11GA. Steel 23564 1400 28/ll 7 1/2 x 9GA. Steel 23565 1250 25/N 8 1/2 x 9GA. Steel 23566 1200 24/# 10 1/2 x 9GA. Steel 23567 750 15/N 14 x 9GA. Steel FENCE TIES Steel Price FENCE TIES r Aluminum Part Per Weight Price No Box Box Size 23552 3700 47.00 6 1/2 x 9GA. Aluminum ✓' 23553 3100 48.00 8 1/4 x 9GA. Aluminum %,-� 110G RINGS Steel Part Per • 11eight Price No Pound Box Size 23603 133' 50.00 9 GA. Steel ACCESSORIES PAGE 2 Upright Part Per No Sack 13107 40 13108 40 13109 40 12891 25 12892 25 12893 25 %spka SECURITY CONTRACTOR SERVICES Weight Each 2.00 2.25 2.50 1.40 1.50 1.60 450 Size BARB WIRE ARMS Pressed Steel One Piece 1 5/8 x 1 5/8 - -45" 1 7/8 x 1 5/8 - 45° 2 3/8 x 1-5/8 - 450+,� 1 5/8 x 1 5/8 Upright 1 7/8 x 1 5/8 Upright 2 3/8 x 1 5/8 Upright Part Per Weight No Sack Each Size 13121 15 2.75 1 7/8 x 1 5/8 13122 15 3.00 2 3/8 x 1 5/8 Price LINE V ARMS Pressed Steel One Piece Price LINE FITTINGS. PAGE 7 [S- 9 7 SECURITY CONTRACTOR SERVICES Part Ft./ No Pound Size Price 23501 17.05 9 GA. Steel Part Ft./ No Pound Size SMOOTH WIRE SPRING TENSION WIRE Price 23542 11.97 7 GA. Steel BARBED WIRE Part Ft./ Weight No Reel Reel Size Price 13500 1320 80.00 12 1/2 GA. 4 Point Class III Part Ft./ Weight No Coil Coil 13507 50 10.00 13513 50 10.00 RAZOR RIBBON Size Price 18" Diameter 18" Diameter Sharp Shield ACCESSORIES PAGE 3 a BECURITY CONTRACTOR 9ERVICE9 Part Per Weight No Sack Each Size 12601 100 .45 1 3/8 x 6" 12602 50 .62 1 5/8 x 6"✓ 1 rr RAIL SLEEVES Outside Type / INDUSTRIAL TRUSS TIGHTENER Pressed Steel Part Per Weight No Sack Each / 16:01 100 .59 ✓ EYE DOLT With iiut Part Per Weight No Sack Each Size 10731 100 .25 3/8" x 6" 7II II 111 Ilil THREADED TRUSS RODS With Nut Part Per Weight No Bundle Each Size - 17901 25 3.95 10'-6" x 3/8 diameter 17903 2S 4.51 121-0" x 3/8 diameter ✓ L111E rITTINGS Prices subject to change without notice. PAGE 11 2/94 SECURITY CONTRACTOR SERVICES 140!M71MI Part Per Weight No Sack Each Size 12301 500 .13 1 3/8" OD 12302 250 .18 1 5/8" OD Part Per Weight No Sack Each 12506 100 .39 12508 50 .51 RAIL END CUPS Die -Cast Aluminum Price Pressed Steel Size Price 1 5/8" OD 1 7/8" OD Part Per Weight No Sack Each Size 12501 100 .64 1 3/8" OD 12502 100 '.68 1 5/8" OD 12503 50 1.08 1 7/8" OD Cast Iron Price LINE FITTINGS PAGE 10 ESP 3 SECURITY CONTRACTOR SERVICES ARS 3/16" X 5/8" lvanized Part Per Weight No Bundle" Each Size Price 13601 25 1.13 34" 13602 25 1.35 42" 13603 25 1.53 46" 13604 25 1.92 58" 13605 25 2.32 70" TENSION BARS 3/16" X 3/4" Galvanized Part Per Weight No Bundle Each Size Price 13706 25 3.27 82" 13707 25 3.74 94" TENSION BARS 1/4" X 3/4" Galvanized Part Per Weight No. Bundle Each Size Price 13745 25 3.08 58" 13747 25 3.72 70" 13749 25 4.36 82" 13751 25 5.00 94" 13755 25 6.27 118" 13759 25 7.55 142" LINE FITTINGS PAGE 12 SECURITY CONTRACTOR SERVICES REGULAR TENSION BANDS 14 ga. X 3/4" Pressed Steel (Without Bolts) Part Per Weight No Sack Each Size 10101 250 .12 1 3/8" OD 10102 250 .14 1 5/8" OD 10103 250 .16 1 7/8" OD 10104 250 .18 2 3/8" OD 10105 100 .22 2 7/8" OD 10107 100 .26 3 1/2" OD. 10108 100 .29 4" OD 10109 100 .32 4 1/2" OD REGULAR BRACE BANDS 12 ga. X 3/4" Pressed Steel (Without Bolts) Part Per Weight No Sack Each Size 10301 250 .13 1 3/8" OD 10302 250 .15 1 5/8" OD 10303 250 .18 1 7/8" OD 10304 250 :21 2 3/8" OD 10305 100 .26 2 7/8" OD 10307 100 .30 3 1/2" OD 10308 100 .34 4" OD ✓ 10309 100 .38 4 1/2" OD LINE FITTINGS PAGE 2 I F CIS SECURITY CONTRACTOR SERVICES I'� r o, rv,. =t:t- . INDUSTRIAL LATCH ASSEMBLY Pressed Steel Part Per Weight No Sack Each Size 17201 .10 4.80 1 5/8" OD Assy. 17202 10 4.80 1 7/8" OD Assy. 17211 75 .96 1 5/8" OD Guide Only 17212 -75 .96 1 7/8" OD Guide Only 17213 25 1-.56 1 5/8" OD Fork Only 17214 25 1.56 1 7/8" OD Fork Only ✓ 3 i 0 Part Per Weight No Sack Each 16901 10 3.00 16902 10 3.60 16903 20 .35 Size 1 3/8" OD Frame 36" Long 1 3/8" OD Frame 44" Long Guide Only Price RESIDENTIAL LATCH ASSEMBLY Steel Rod, Yoke and Guides Price GATE FITTINGS PAGE 5 spa SECURITY CONTRACTOR SERVICES Part Per Weight No Sack Each Size 15701 10 5.00 2 3/8" x 1 5/8" 15702 10 5.00 2 3/8" x 1 7/8" 15703 10 5.40 2 7/8" x 1 5/8" 15704 10 5.40 2 7/8- x 1 7/8" 15705 10 6.30 4" x 1 5/8" 15706 10 6.30 4' x 1 7/8" 15707 4 13.75 6 5/8" x.1 5/8" 15708 4 13.75 6 5/8" x 1 7/8" 15709 4. 16.25 8 5/8" x 1 5/8" 15710 4 16.25 8 5/8" x 1 7/8" Part Per Weight No Sack Each 15649 10 3.00 15650 10 3.00 15651 10 3.30 15652 10 3.30 15653 10 3.60 15654 10 3.60 15655 10 3.70 15656 10 3.70 15657 10 3.90 15658 10 3.90 15659 4 5.90 15660 4 5.90 Size 2 3/8" x 1 5/8" 2 3/8 x 1 7/8 2 7/8" x 1 5/8" 2 7/8" x 1 7/8" 3 112" x 1 5/8" 3 1/2-" x 1 7/8" 4" 4" x x 1 1 5/8" 7/8"✓ 4 1/2" x 1 9/8" 4 1/2" x 1 7/8" 6 5/8" x 1 5/8" 6 5/8" x 1 7/8" INDUSTRIAL MALLEABLE HINGE Price �Z � =ND115�rT-R(. 6U II SOB. U—BOLT TYPE HINGE Pressed Steel Price GATE FITTING PAGE 3 j=�� I 1111M /A i a p rA ,C H RSAI L r. k Ftt-1 C.E 'I) ETRY t, i N S'TF % l F►T-le' d t u oT ES ,CffAM1IL,E of Low cm-T—xags , Al. 1 E"ATE FEMME rntiTP.giL 1ZF-Trml-S ANp S1PEL%FZ[q'TSOPIs A£E NOT ApoFt[AQ1E Fee THE TYPE OF 5TTt Prw1JXZEO d 31 32 FOUND 1 /2" RESAR r� FOUND BRASS PIN , 4�" - 55T IN CONC. MON. C SET IN CONC, MON. QO , _ .6 -15 �Q�- 1.5' BELOW GRADE 5�3� -: 1:0 BELOW GRADE C.O.R. OW#18G 102'52 , ` " HELD K.C. #6011 MERIDIAN:' -. VISITED FEB. 2002 FAR CALC. POSITION. PER CITY o (P.A.C.E. 666-28.3) SEE R.0.5.o \ 1 _ `VISITED FEB. 2002 ALL DISTA ro f ^I ! SPR/NGBROOK TERRA /� I j J SITE AREA L '� c) "PHIS.BURN� THEREFOREviLOCATION / w i �. a a '. BASED ON f ,, .r o UNLESS 01 � � / I n r 0 1N THE PEF 'n. N v STATION rn o COMPARED.m m 3 %-PAR%C N N ' ' CALIBRATED w' I= M �V .- LOCATION � Fes• < BASED ON.;' . o C--- ou v AFTER :.ADJI ' z :f ; • TRACTS I N o ,v v�i . i;w ui 15:0(�0 ro .;v o a o I fir- n N ADJUSTMEN O. l � N N r Z Z. 1ST Ab'La � "' 'n o 1021.74 I w�f .'.. k.1 ( ` :�. r j z tl LA I � UI t I H O tt T.L. i� gJ700-072U u> o I i • N)D� (NOT A PART P/ LINE LOT 9 3 in S.. 4'/ r.' OF WATERSHED 'i t:�? _,, t" 1 rD + 2>B y 4 ..u,._ o NOT A ' N SE r 2 SURVEYED fN '} o REF.'. N 6 ��Les f o IN PART + o cs.t 1 0 f oO PL o00 �` N8379'33". �� D. R&C .' ' ":ro. '� UN ;+ CAP UNADA . F0 .o S85`40'S1 O r o0 ,. N V -1at1 t L'1- 175 d1 to Z N N w o a, Z 3 L, FOL cn cc R&C 1. 1p i .-I w Y N Z Ln O r L. Po100•: 0126 3 _ N. UNE SPRING6ROOK SPRINGS $.�1� J. �� a ;. WATERSHED PARK AS PER THIS SURVEY +.„j AND REF. NO, 1 f ND. RdcC a• +�- �- co 1 12+86.03 11IL-T iiR��ur►���rr■ ■ ; � w��1�r� •uiri��i�ri�r�rrY -a . �2f�-�pZ MAT'CHLI S' E BELOW N rD J, ru A TAL8 �/ \\ �' j ISPRlh OT ESTATES SW59'48*' 2_22 2.22' 0 & M, S.._494TRH j 136 16' R-3) A 27'1 8'31"W CD All cc N 40 1,36.82' R-1 & CALC. LA C3 YJ va I 0 I'E 102 wt. 38 I- 08"w 90 oo� Ln !lD Ul in (N OT", W -1 Ul 0 LA lo SE35*4p'5fE 37.32 R.1 & CAM SURD + REF, LOT 9 N8.3-i 9pl3 I / / co SPRINGBROOK ACRE �TPACTS CL o + 89".9 N Ln CA Vol- t?, P. 60 00 Ul TL hF� 16& d126 N. LINE WA AS CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor F & H Fence, Co., Inc. Address P.O. Box 1805 City Woodinville State WA Att: Doua Serieant Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 7 Number of working days charged to your contract for the week ending Friday 11/29/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/25/02 Monday Partly Cloudy- 552F - 342F. 1 11 /26/02 Tuesday Cloudy- 539F — 35°F. 1 11/27/02 Wednesday Cloudy-52°F - 35°F. 1 11/28/02 Thursday (Holiday) 11/29/02 Friday (Holiday) Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 3 27 30 CURRENT STATUS Working Days Specified In Contract ..................................... ' Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 30 17 47 32 17 Contractor delivered and installed barbed wire and extension arms t approximately STA. 12+50. Two -man crew was very efficient while on job and le ite se d as dire Ric o no, Project Manager `Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation \ working days \ WORKDAY7 DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor Address City F & H Fence, Co., Inc. Att: Doug Serjeant P.O. Box 1805 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 6 Number of working days charged to your contract for the week ending Friday 11/22/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/18/02 Monday Partly Cloudy- 532F - 342F. 1 11/19/02 Tuesday Cloudy- 502F — 352F. 1 11/20/02 Wednesday Cloudy-512F - 352F. 1 11/21/02 Thursday Cloudy- 502F - 322F. 1 11/22l02 Friday Cloudy - 532F — 332F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 22 27 CURRENT STATUS Working Days Specified In Contract ..................................... Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 30 17 47 27 20 Contractor delivered and installed line posts to approximately STA. 14+50. , Two -man crew was very efficient while on job and left site secured as directed. Rick Mor o, Project Manager 'Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. HAFile Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation \ working days \ WORKDAY6. DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor Address City F & H Fence, Co., Inc. Att: Doug Serjeant P.O. Box 1805 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 5 Number of working days charged to your contract for the week ending Friday 11/15/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/28/02 Monday Partly Cloudy- 559F - 34°F. 1 10/29/02 Tuesday Cloudy- 592F — 35°F. 1 10/30/02 Wednesday Cloudy-57°F - 352F. 1 10/31/02 Thursday Cloudy- 609F - 322F. 1 1/1/02 Friday Cloudy - 512F — 339F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 17 22 CURRENT STATUS Working Days Specified In Contract ..................................... Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: T 17 47 22 25 Contractor delivered and installed line posts to approximately STA. 12+86. Two -man crew was very efficient while on job and left site secured as directed. Rick Mor no roject Manager 'Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\working days\ WORKDAY5. DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor Address City F & H Fence, Co., Inc. 144-f; P.O. Box 1805 1 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 4 Number of working days charged to your contract for the week ending Friday 11/8/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/28/02 Monday Partly Cloudy- 539F - 34°F. 1 10/29/02 Tuesday Cloudy- 55+ — 352F. 1 10/30/02 Wednesday Cloudy- 522F - 35°F. 1 10/31/02 Thursday Clear- 53°F - 32°F. 1 1/1/02 Friday Cloudy - 55°F — 339F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 12 17 CURRENT STATUS Working Days Specified In Contract ..................................... ' Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ "Working Days Remaining .............. I.............................. Summary of Week's Activities: 'Cis 17 47 17 30 Contractor delivered and installed line posts to approximately STA. 5+53. Two -man crew was very efficient while on job and left site secured as directed. ick More o, r sect Manager Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation \ working days \ WORKDAY4. DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor F & H Fence, Co., Inc. W 1. Address P.O. Box 1805 City Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 3 Number of working days charged to your contract for the week ending Friday 11/1/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/28/02 Monday Cloudy- 529F - 34°F. 1 10/29/02 Tuesday Cloudy- 569F — 35°F. 1 10/30/02 Wednesday Patchy Fog- 559F - 359F. 1 10/31/02 Thursday Clear- 579F - 32°F. 1 1/1/02 Friday Partly Cloudy - 562F — 332F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 7 12 CURRENT STATUS Working Days Specified In Contract ..................................... ' Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 17 47 12 35 Contractor cleared a cat path for the intention of hauling material to inaccessible areas of the job site. Sent letter to Renton informing us of anticipat;;Z;/, terls ue to slowdowns at the Port of Seattle. Rick repo roject Manage 'Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\working days \ WORKDAY3.DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor F & H Fence, Co., Inc. povu Address P.O. Box 1805 City Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 2 Number of working days charged to your contract for the week ending Friday 10/25/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/21/02 Monday Cloudy- 639F - 349F. 1 10/22/02 Tuesday Cloudy-629F — 359F. 1 10/23/02 Wednesday Patchy Fog- 599F - 359F. 1 10/24/02 Thursday Clear- 559F - 322F. 1 10/25/02 Friday Partly Cloudy - 579F — 339F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 2 7 CURRENT STATUS Working Days Specified In Contract ..................................... Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 30 17 47 7 .9 Contractor made preparation for mobilization and complete le Ong a bing of the site. ,, Rick y6re,54,Project Manager 'Show only extensions approved by letter from City *'Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\working days\WORKDAY2.DOC CITY OF RENTON DEPARTMENT OF PLANNING/ BUILDING/PUBLIC WORKS UTILITY ENGINEERING (425) 430-7208 1055 South Grady Way, Renton, WA 98055 Contractor Address City F & H Fence, Co., Inc. At; I V P.O. Box 1805 Woodinville State WA Zip 98072 Contract Number Project Name Statement Number CAG-02-120 Springbrook Springs Fencing Installation Project 1 Number of working days charged to your contract for the week ending Friday 10/18/02 Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/14/02 Monday Clear- 552F - 34°F. 10/15/02 Tuesday Clear- 562F — 3YF. 10/16/02 1 Wednesday Clear- 552F - 35°F. 10/17/02 Thursday Clear- 56°F - 32°F. 1 10/18/02 Friday Clear - 552F — 332F 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 2 0 -- CURRENT STATUS Working Days Specified In Contract .................................. Approved Extension of Time ............................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ —Working Days Remaining ............................................. Summary of Week's Activities: 30 17 47 2 45 Contractor made preparation for mobilization and clearin nd grub 'n the site. Rik eno, Project Manager 'Show only extensions approved by letter from City "Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\working days\WORKDAYI.DOC CITY OF RENTON ..LL Jesse Tanner, Mayor October 17, 2002 Doug Serjeant F & H Fence Co., Inc. P.O. Box 1805 Woodinville, WA 98072 Sent via jar (425) 481-3977 Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: NOTICE TO PROCEED - CONTRACT NO. CAG-02-120 CITY OF RENTON CIP PROJECT WTR-27-2980, SPRINGBROOK SPRINGS PROPERTY FENCING INSTALI:ATTON PROJECT Dear Mr. Serjeant: This letter is your official "Notice to Proceed" on the construction contract for the Springbrook Springs property fencing installation project. You are hereby notified to commence work in accordance with the Contract dated October 7, 2002, on or before October 17, 2002, and you are to complete the work within forty-seven (47) working days thereafter. The date of completion of all work is therefore December 27, 2002. Please sign and return one copy of this Notice to Proceed acknowledgment in the enclosed envelope. If you have any questions, please contact me at (425) 430-7208. Sincerely, i t Rick Moreno Project Manger Receipt of this NOTICE TO PROCEED is hereby acknowledged. This 17th d October, 2002 T TOR F & H Fence Co., Inc. By: U>MSerjeant Title: �s -a ��— cc: Abdoul Gafour \\DAEDALUS\SYS2\SHARED\Fi1e Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-298�Springbrook springs Watershed Fencing. inctallatinn\Cnntractnr Cnrre pnnd� 1p nnti�etnprpr�d MC M Wf R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material. 30% post consumer AHEAD OF THE CURVE Monday, October 14, 2002 City of Renton Planning/Building/Public V Renton City Hall - S" Floor 1055 South Grady Way Renton, WA 98055 Attn: Rick Moreno F&H ' FENCE CO. INC. �r P.O. Box 005 I Woodinville, WA98072 State Route 9 S.E., Ste.3 Snohomish, WA98296 / 425�81.4043 36OM 4263 Fax 425-481.3977 ON. MFHFENC1091CG r� Re: Springbrook Springs Watershed RECEIVED OCT 17 2002 CITY OF RENTON UTILITY SYSTEMS We are unable to order any extra material that may be needed until a change order is written. F & H would like to request that the Notice to Proceed be postponed until the impending change order is written. By delaying the NTP until that time will insure that the ordered material can be delivered and the work begun in a timely manner. Sincerely, SENT WITHOUT SIGNATURE FOR IMMEDIATE RESPONSE Doug Serjeant President CITY OF RENTON PRECONSTRUCTION MEETING Springbrook Springs Watershed Fencing Installation Project WTR-27-2980 FIFTH FLOOR CONFERENCE ROOM-521-10:00 A.M. September 30, 2002 PROJECT PERSONNEL AND NUMBERS Rick Moreno, Project Manager 425-430 -7208 Corey Thomas, Fire Department 425-430-2642 '-t Ray Sled, City Shops (Water) 425-235-2646 (7-<'.10 A c ) r"'`- SPECIAL PROJECT CONSIDERATIONS: kw 1. Be careful to keep the debre clearing on the City side of the project. 2. Work hours for work are weekdays, 7:00 AM to 5:00 PM. Work on Saturday by approval only and no Sundays. Construction hours are 7 am to 5 PM Monday through Saturday. Any changes to work hours shall have prior approval from the City of Renton. No work on Sundays or holidays. No equipment shall be on the construction site (in operation) until 7:00 a.m. 3. No use of heavy equipment on site, A bobcat is acceptable for hauling material as required. 4. No construction vehicles on site other than approved by the City. FRANCHISE UTILITIES: The City ownes and maintains 24" storm pipe with easement. FIRE PREVENTION: 1. Maintain access to site at all times. Must be able to support emergency equipment in all types of weather. 5. Call 911 from a land line phone if the water main needs to be shut off (emergency only). All other water mains or valves shut down, call Renton Water Department at 235-2646. 6. Any temporary fuel on -site fuel supplies must be permitted through Fire Prevention. 1`MN0 1. Contractor shall submit a min. of 2 ea. Material submittals for review and approval. 2. Fence materials, shall be paid per callout in construction documents. No additional payments shall be made. 7. Final acceptance shall be after final walk through inspection, adjustment of all structures and approval of as-builts, cost data inventory. BURNETT FAMILY HOUSING PRECON 8. The contractor, as well as the engineer, shall keep as -built drawings. Show all inverts and elevations. All changes shall be shown on as-builts. As-builts shall be per City specifications. For any field changes, if minor, give City a shop drawing (by FAX- 430-7241); if major, need a day or two to review and approve. Field inspector can not give approval in field for construction changes. 1. Good erosion control measures are to be exercised at all times which may include filter fabric. 2. All fencing materials shall be per approved plan. 3. Contractor must notify engineer of any vertical conflict prior to proceeding with construction. Submit a shop drawing for review. GENERAL: 1. Approximate start date is 2. Work hours for work in right-of-way are weekdays, 7 AM to 5:00 PM. Work on Saturday by approval only and no Sundays. 4. Overtime takes special authorization. Pay schedule is $50 per hour for overtime. The City shall cover inspection overtime hours from 3:00 — 5:00 PM. 5. Keep a set of approved by the City drawings and construction documents on -site at all times. Contractors are advised to only use sets of drawings stamped and signed by the City of Renton for constructing utility and transportation improvements. The approved plans do not constitute a fill and grade permit or grant any rights to fill and/or grade outside of the right-of-way. Keep a set of approved drawings on -site at all times. 6. For any field changes: If minor, submit a shop drawing or schematic through the inspector or by FAX- 430-7241. If major, the project engineer should submit drawings and complete justification, information and calculations as applicable to the Plan Review project coordinator. The City will answer by memo or schedule a meeting within two days. 9. Company Logo shall be visibly located on all vehicles on the job site. Sep 23 02 02:37p kim beckman 425 481 3977 p.1 F & H FENCE CO., INC. 425-481-4043 KEY PERSONNEL DOUGLAS SERJEANT CLEARVIEW, WASHINGTON 206-786-7782 PRESIDENT RON BECKMAN MONROE, WASHINGTON 206-786-0359 FOREMAN MIKE GIBBENS CLEARVIEW, WASHINGTON 206-890-8310 FOREMAN Wednesday, August 14, 2 ' F�K I FENCE CO. INC. � P.O.Box Woodinville,WA9 2 I S[At,, oute9S.E.,Ste .3 Snohomish. WA 98296 4254814043 360-6684263 Fix 425481-3977 ' J CONAPHFENC1091CG City of Renton Planning/Building/Public Works Department 11055 South Grady Way Renton, WA 98055 I Re: Springbrook Springs Watershed Property Fencing installation Project Attn: Rick Moreno, Project Manager, Water Utility The following are projects F & H Fence C., Inc. has completed. Newport Way Contractor: Mid -Mountain Contractors, Inc. Owner: City of Bellevue Inspector: Carl Haslam Phone: 425-452-7942 ,�r1,ly -7 Newport Avenue Owner: City of Bellevue Inspector: Carl Haslam Phone: 425-452-7942 1 181h Contractor: DPK, Inc. Owner: City of Bellevue Inspector: Theresa Becker Phone: 425-452-7942 If you have any further questions, please contact our office. Doug Serjeant President T "d LL.BE T Bb SZb uew-){oaq w i -�{ e1 E: 1 1 Zo b i 2nd Jesse Tanner, Mayor 'R August 29, 2002 Doug Serjeant F & H Fence Co., Inc. P. O. Box 1805 Woodinville, WA 98072 CITY OF RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: SPRINGBROOK SPRINGS WATERSHED PROPERTY FENCING AN TyL.ta1TT11".iw1'a" Tf\Tl Vn TT: Tf+ A f• n'1 1, Yi�l1i—LI solu Doug: As a follow up to our phone conversation, the City of Renton has elected to not purchase the property adjacent to the Springbrook Springs Watershed. This results in re -aligning the new fence along the existing City property (see attached map). The project you bid on requires 2,955 feet of fencing, which includes 1,484 feet of fencing along existing City property. The new fence alignment will decrease the total footage from 2,955 feet to 2,770 feet and will enclose the remaining City property. The City will proceed with its recommendation to award this contract upon confirming your willingness to realign the fence line and agree to retain the unit prices of your original bid without alteration. Please sign below and return to Abdoul Gafour, if you accept the realignment of the project fence line, and agree to retain the unit prices of your original bid. If you have further questions, please call Abdoul Gafour at (425) 430-7210. Sincerely, )ick'M2oreno, Water Utility Project Manager cc: Abdoul Gafour, Water Utility Supervisor Larry Warren, City Attorney C;i Doug Serjeant 9 O41-O?-- Date REU G V SEP 19 2002 CUTI ITY S STETON MS H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Wgtrrshed Fencing 1055 South Grady Way - Renton, Washington 98055 i t L: A. r i v IN This paper contains 50 %recycled material. 30 % post consumer AHEAD OF THE CURVE 4L J e Tanner, Mayor September 5, 2002 CITY OF RENTON Planning/Building/PublicWorks Department Gregg Zimmerman P.E., Administrator Q; CW UJi LL S(-vo `(OA -rhc- Doug Serjeant �LK. C�� ��gttC t�j12N 9 F & H Fence Co., Inc. P.O. Box 1805 pt gk h i Lo c71% 1Nw(L ,,4 eE 0aj Woodinville, WA 98072 CSw 1AD -,oCt 102 . Also Sent via fax: 1-(425) 481-3977 on 915102 SUBJECT: Springbrook Springs Watershed Fencing Installation "pocw Dear Doug: The Renton City Council is scheduled to award the subject construction contract to your firm on September 9, 2002 in the total amount of $54,270.80. In order to prepare the contract documents, I am requesting that you provide the following documents to me as soon as possible: • A list of names, addresses, phone numbers and emergency phone numbers for the responsible officer and the on -site job foreman. • A Corporation Letter of Resolution giving the names of those authorized to sign contracts and a sample of their signatures. • A photocopy of your current State Contractor's License (not Master License). • A photocopy of your current City of Renton Business License. • Three Contract Bonds, on City of Renton Forms, UNDATED, (date to be filled in when the contract is signed by the Mayor). • Three signed contracts also UNDATED. The blank forms of the contract are enclosed. • Three Certificates of Insurance for 2002, naming the City of Renton, as additional insured. Samples of certificates of insurance and information forms are attached for reference only. Please return all of the above documents and the signed and undated contracts to me. After our review of the above documents, the contract will be delivered to the Mayor for execution. A final copy will be returned to you. A pre -construction conference will be scheduled as soon as the contract is executed. Please submit the following information before the pre -construction conference. • Contractor's detailed plan of operation and progress schedule, using the critical path method. • Order dates, statement of origin, composition, name of principal suppliers and manufacturer of materials to be used. • Preliminary list of shop drawings and schedule of submittals. Please call me at (425) 430-7208 if you have any questions or need additional information on this contract. Sincerely, % {�J k4_1 / V `' '' Rick Moreno, Project Manager - Water Utility H/Filesys/WTR-2980/Springbrook Springs/Award-letter/ag Enclosures CC: Abdoul Gafour - Water Utility Supervisor 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50% recycled material, 30% post consumer RENTON AHEAD OF THE CURVE 1.0 CITY OF RENTON City Clerk Jesse Tanner, Mayor Bonnie I. Walton RECEIVED SEP 18 2002 CITY OF RENTON UTILITY SYSTEMS September 18, 2002 Doug Serjeant F & H Fence Co., Inc. PO Box 1805 Woodinville, WA 98072 RE: Springbrook Springs Watershed Property Fencing Installation; CAG-02-120 Dear Mr. Serjeant: At its regular meeting of September 16, 2002, the Renton City Council accepted your low bid for the above -referenced project in the amount of $54,270.80. Please contact Rick Moreno, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, undated performance bond, and insurance certificates. Sincerely, Q�ylirt/ Michele Neumann Deputy City Clerk /mn cc: Rick Moreno, Project Manager Margie Schwarz, Business License Accountant 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 ® This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE I co CITY OF RF.NTON ..4 City Clerk Jesse Tanner, Mayor Bonnie [. Walton September 18, 2002 Robert Holmgren SeaWest Construction, Inc. 1819 South Central #109 Kent, WA 98032 RE: Springbrook Springs Watershed Property Fencing Installation; CAG-02-120 Dear Mr. Holmgren: At its regular meeting on September 16, 2002, the Renton City Council accepted the bid submitted by F & H Fence Co., Inc. for the above -referenced project, in the amount of $54,270.80. Thank you for your interest and your bid. Sincerely, Michele Neumann Deputy City Clerk cc: Rick Moreno - Project Manager 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 ® This paper contains 50 % recycled material, 30 % post consumer REIN TON AHEAD OF THE CURVE CITY OF RENTON ..LL Planning/Building/PublicWorks Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator October 1, 2002 Doug Serjeant F & H Fence Co., Inc. P.O. Box 1805 Woodinville, WA 98072 Also Sent via fax: 1-(425) 481-3977 on 1011102 SUBJECT: Springbrook Springs Watershed Fencing Installation Dear Doug: Your request to use a rubber tracked 2810 ASV and an ATV Polaris type vehicle in association with this job has been approved. Please submit the following information before October 7, 2002: Contractor's detailed plan of operation and progress schedule, using the critical path method. • Name of principal suppliers and manufacturer of materials to be used. • Preliminary list of shop drawings and schedule of submittals for (2) 10' swing gates, and framing for storm water pipe crossing. Please call me at (425) 430-7208 if you have any questions or need additional information on this contract. Sincerely, Rick Moreno, Project Manager - Water Utility cc: Abdoul Gafour, Water Utility Supervisor \\DAEDALUS\SYS2\SHARED\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-298�Springbrook springs Watershed Fencing Inctallatinn\PRFCYINRF4PC1N4F rind\RI M If R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30 io post consumer AHEAD OF THE CURVE Oct 14 02 09:33a kim beckman 425 481 3977 P.1 p g F IL H. FENCE CO. INC. " if P.O.Box 58o5 I 1 Monday, October 14, 2002 Woodinvllle,WR98072 ' State Route 9 S.E., Ste. 3 i Snohomish, WA99296 425.481.4043 36U68 4263 City of Renton I! Fax425-481-3977 + Planning/Building/Public o'�Pk�ONAFHFENCiD91CGI,' , Renton City Hall - 511 Floor 1055 South Grady Way Renton, WA 98055 Attn: Rick Moreno Re: Springbrook Springs Watershed We are unable to order any extra material that may be needed until a change order is written. F & H would like to request that the Notice to Proceed be postponed until the impending change order is written. By delaying the NTP until that time will insure that the ordered material can be delivered and the work begun in a timely manner. Sincerely, SENT WITHOUT SIGNATURE FOR IMMEDIATE RESPONSE Doug Serjeant President Thursday, October 10, 2002 City of Renton Planning/Building/Public Works Renton City Hall —5111 Floor 1055 South Grady Way Renton, WA 98055 Dear City of Renton: Attn: Rick Moreno Re: Springbrook Springs Watershed F&x - FENCE CO. INC. Y.O. Box 1805 Woodinville, WA 98072 State Route 9 S.E., Ste. 3 Snohomish, WA 98296 `425.481-4043 360MB 3253 Fax42548139T7 ! CONAFHFENC1091CG Per our discussion this morning between Rick Moreno, Abdoul Gafour and myself the following cost changes are being submitted for approval regarding the change in design for the Security fence. 1. 20' Double Chain Link Gate $1 51 0.00 2. 8'/12' Chain Link Fence per details $24.80 L.F. *** Note: Cost includes all necessary components, additional terminal posts, additional post/bracing at all pipe crossing and Additional labor. See attached fence details. F & H Fence will require an additional 30 working days to complete. Sincerely, SENT WITHOUT SIGNATURE FOR IMMEDIATE RESPONSE Doug Serjeant President T.d LLSE 1Bb SZb uewjaaq wig jss:20 20 01 400 iNAT/I�Yw k ��taCt l�tT�R21_ 1-NS-rpNlA-=ol I t siOPrS C� Q7 D Ln N Nr 11 X�se.T---OMEti 'PUT y S'.DsPrH � mr,PF14prkm am waPF iVP (d oT ES ciiAur F of towcaurL.. "S. AL i FRNATE FfuLC 1 ni:TRRC� ',bE7PSLS ANO 5VpEtiFU-A-lZ NS ACE tNo-r ApA1Z[p(UF. rep_ TkE -r-4PE OF SZTc [,nNmT:roil-4 Pa.oVSOED 0 1 Oct 10 02 02:55p kim Beckman 425 481 3977 p.3 w a D P, 4 pR� V , Dp M IP � � r 6 r� r m Oct 10 02 02:56p kim beckman 425 481 3977 p.4 AW OCT-17-2002 16:11 CITY OF RENTON PBPW 425 430 7241 P.01i01 cf CITY OF RENTON PlanningBuilding/PublicWorks Department RG regg Zimmerman P.E., Administrator 1%c Tanner, Mayor -- — - October 17, 2002 Doug Serjeant F & H Fence Co., Inc- P.O. Box 1805 Woodinville, WA 98072 Serif Wajas (425) 481-3977 SUBJECT: NOTICE TO PROCEED - CONTRACT NO. CAG-02-120 CITY OF RENTON CIF PROJECT WTR-27-2980, SPRINGBROOK SPRINGS PROPERTY FENCING INSTALLATION PROJECT Dear Mr. Serjeant: This letter is your official `Notice to Proceed" on the construction contract for the Springbrook Springs property fencing installation project. You are hereby notified to commence work in accordance with the Contract dated October 7, 2002, on or before October 17, 2002, and you are to complete the work within forty-seven (47) working days thereafter. The date of completion of all work is therefore December 27, 2002. Please sibm and return one copy of this Notice to Proceed acknowledgment in the cncloscd envelope. If you have any questions, please contact me at (425) 430-7208. Sincerely, Rick Moreno Project Manger Receipt of this NOTICE TO PROCEED is hereby acknowledged. This I7th d tober, 2002 OR; & H Fence Co., Inc. By. Serjeant Title: FE /,I t cc AbdouJ 0afour 1u)AEDALUSl5YS25SHAR.EUYi1c SYrAWTA - Drinking WSW thilityWrk-27 - Walet P j-4 MIcsWrik-27-2980 - Springbr k Springs W r.rch-4 E�eiao I.sin I l esdnWCon rrarr..� rctimpari& r1nntlr•rnners�� Mn?/ AoMr RENTON 1055 South Grady Way -Renton, Washington 98055 TOTAL P.01 1-01 LLGE TBb 5Zb uew-loaq wt�{ dOE=21 20 BT 100 CITY OF RENTON A-y . ••+� Planning/Building/PublicWorks Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator October 29, 2002 Doug Serjeant F & H Fence Co., Inc. P. O. Box 1805 Woodinville, WA 98072 SUBJECT: REQUEST FOR REVISED WORK SCHEDULE FOR SPRINGBROOK SPRINGS FENCE PROJECT Doug On October 28, 2002, we received a faxed copy of a letter dated October 25, 2002, from your supplier, Liberty Equipment & Supply Co. This letter mentions an anticipated four - week delay for the delivery of materials for this project due to work slow downs and work stoppage at ports along the West Coast. Our contract currently allows for forty-seven (47) working days, beginning October 17`I' and ending on December 27, 2002. Please provide us with a revised progress schedule reflecting this delay and your anticipated schedule for project completion. If you have further questions, please call me at (425) 430-7208. Sincerely, Rick Moreno, Water Utility Project Manager cc: Abdoul Gatbur. Water Utility supervisor H:\i ilc sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2950 - Springbrook springs Watershed Fencing Installation\Contractor Correspondence\material.doc\RLM\tb R E N T O N 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material. 30 % post consumer AHEAD OF THE CURVE Liberty Equipment & Suppty Co. 206-932-3624 10/29102 01:49P P.001 CO LIBERTY EQUIPMENT NDI USTRIAL MERCIAL & SUPPLY CO. FIRE PR • FIRE PROTECTION PIPE VALVE & FITTING SPEC[ALiSTS October 25, 2002 I= & II Fence PC) Box 1805 Woodinville, WA 98072 Attn: Doug Serjeanr To Whom Tt Nlay Concern: Galvanizcd pipe deliveries have been advcrscly affected by the labor problems associated with work slow downs and work stoppages at ports along the Unitcd Sratc- - West Coast. Most deliveries to us have been dciaycd up to four weeks. The vessel That is Carrying t1le pipe that you have inquircd about should arrive the week of November 4, 2002. It will take one week ro unload the vessel and clear customs, one week to mn.port the product to our pipe yards and 3 to 4 days to complete the cut lists for you- .1 apoligize for any inconvenience this may have caused but The circumstances for this delay were beyond our control. Sincerely, Gary Pass Vice President of Operations Liberty F..quipment and Supply Company r 4100 West Marginal Way SW • P.O. BQx 24848 • Seattle, WA 9812.4 • (206) 682-8700 - Fax (206) 682-8709 z•d LLSE 1Bt, SZt, uew�oaq wt)l dB1=E0 Zo BZ q00 CITY OF RENTON PLANNING/BUILDING/PUBLIC MEMORANDUM WORK CC:'CUIRRENCE _ 4IAL4DAT._ DATE: August 14, 2002 TO: Bonnie Walton, City Clerk FROM: JD Wilson, Acting Water UtilitySupervisor STAFF CONTACT: Rick Moreno, Project Manager (X-7208) SUBJECT: Springbrook Springs Watershed Fencing Installation Project Bids for this project were opened on August 13, 2002. Two responsible, responsive bids were received. The low bid was from F & H Fence Co., Inc. of Woodinville, Washington, in the amount of $54,270.80 including sales tax. No irregularities were found with the low bid. The 2002 budget for this project is $50,000.00 (account#421.000500.018.5960.0034.63.055540). We have had to include additional work on this project that was not anticipated in our original budget. The Water Utility will request Council's approval for re -allocation of funds from other projects to construct this project. We will prepare an issue paper to the Utilities Committee before September 5, 2002. The Planning/Building/Public Works Department recommends that this bid award be referred to the Utilities Committee Meeting of September 5, 2002. Attachement: Bid Tabulation cc: Lys Hornsby Abdoul Gafour Nenita Ching H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Instal lation\bidaward.doc\RLM:If CITY OF RENTON PLANNINGBUILDING[PUBLIC WORKS DEPT. PUBLIC WORKS SECTION PLAN HOLDERS LIST Project Name: g6rit>A- Project Manager: Rleok- Bid Date: R-13-0Z Bid Time: 00 Bid Place: Consultant: AJ/A �/Kaa " Engineer's KEatm;; : $ s'0. CV Tax $ Y, f10 Total $ 5 y, y0 P�, e it Te ephone: yz S` f3 p _ 7z p-26 07-Y f/WLG r Telephone: -/Z.C' y3d- 7ZO6 Name: a, .J ]D- ( c C- Q \11 l vz; i L Mailing Address: 2 iy _/ 1 S-1 S Street Address: r.a-1d, j� City/State/Zip Code: A JS j nj,� ; J p U ly Telephone No. Z Z _ cc- I S _ V S 3 -1 Fax No. 3 _ �31 ^ �((j- Date Received: , vL 3 Z JL Receipt#: Signature: zz Name: V 5.2Ac�..�e j`t rs Mailing Address: Street Address: City/State/Zip Code: Telephone No. (ZS3 Date Received: Signature: ! L'+' I v) r+. SSo-8"7z77 YL C-V'b --X 10�1 Fax No. Receipt#: Name: P,4- }i- re ► a- (At �vi e Mailing Address: Street Address: City/State/Zip Code: (,l 00 A v\J t , W th '1 & % L Telephone No. (4:3S 48 I - go L.3 Fax No. Date Received: Receipt#: Signature: Name: SL-4, M rVi. i A- U, (0 Mailing Address: P (D , d )( 113 Sg Street Address: 0.61 City/State/Zip Code: Ll ht SO Telephone No. ��bp� �S$ _ Zsp Fax No. Date Received: 8 2-pZ Receipt#: Signature: I'LNLIST.DOC/ ' , . l9 C�� CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS DEPT. PUBLIC WORKS SECTION PLAN HOLDERS LIST $_ so. CV Tax $ y, y0 Total $ S y, y0 Project Name: p121t1 6--ao . S 41i 3 Project Manager: R1 Te ephone: yZS oi! Bid Date: Bid Time: .3-'DO Bid Place: M Consultant: 11J114 Telephone: S�ZS yid- Me>6 ,Q��' Engineer's Estmrmle: Name: Oct, Mailing Address: 2 % 0 c7 Street Address: City/State/Zip Code: Telephone No. Date Received: Signature: ----- Fax No. �- ` — Receipt#: Name: Mailing Address: Street Address: City/State/Zip Code: Telephone No. Fax No. Date Received: Receipt#: Signature: Name: Mailing Address: Street Address: _ City/State/Zip Code: Telephone No. Date Received: Signature: Name: Mailing Address: _ Street Address: City/State/Zip Code: Telephone No. Date Received: _ Signature: Fax No. Receipt#: Fax No. Receipt#: I'LNLIST.DOC/ CITY OF RENTON BID TABULATION SHEET PROJECT: Springbrook Springs Watershed Property Fencing Installation; CAG-02-120 DATE: 13-Aug-02 FORMS BID BIDDER Bid Combined Proposal/ Includes8.8%Sales Tax Bond Triple Form F & H Fence Co., Inc. PO Box 1805 Woodinville, WA 98072 ax , ¢z5/4b- -7,q?'7 (K►+M) SeaWest Construction, Inc. 1819 South Central #109 Kent, WA 98032 "NGINEER'S ESTIMATE 1 TOTAL: $59,312.32 LEGEND: Foams: Triple Form: Non-Conusion Affidavit, Anti -Trust Claims, Minimum Wage w •� CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 14, 2002 TO: Bonnie Walton, City Clerk FROM: JD Wilson, Acting Water Utility Supervisor STAFF CONTACT: Rick Moreno, Project Manager (X-7208) SUBJECT: Springbrook Springs Watershed Fencing Installation Project Bids for this project were open on August 13, 2002. Two responsible responsive bids were received. The low bid came from F & H Fence Co., Inc. of Woodinville, Washington in the amount of $54,270.80 including sales tax. No irregularities were found with the low bidder. The Water Utility will request Council's approval for re -application of funds from other projects budgets to construct this project. The 2002 budget for this project is $50,000.00 (account number 421/000500.018.5960.055540). We have had to include additional work on this project that was not anticipated in our original budget. We will prepare an issue paper that will be submitted to the Utilities Committee before September 5, 2002. The Planning/Building/Public Works department recommend that this bid be referred to the Utilities Committee meeting of September 5, 2002. Attachement: Bid Tabulation cc: Lys Hornsby, Abdoul Gafour, Nenita Ching H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Installation\bid award.doc\rlm Project Title: Springbrook Springs Watershed Property Fencing BID DATE: August 13, 1999 E Item l\ No. Description Unit Est. Quantity 1 Mobilization & Demobilization Lump Sum 1 2 Fence Clearing, Grubbing & Tree Removal Lump Sum 1 3 8 ft. Chain Linked Fence Linear Feet 2,955 4 6' Wide Chain Linked Access Gate Each 1 City of Renton Winning Bidder Bidder#2 Engineers Estimate F`& H Fence 'Co ' SeaWest Construction Unit Bid Unit Bid Unit Bid Price Amount Price; :- Amount Price Amount 3,480.00 3,480.00 2,200.00 ' 2,200.00 5,000.00 5,000.00 14,975.00 14,975.00 6,650.00 .6,650.00 14,000.00 14,000.00 12.00 35,460.00 13.75 40;631..25 15.00 44,325.00 600.00 600.00 400:00 40.0.00 900.00 900.00 Subtotal $54,515.00 Subtotal,. ": $49;881.25. Subtotal $64,225.00 Tax $4,797.32 Tax' $41389:55 Tax $5,651.80 Total $59,312.32 Total $54,270.80 Total $69,876.80 T G��•lo,nlnd" �• � 54, ��m Cu,vf 000 '�i o v CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 5, 2002 TO: Toni Nelson, President City Council Members CC: Mayor Jesse Tanner Jay Covington, CAO FROM: Gregg Zimmerm Administrator STAFF CONTACT: Abdoul Gafour (x-7210) SUBJECT: Springbrook Springs Watershed Fencing Installation ISSUE: The Water Utility requests Council's approval of the transfer of $35,000 within the utility's 2002 capital improvement projects budget to cover higher construction cost and additional survey work for the installation of a security fence along the City's watershed. We also recommend that Council award the construction contract for the fence installation to the low bidder, F & H Fence Co., Inc., in the amount of $54,270.80. RECOMMENDATION: • Approval of fund transfer in the amount of $35,000 within the 2002 capital improvement projects budget. This transfer will not increase the overall 2002 budget appropriation. Award the construction contract for the fence installation to the low bidder, F & H Fence Co., Inc. BACKGROUND: In February 2002, the Water Utility requested and received Council's approval to fund $100,000 for the purchase of a three -acre piece of the Gallagher property adjoining the City's Springbrook watershed and to install a security fence along the subject property. The sale price for the property was $50,000 and the estimated cost of the fence was $50,000. In March of 2002, the City Attorney initiated the purchase of the property with an anticipated closing date of July 31, 2002. The City Attorney has recently notified us that new liens were placed on the property and that two adjoining property owners have claimed adverse possession over portions of the Gallagher property. It would take several months to get clear title of the property. September 5, 2002 Page 2 The Water Utility would like to have the fence installed as soon as possible for security reasons; therefore, we recommend that the City not purchase the property. The new fence will be installed along the existing City -owned watershed boundary. We have advertised the fence installation contract for public bidding and received a low bid from F & H Fence Co., Inc., in the amount of $54,270.80. The engineer's estimate is $59,312. The remaining budget for the construction contract is $38,000 since we have expended $12,000 for survey and design work. The Water Utility requests a transfer of $35,000 from the $50,000 approved budget for the property acquisition into the fence construction budget. The additional funds are needed to cover the costs for additional boundary survey, fence installation, staff time and contingency. I VFILESYS/WTR-27-2980/springbrook-springs/issue-paper-02-/AG:If •.4 CONTRACT CHECKLIST STAFF NAME & EXTENSION NUMBER: lyy 7V O X �'/cZ )g . DMSION/DEPARTMENT: ��i�l'tlyV Uj L�r CONTRACT NUMBER: Cad — 1,0 I V TASK ORDER NUMBER (if applicable): CONTRACTOR: F Cz- lll� G . PURPOSE OF CONTRACT: i �6c 1 Y��xs� �..Q,�,t.L- ) M 4,,J l c�� I. LEGAL REVIEW: (Attach letter from City Attorney) 5a, Ae'tLx.tj 2. RISK MANAGEMENT REVIEW FOR INSURANCE: (Attach letter) z-V c, 3. RESPONSE TO LEGAL OR RISK MGMT CONCERNS: (Explain in writing how concerns have been met.) 4. INSURANCE CERTIFICATE AND/OR POLICY: (Attach original) 6" ao"A M 5. CITY BUSINESS LICENSE NUMBER: 'b5.2141 (Call Finance Dept.) 6. ACCOUNTS PAYABLE W-9 VENDOR FORM: (If not already on file with the Finance Dept., make sure the contractor completes a vendor form and submits it to the Finance Dept.) 7. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR/CONSULTANT: (If not, provide explanation) 8. FISCAL IMPACT: A. AMOUNT BUDGETED: (LINE ITEM) (See 9.b)* LOD 1 0 C-) U B. EXPENDITURE REQUIRED: G ji1 2"1 0 9. COUNCIL APPROVAL REQUIRED: (Prepare Agenda Bill): (See Policy and Procedure 250-02) A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: (Refer to Council committee for initial contract approval; place subsequent task orders on Council agenda for concurrence.) B. *FUND TRANSFER REQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) C. SOLE SOURCE CONTRACTS. (Over $20,000 refer to Council committee) 10. DATE OF COUNCIL APPROVAL (if applicable): 11. RESOLUTION NUMBER (If applicable): 12. KEY WORDS FOR CITY CLERK'S INDEX: A. Y 1vxz19rob4- '::,)Pr�� �� C.I- i'rG el�� B. '—'V"e 41!;' C. 1=— 4- is F��l C--t,. Co DC/forms/city/contracts/cklist.doc/LCF Rev:3/02 UTILITIES COMMITTEE COMMITTEE REPORT September 16, 2002 CITY COUNCIL Dated 0 a SPRINGBROOK SPRINGS WATERSHED PROPERTY FENCING INSTALLATION AND ADJUSTMENT OF FUNDS FOR WATER UTILITY CAPITAL IMPROVEMENT PROJECTS (Referred August 19, 2002) The Utilities Committee recommends concurrence in the Planning/Building/Public Works Department's recommendation that Council approve the transfer of $35,000 within the 2002 appropriation of funds for Water Utility capital improvements projects. The additional funding is needed to cover additional property boundary `survey work"and fencing installation costs. The transfer will be from the Springbrook Springs land acquisitio`n`:budget (account no. 421.000500.018.5960.0034.61.055540) to the• Springbrook Springs fence budget (account no. 421.000500.018.5960.0034.63.055540): The Committee further recommends that Council„award the construction ;contract for the Springbrook Springs fencing installation project to the low bidder, F j,& H Fence Co., Inc., in the amount of $54,270.80. R„ 1 Tem Briere Chair Kathy K olker-Wheeler, Vice Chair an y Corman, Member cc: Lys Homsby Abdoul Gafour H/Filesys/Wtr-27-2980/Springbrook Springs Fence/Utility-Committee-Report/AG:lf August 19, 2002 Renton City Council Minutes Page 332 e ree., t e-1 d o,74. 7, ytvDa- CAG: 02-120, Springbrook City Clerk reported bid opening on 8/13/2002 for CAG-02-120, Springbrook Springs Watershed Property Springs Watershed Property Fencing Installation; two bids; engineer's estimate Fencing Installation, F & H $59,312.32; and submitted staff recommendation to award the contract to the Fence Co low bidder, F & H Fence Co., Inc., in the amount of $54,279.80"(budgeted amount $50,000). Refer to Utilities Committee for discussion of funding. Council: Referendum 51 Planning/Building/Public Works Department recommended adoption of a (Statewide Ten -Year resolution in support of Washington State's Referendum 51 (Engrossed Transportation Funding Plan) Substitute Senate Bill 6347), to be placed on the November 2002 ballot, which is for the funding of statewide transportation projects including an SR-167 Corridor Study, improvements to increase capacity of I-405 in Renton, and completion of HOV lanes on SR-167. Council concur. (See page 333 for resolution.) Utility: Sunnydale Surface Water Utility Division requested authorization to use $27,918.08 from Downstream Storm System the Misc./Emergency Storm Projects 421 Account for Change Order #1 to Replacement, Harborside Inc, CAG-02-096, Sunnydale Downstream Storm System Replacement contract, due CAG-02-096 to a change in the site condition that requires the repair of an erosional scar. Council concur. Utility: Aquifer Protection Utility Systems Division submitted proposed amendments to City Code related Code Amendments to aquifer protection which will align the regulations with current aquifer protection priorities. Refer to Utilities Committee. Utility: Maplewood Pump Utility Systems Division requested authorization to use funds in the amount of Station Emergency Roof $40,000 from the Emergency Response Projects Account to contract for the Replacement emergency replacement of the Maplewood Pump Station roof prior to the start of rainy season. Council concur. MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. CORRESPONDENCE A letter was read from Andrea & Bill Smith, 3111 Smithers Ave. S., Renton, Citizen Comment: Smith - 98055, describing an incident involving a vicious dog in their neighborhood, Dangerous Dog Ordinance and asking Council to adopt a dangerous dog ordinance that protects citizens. MOVED BY CLAWSON, SECONDED BY BRIERE, COUNCIL REFER THIS CORRESPONDENCE TO THE PUBLIC SAFETY COMMITTEE. CARRIED. OLD BUSINESS Finance Committee Chair Parker presented a report regarding the Downtown Finance Committee Parking Garage security system installation. The Committee concurred with the CAG: 01-201, Downtown staff recommendation to authorize the Administration to execute a construction Parking Garage, Security change order to CAG-01-201, Downtown Parking Garage construction contract System Installation with E. Kent Halvorson, to install a surveillance/security system. The amount of the change order is $79,157.74. The budget for this change order is $75,000; therefore, $4,157.74 will be used from the project's construction contingency reserve, estimated at $418,000. MOVED BY PARKER, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee Utilities Committee Chair Briere recommended concurrence in the CAG: 00-098, WA City & recommendation of the Planning/Building/Public Works Department that County Pipeline Safety Council approve the amendment for the one-year renewal of the Washington Consortium City and County Pipeline Safety Consortium interlocal agreement (CAG-00- 098), and authorize the Mayor and City Clerk to execute the amendment. September 16, 2002 Renton City Council Minutes Page 357 The Committee recommended that the Council adopt an ordinance that raises the insurance requirements to $250,000, removes certain references to vicious dogs, and changes the current process regarding declaring a dog dangerous. In the event an owner of a dangerous dog cannot meet the insurance requirements and the requirements to secure the dog, the dog will be humanely destroyed. MOVED BY CLAWSON, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT.* Responding to Councilman Corman's inquiry as to why insurance is not required for vicious dogs, Councilman Clawson stated that the Committee did not want to impose insurance requirements for dogs that may have propensities to cause danger to other animals or people but have not demonstrated those actions. *MOTION CARRIED. (See page 360 for ordinance.) Planning & Development Planning and Development Committee Chair Keolker-Wheeler presented a Committee report regarding the 2002 Countywide Planning Policy amendment regarding Planning: Countywide Urban Separators. The Committee met on September 12, 2002, to consider the Planning Policies re Urban proposed designation of Urban Separators in the City of Renton and Renton's Separators Potential Annexation Area. The Committee recommended that the City Council support designation of 118 acres of R-I (Residential Single Family; one dwelling unit per acre) zoned land, and wetland areas within the City as part of Countywide Urban Separator in exchange for removing the Urban Separator Designation from 76 acres located east of Talbot Rd. S. in Renton's Potential Annexation Area. MOVED BY KEOLKER-WHEELER, SECONDED BY PARKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee, Utilities Committee Vice Chair Keolker-Wheeler presented a report regarding CAG 02 120, Spnngbro�olc the Springbrook Springs Watershed property fencing installation project bid FSpra g W6ate� shed operty award and adjustment of funds for Water Utility capital improvement projects. �Fencmg Installation, F„&H The Committee recommended concurrence in the recommendation of the Fence Coy a� Planning/Building/Public Works Department that Council approve the transfer of $35,000 within the 2002 appropriation of funds for Water Utility capital improvement projects. The additional funding is needed to cover additional property boundary survey work and fencing installation costs. The transfer will be from the Springbrook Springs land acquisition budget (account no. 421.000500.018.5960.0034.61.055540) to the Springbrook Springs fence budget (account no. 421.000500.018.5960.0034.63.055540). The Committee further recommended that Council award the construction contract for the Springbrook Springs Watershed property fencing installation project to the low bidder, F & H Fence Co., Inc., in the amount of $54,270.80. MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT 5iliiCARRIED Municipal Court: Passport Councilwoman Keolker-Wheeler distributed information to Councilmembers Services Revenue regarding passport services revenue collected in King County, and noted that the administrative fee collected for each passport application has increased from $15 to $30. Mayor Tanner commented that the Renton District Court has collected $27,064 in revenue so far in 2002, and stated that the City's Municipal Court is reviewing whether offering passport services is feasible. m CITY OF RENTON Office of the City Attorney J e Tanner, Mayor Lawrence J. Warren MEMORANDUM RECEIVE® To: Rick Moreno, Water Utility SEP 2 7 2002 CITY OF RENTON From: Lawrence J. Warren, City Attorney UTILITY SYSTEMS Date: September 25, 2002 Subject: Springbrooks Springs Watershed Fencing Installation Project The contract is approved as to legal form. I would, however, strike the sentence in Section 8 of this standard form contract relating to one year to remedy defects. The City has a much longer period to require remedy of the defects. The standard form contract changed to strike that sentence. LJW:ma. cc: Jay Covington Mike Webby Jim Shepherd Gregg Zimmerman entitled "Contracts Other Than Federal -Aid FHWA" should be Lawrence J. arren Post Office Box 626 - Renton, Washington 98057 - (425) 255-8678 / FAX (425) 255-5474 ® This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: October 1, 2002 TO: Rick Moreno, Utility Systems FROM: Michael R. Webby, HR&RM Administrator SUBJECT: Insurance Review/ F & H Fence Company, Inc. CAG-01-008 Springbrook Springs Fence Installation project I have reviewed the certificate of insurance for the above -mentioned contract. The insurance coverage, provided for this contract, meets the City's risk management requirements. i CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 1, 2002 TO: Bonnie Walton, City Clerk FROM: Abdoul Gafour, Water Utility Supervisor STAFF CONTACT: Rick Moreno, X-7208 A%,,t,/ SUBJECT: F & H Fence Co, Inc. CAG-02-120 We are transmitting the above contract for the Mayor's signature. In response to the City Attorney's comments, we contacted the City Attorney regarding striking the sentence in Section 8 discussing a one-year warranty period. We have agreed to change Section 8 in future contracts, however, this contract was already signed by the contractor and this work does not require the language change. cc: Lys Hornsby Rick Moreno H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-2980 - Springbrook springs Watershed Fencing Instal I ation\clerk. doc\RLM:I f CONTRACT CHECKLIST d STAFF NAME & EXTENSION NUMBER: DIVISION/DEPARTMENT: CONTRACT NUMBER: TASK ORDER NUMBER (if applicable): CONTRACTOR: PURPOSE OF CONTRACT: �� l r��Q���, Fe,.,cC, l v� c" J 1. LEGAL REVIEW: (Attach letter from City Attorney) 3a, GAd'tj--.tj 2. RISK MANAGEMENT REVIEW FOR INSURANCE: (Attach letter) �.. G 6jittj 3. RESPONSE TO LEGAL OR RISK MGMT CONCERNS: (Explain in writing how concerns have been met.) 6" *.t..c, � 4. INSURANCE CERTIFICATE AND/OR POLICY: (Attach original) 5. CITY BUSINESS LICENSE NUMBER: -Z6I'Ll I (Call Finance Dept.) 6. ACCOUNTS PAYABLE W-9 VENDOR FORM: (If not already on file with the Finance Dept., make sure the contractor completes a vendor form and submits it to the Finance Dept.) 7. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR/CONSULTANT: (If not, provide explanation) 8. FISCAL IMPACT: A. AMOUNT BUDGETED: (LINE ITEM) (See 9.b)* Lao r D 0 (-) B. EXPENDITURE REQUIRED: G -z+1 2-7 0 kO 9. COUNCIL APPROVAL REQUIRED: (Prepare Agenda Bill): (See Policy and Procedure 250-02) A. CONTRACT OR TASK ORDER IS $50,000 OR OVER: (Refer to Council committee for initial contract approval; place subsequent task orders on Council agenda for concurrence.) B. *FUND TRANSFER REQUIRED IF CO TRACT EXPENDU IREXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) ( A mu-'6//v (CM t4.1 "liwmU k OA ►re0 q I C. SOLE SOURCE CONTRACTS. (Over $20,000 refer to Council committee) 10. DATE OF COUNCIL APPROVAL (if applicable): 11 — ( (' — O Z 11. RESOLUTION NUMBER (If applicable): 12. KEY WORDS FOR CITY CLERK'S INDEX: A. ' r0rohli, `� { B.Y wed�foa Srs�.5 v C. DC/forms/city/contracts/cklist.doc/LCF Rev:3/02 AP RO , 7) BY � CITY COUNCIL UTILITIES COMMITTEE Date COMMITTEE REPORT September 16, 2002 SPRINGBROOK SPRINGS WATERSHED PROPERTY FENCING INSTALLATION AND ADJUSTMENT OF FUNDS FOR WATER UTILITY CAPITAL IMPROVEMENT PROJECTS (Referred August 19, 2002) The Utilities Committee recommends concurrence in the Planning/Building/Public Works Department's recommendation that Council approve the transfer of $35,000 within the 2002 appropriation of funds for Water Utility capital improvements projects. The additional funding is needed to cover additional property boundary"survey work and fencing installation costs. The transfer will be from the Springbrook Springs land acquisition - budget (account no. 421.000500.018.5960.0034.61.055540) to the Springbrook Springs fence budget (account no. 421.000500.018.5 960.0034.63.05 5 540). The Committee further recommends that Council award -the construction contract for the Springbrook Springs fencing installation project to the low bidder, F & H Fence Co., Inc., in the amount of $54,270.80. 1 Terri Briere Chair Kathy K olker-Wheeler, Vice Chair an y Corman, Member cc: Lys Hornsby Abdoul Gafour H/Filesys/Wtr-27-2980/Springbrook Springs Fen ce/UtiIity-Committee-Report/AG:If August 19, 2002 Renton City Council Minutes Page 332 CAG: 02-120, Springbrook City Clerk reported bid opening on 8/13/2002 for CAG-02-120, Springbrook Springs Watershed Property Springs Watershed Property Fencing Installation; two bids; engineer's estimate Fencing Installation, F & H $59,312.32; and submitted staff recommendation to award the contract to the Fence Co low bidder, F & H Fence Co., Inc., in the amount of:$54;27080 (budgeted amount $50,000). Refer to Utilities Committee for discussion of funding. Council: Referendum 51 Planning/Building/Public Works Department recommended adoption of a (Statewide Ten -Year resolution in support of Washington State's Referendum 51 (Engrossed Transportation Funding Plan) Substitute Senate Bill 6347), to be placed on the November 2002 ballot, which is for the funding of statewide transportation projects including an SR-167 Corridor Study, improvements to increase capacity of I-405 in Renton, and completion of HOV lanes on SR-167. Council concur. (See page 333 for resolution.) Utility: Sunnydale Surface Water Utility Division requested authorization to use $27,918.08 from Downstream Storm System the Misc./Emergency Storm Projects 421 Account for Change Order #1 to Replacement, Harborside Inc, CAG-02-096, Sunnydale Downstream Storm System Replacement contract, due CAG-02-096 to a change in the site condition that requires the repair of an erosional scar. Council concur. Utility: Aquifer Protection Utility Systems Division submitted proposed amendments to City Code related Code Amendments to aquifer protection which will align the regulations with current aquifer protection priorities. Refer to Utilities Committee. Utility: Maplewood Pump Utility Systems Division requested authorization to use funds in the amount of Station Emergency Roof $40,000 from the Emergency Response Projects Account to contract for the Replacement emergency replacement of the Maplewood Pump Station roof prior to the start of rainy season. Council concur. MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. CORRESPONDENCE A letter was read from Andrea & Bill Smith, 3111 Smithers Ave. S., Renton, Citizen Comment: Smith - 98055, describing an incident involving a vicious dog in their neighborhood, Dangerous Dog Ordinance and asking Council to adopt a dangerous dog ordinance that protects citizens. MOVED BY CLAWSON, SECONDED BY BRIERS, COUNCIL REFER THIS CORRESPONDENCE TO THE PUBLIC SAFETY COMMITTEE. CARRIED. OLD BUSINESS Finance Committee Chair Parker presented a report regarding the Downtown Finance Committee Parking Garage security system installation. The Committee concurred with the CAG: 01-201, Downtown staff recommendation to authorize the Administration to execute a construction Parking Garage, Security change order to CAG-01-201, Downtown Parking Garage construction contract System Installation with E. Kent Halvorson, to install a surveillance/security system. The amount of the change order is $79,157.74. The budget for this change order is $75,000; therefore, $4,157.74 will be used from the project's construction contingency reserve, estimated at $418,000. MOVED BY PARKER, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee Utilities Committee Chair Briere recommended concurrence in the CAG: 00-098, WA City & recommendation of the Planning/Building/Public Works Department that County Pipeline Safety Council approve the amendment for the one-year renewal of the Washington Consortium City and County Pipeline Safety Consortium interlocal agreement (CAG-00- 098), and authorize the Mayor and City Clerk to execute the amendment. September 16, 2002 Renton City Council Minutes Page 357 The Committee recommended that the Council adopt an ordinance that raises the insurance requirements to $250,000, removes certain references to vicious dogs, and changes the current process regarding declaring a dog dangerous. In the event an owner of a dangerous dog cannot meet the insurance requirements and the requirements to secure the dog, the dog will be humanely destroyed. MOVED BY CLAWSON, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT.* Responding to Councilman Corman's inquiry as to why insurance is not required for vicious dogs, Councilman Clawson stated that the Committee did not want to impose insurance requirements for dogs that may have propensities to cause danger to other animals or people but have not demonstrated those actions. *MOTION CARRIED. (See page 360 for ordinance.) Planning & Development Planning and Development Committee Chair Keolker-Wheeler presented a Committee report regarding the 2002 Countywide Planning Policy amendment regarding Planning: Countywide Urban Separators. The Committee met on September 12, 2002, to consider the Planning Policies re Urban proposed designation of Urban Separators in the City of Renton and Renton's Separators Potential Annexation Area. The Committee recommended that the City Council support designation of 118 acres of R-1 (Residential Single Family; one dwelling unit per acre) zoned land, and wetland areas within the City as part of Countywide Urban Separator in exchange for removing the Urban Separator Designation from 76 acres located east of Talbot Rd. S. in Renton's Potential Annexation Area. MOVED BY KEOLKER-WHEELER, SECONDED BY PARKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities -Committee __ Utilities Committee Vice Chair Keolker-Wheeler presented a report regarding __ M Y -t rmSFt CAG 02`t120 S.pgbiook : the Springbrook Springs Watershed property fencing installation project bid Spgs;�Waatersled Property award and adjustment of funds for Water Utility capital improvement projects. Fenc ngtInstallation, The Committee recommended concurrence in the recommendation of the , ence'Co : Planning/Building/Public Works Department that Council approve the transfer of $35,000 within the 2002 appropriation of funds for Water Utility capital improvement projects. The additional funding is needed to cover additional property boundary survey work and fencing installation costs. The transfer will be from the Springbrook Springs land acquisition budget (account no. 421.000500.018.5960.0034.61.055540) to the Springbrook Springs fence budget (account no. 421.000500.018.5960.0034.63.055540). The Committee further recommended that Council award the construction contract for the Springbrook Springs Watershed property fencing installation project to the low bidder, F & H Fence Co., Inc., in the amount of $54,270.80. MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. _CARRIED Municipal Court: Passport Councilwoman Keolker-Wheeler distributed information to Councilmembers Services Revenue regarding passport services revenue collected in King County, and noted that the administrative fee collected for each passport application has increased from $15 to $30. Mayor Tanner commented that the Renton District Court has collected $27,064 in revenue so far in 2002, and stated that the City's Municipal Court is reviewing whether offering passport services is feasible. Y o� CITY OF RENTON HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT MEMORANDUM DATE: October 1, 2002 TO: Rick Moreno, Utility Systems FROM: Michael R. Webby, HR&RM Administrator SUBJECT: Insurance Review/ F & H Fence Company, Inc. CAG-01-008 Springbrook Springs Fence Installation project I have reviewed the certificate of insurance for the above -mentioned contract. The insurance coverage, provided for this contract, meets the City's risk management requirements. CITY OF RENTON ..at Office of the City Attorney RJesse Tanner, Mayor Lawrence J. Warren MEMORANDUM RECEIVED To: Rick Moreno, Water Utility SEP 2 7 2002 CITY OF RENTON From: Lawrence J. Warren, City Attorney UTILITY SYSTEMS Date: September 25, 2002 Subject: Springbrooks Springs Watershed Fencing Installation Project The contract is approved as to legal form. I would, however, strike the sentence in Section 8 of this standard form contract relating to one year to remedy defects. The City has a much longer period to require remedy of the defects. The standard form contract entitled "Contracts Other Than Federal -Aid FHWA" should be changed to strike that sentence. C:��LawrenceJ., arren LJW: ma. cc: Jay Covington Mike Webby Jim Shepherd Gregg Zimmerman Post Office Box 626 - Renton, Washington 98057 - (425) 255-8678 / FAX (425) 255-5474 ® This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE iY + fir, O�+ t&lv .0 CITY OF RENTON CITY CLERK DIVISION MEMORANDUM DATE: October 8, 2002 TO: Rick Moreno, x7208 FROM: Rita Andrew, x6513 SUBJECT: CAG-02-120 — Springbrook Springs Watershed Property Fencing Installation The attached original document has been fully executed and is being returned to you. Please transmit the original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Thank you. Enclosures: (1) --- --1 1 - --YJ Cl . I rl'1 HU I u r"KU 9L5 LLb ti (IOS F'. 01 March 6, 2003 To: Rick Moreno City of Renton Water Utility Engineering 1005 So Grady Way Renton, WA 98055 From: Kenneth Wright 10210 SE 196`h ST Renton, WA 98055 Rick, Thank you for your patience regarding a written fix for the problem your fence company has caused to my property. I still cannot believe that the company could have done so much damage after calls to Abdul, yourself and a conversation with the fence installers in the project all assuring me of the respect for my property. As per your request here is what I would like to have done to my property to remedy the damage. Damages to my property: 1) Removal of my fence. 2) Removal of property line pipes and previous survey line markers. 3) Removal of ground cover leaving bare ground exposed to runoff. 4) Removal of trees. 5) Trimming of my trees 5 to 15 feet from your fence on my property. 6) Driving machine over ground cover leaving ruts in ground. Remedy: 1) Move fence on east end of property line and replace my fence with like. 2) Replace ground cover with like or acceptable cover by myself. 3) Replace trees that have been cut down from my property. 4) Replace cut back limbs with like trees. 5) Compensate me for the damages that I might take care of them in the way that I see fit. The damages have contributed to the loss of view through the yard to your fence. In the areas where it is the property of Renton, I have no control and it is their discretion for its use. My concern is the damage to my property and resultant loss of view or seclusion Once again thank you for your patience and I look for your reply. Sincerely, Ken Wright March 6, 2003 To: Rick Moreno City of Renton Water Utility Engineering 1005 So Grady Way Renton, WA 98055 From: Kenneth Wright 10210 SE 196t1i ST Renton, WA 98055 RECEIVE[ MAR 2 0 2003 GITy OFTON -fILITTY R STI scMS Rick, Thank you for your patience regarding a written fix for the problem your fence company has caused to my property. I still cannot believe that the company could have done so much damage after calls to Abdul, yourself and a conversation with the fence installers in the project all assuring me of the respect for my property. As per your request here is what I would like to have done to my property to remedy the damage. Damages to my property: 1) Removal of my fence. 2) Removal of property line pipes and previous survey line markers. 3) Removal of ground cover leaving bare ground exposed to runoff. 4) Removal of trees. 5) Trimming of my trees 5 to 15 feet from your fence on my property. 6) Driving machine over ground cover leaving ruts in ground. Remedy: 1) Move fence on east end of property line and replace my fence with like. 2) Replace ground cover with like or acceptable cover by myself. 3) Replace trees that have been cut down from my property. 4) Replace cut back limbs with like trees. 5) Compensate me for the damages that I might take care of them in the way that I see fit. The damages have contributed to the loss of view through the yard to your fence. In the areas where it is the property of Renton, I have no control and it is their discretion for its use. My concern is the damage to my property and resultant loss of view or seclusion Once again thank you for your patience and I look for your reply. Sincerely, Ken Wright Ip r• mlW.vn 0/0ll Rwy, Imub a wTetl v Y.ia I : e RENTON E 1/2 6-a2-5 9 W w iz s-22-s RFNTON ~ IDN l8P086t! _.�JB1it _ -- 1 2 — .—.--.�. a ST. _p. S.E.. 192N0. ^ —SL. �. _. `J _ — -- .d—•—•y►n—• I I I 1 0• I'1 ; I11 lip •• lU r w concl 3HI F� 2 at°r� I, srJaf» '"jj I o ov 't � LL,...J� 11 1 ■' s I 10 lAc! ac 1 ��----- � / • ° 1. O •� S a. 4-1 i � _ �__ L/1® a I iP. 1Ytg6 i .,.,,. o . N � e • � lit — •\ a . S.e l94TM • S~ er , T 9—�--• 1 OI J 8 OI __ _� ( t/,26 �, , Ac.—.�.. c ��' SP. IDfOfi E T E $ O a I� ' i 11 ulAc. � Ir l•• 6 4TN PL. rook ParkLW _I u ,yam r\ Le -------------------------- SPRING B ACRE CTS f794� 1.f6k.t e9rshed OwOs®® 131Ac. CIA:. n' I �t J SuLwel `+V a t e r isi, h e d t �t STpu E ttta/�� �� P a j ice I, ! le a �t 1 P y e u c 1•1 40 (11 6 a r ot 4 4 = C `I f a $, LillIt / 9 rR s �fi! tl P 3Q W � ;_ E Sicac. b T $ s W W > a B 4 t Ili 1/ u1 9 i PL. 'o c • T *,. L � t G• i c Q 421 MAC. p f _ 1�i (21 � ® R w 7 'n. 1 J 4 1 11 0 If I) f 11 g t Ji _ W j �..�.•� 1 x I l 11r111 �swts° I 1 I I I Y If 2 ] i 2 • . , o , II I 1 I I •'--•-':"='G OT TR 1 •11 O r , 11 1 UI 1i n 11 1 cbj ' CIUII 11 ri (41 /., rT/pfR Iti CT • O I / II - 1•:� 'M lip lil IN IR! • _a H .• 855720015004 855720012001 52205900906 CHIN EDWIN Y+ CHIU SHAO HUA CITY OF RENTON KAMURA JENNI 9641 S 194TH ST 1055 S GRADY WY ,7 S 194TH ST RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 52205930408 CITY OF RENTON 1055 S GRADY WY RENTON WA 98055 338820016008 FREED RONALD 19341 99TH PL S RENTON WA 98055 793100012202 LANPHERE JAMES G+MINH THI 19414 99TH PL S RENTON WA 98055 52205904601 OTANI HOD 19401 102ND S E RENTON WA 98055 52205900708 SUPASATIT PHIRAT+BRENDA J 10308 SE 196TH ST RENTON WA 98055 52205904205 WRIGHT KENNETH+MARY 10210 SOUTHEAST 196TH ST RENTON WA 98055 tirn p ly s 793100012608 CITY OF RENTON 1055 S GRADY WY RENTON WA 98055 793100012004 GALLAGHER DONALD 19225 TALBOT RD S RENTON WA 98055 794120012008 MOEN RAYMOND O+EVELYN 1927198 AV S RENTON WA 98055 794120009004 SCHWARZ JEFFREY L+SUSAN K 19259 98TH AV S RENTON WA 98055 855720016002 TAGGART BRUCE W+CLAUDIA A 9621 S 194TH ST RENTON WA 98055 855720014007 DEGUZMAN ALLAN V 9633 S 194TH ST RENTON WA 98055 855720013009 HO TOMMY 9637 S 194TH ST RENTON WA 98055 855720017000 NGUYEN QUANG T 9615 S 194TH ST RENTON WA 98055 52205908503 SINGH HARCHAND ET AL 13955 INTERURBAN AV S #A TUKWILA WA 98168 794120010002 TRAUTMAN PAMELA J 19263 98TH AV S RENTON WA 98055 0 FOUND BRASS PIN 31 32 FOUND 1 /2" REBAK SET IN CONC, MON. 0- FOUND 6 �5 SET IN CON[. MOH. 1.5' BELOW GRADE Sl3 1.0' BELOW GRADE C.O.R. #1872 102'52 HELD K.C. #6011 VISITED FEB. 2002 FOR CALC. POSITION (P,A.C.E. 666-28.3) f;• VISITED FEB. 2002 I ` I / f---- � ';, SPRINGSROOK TERRACE/� i �� / f-- ff I U I CIE w 4ih: O ,�do CL CN . 1 PARK I I J f , . , � I U o f z TRACTS W o w iri C) r- M kl is r.F:��� , �!•�,. ~:rr{ •� a { . _ -'..i '".dtra }lid.�it2x ;,fii �rr-ice . O 0Z , NI t!1STQI)bJ LJr 3 • :� 1021.74co 0 0 (NOT A PART �, J b `ALINE LOT 9 3 �~ cinn Z �2�' . ' ; OF WATERSH£0) :.; 7. •. A �, }' N o NOT A �. + . (:' SUR VEYED W _ cS PART N p REF: N 6�lt..ES rCiJ f ;;, o 'I o i �' In y. co = + �, N83'19'33" 0. Reef :e �' CAP UNREAOA7t E S5`40'S1 "E' -�. I ow w + 1� m , � t 175.41 Z N A z per.-1�v►Li"..' w I on F�Nr�E 3 � co n :N p D. R&C * ' *y� Fi o wZ Li \ y. ♦4 V% Z T t. P0Jl00;;-0126 N. UNE SPJ NGhkoOK SPRINGS 8�f 13"w�'' ; "c a s,l i cn w WA SHED PARK AS PER THIS SURVEY AND REP. N0. 1 `rND. R&C + 12486.03 i UILr r�r��ur�i��rr�ii�■ �( ` •�� rrt ��ir�����ri�rrrrY lZf�-�p2— MATCHLIN SEC. BELOW. -2 - NOTE: MERIDIAN:' PER CITY SEE R.O.S. ALL DISTA SITE AREA THIS SURV THEREFORE LOCATION BASED ON UNLESS Oi 1N THE P6 STATION. COMPARED CALIBRATE[ LOCATION BASED ON AFTER_ ADJI 15.000 ADJUSTMEN m LA A 0 0 LEGEI SE p PL UN O F01 •A t9 FOL rNn REFS F m ISO "\ _ -- +.r__�r-_ r - -- rrr 1 -� r-- - s--__-_-+_ - ~_ r� __ ` ___- \♦\ I \♦♦ 1 a EASEMENT---* LINE_ N_ _9 ENI_:L -� -I4�0l�11V. I.5.9.35- -++.� - -+ _ ��'+ .. r - - '+~ `` \�� \\~-•--.��,.---_.-.-�� I /r'�-ram r'� � � r � f / rr/� � � r r -�.� _.. _ #._ - ._.. - \ -�~1+ ~ __-�.�_` --_� 1�` \�` r -+~ �r � � 1 r- f'�1 ♦ ' �.21 r/'rr 'i r-' i /" � i _-__w__-_____r_.-__ - '� 69. - 1 -02 - r " _ _ _ - --- ------- r - . _ - - - 90-----�. �.► �� 1.. UO - r•h _ ■�x� II/ ` �_ r•�� _ RAC j,.r+ 1i►��' - + _ir r rOp rr ri~' rrrr `� it _..- r r r r - i 1 p,8 �f17y r rrr - \\ ♦ \� �\ Ti ..fir r r "r rr r�rir rr• r rr r r + i f!" Arr� ''` `\\ aa�♦a \1` �� \♦` � - r - r " 'r r r rr rr rr rr r/ rr //' �� r \ ♦. �\\� \�\ la ���' l+' -1 rir r✓- r,M_ �r �r r1 rrrrr r /r rrr _Q.--_r_ +` �� \ ` 0�1i1 ER-E:RGI_D-l.S_Sa.PATaR & ET. OUT PLAN -- _ .HOC\ (=S.EE�SHEET.S__W-79_. -FOR-DETAILS) - �N z�a _ o-Op� _&E_ P-R'OJE C? � N' '�_�� 24 H.D. P. E . - -SAD R 26 PIPE -2ry-i�98® FOUND 1/2" REBARWTR31 32 (( 2 SET IN CONC. MON. 6 15 1.0' BELOW GRADE Springbrook Springs Watershed HELD K.C. FOR CALC. POSITION. ? Property Fencing Installation Project (P.A.C.E.666-28.3) / 1 \ / TALBOT ESTATES f JI I - av /: IY S86'S9'48"E l \ \ �C `/ / I ^ I - -- -- \ co (fj I (N26'53'53"W o \ HI -PARK I wl w I O I + + rn / I pLn �� O O d z N 7'18'31"w b + + TRACTS in w Iri a I 2 e• N + N a� 0= I 136.82' R.1 \ . O WOOD N r+i / - --- - I & CALC. A FNC. ---/ COcs `� cv 'n o I IR" N w N I ® © ® 6 WOCD FNC e + cD ^ op z z \ I_ 0 1 ,3� S NG COR •. �' S. ® In - + \ 1ST ADD. �' /� 55 SET I w + I I z v r) p J \ ml `538 S8540'51"E 1021.74 `® © ® \ N / S85'40'51 1 08..W �77(=\ / N 3 37.32' R.1 CALC. 90. g3�� T 10 5.9 I o V) ZaN. LINE LOT 9 i Y v a REMOVE EXISTING WIRE FENCE DETAIL #1- SEE 222. 6 w o NOT A BELOW LOT 9 T.L. §793100-0120 (N N � PART '' r N / SPRING13ROOK ACRE TRACTS �INSTALL NEW STANDARD o o cn S85'40'51 "F VOL-2. P. 60 , N83'19'33'"w_ ENTRY CHAIN LINK GATE �i 175. 1 , ICI / - 289.79 13+11.6 START FENCE LINE 2 FT. BEHIND N N / PROPERTY LINE & TIE TO EXISTI FENCE HIGH CHAI K F E to 6 n / 2 FT SETBACK ROPERTY LINE + LO + (TYPICAL) o \ - ± DETAIL #2- SEE V�l O I� 0 iS85'40'51 "EI5. 1 i© 13+11.6 (=666-27.1) C 3 + N O N 0 O <n 14+11.6 MATCHLI ®SEE .6 `\ Spa rh ET RETAINING R WALL o ' I \ ALONG PROPERTY UNE_! \ 8" CONC. RET. WALL 0 ilI- 1 F_ 3.5' UNPLA 15+26.6 1lh1e fr+, � •� ('EA1 � e�11�+l�+1' o + N 1/16 CORNER = Il ag� f jr • o NW CORNER, SW 1/4 CH. LINICe --� FNC. / g' / WOOD / FNC. / 6.0' \ OWN TO RELOCA SL TANK AND 6-" /DECIDUOUS PLANTS 6" DECIDUOUS TO FENCE INSTALL ON � 8 CONC. _ Z. RET. WALL , J� 2. 9' -r �� 7. V ENCROACHMENT DETAIL #1 1" = 40' �d I � fi IK 104 t g 0.Q INSTALL NEW 8' HIGH CHAIN LINK FEN( 2 FT SETBACK BEHIND PROPERTY LINE (TYPICAL) cn © NW 1/4 / NORTH LINE OF THE S.W. 1/4, 16+46 // N.W. 1/4, 5-22 -5. 16+63.46 1 1 d rn z Ci ' O) , w to N I FI N w N 0 <n w z J \ I 1 ~ �U)1 3 I 3 Z HELD K.C. #5815 I, = C.O.R. 1875 6 5 S89'04'21 "E 6 51.6 5 N N N W 0 OV W OD �++ O �I W UNPLA TTED SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF IN , 20_ GORDON S. RECTOR CERTIFICATE NUMBER 11691 T.L. #052205- 9009 REMOVE EXISTING WIRE FENCE WA TER SHED x PC BELOW C G 14+11.E 21.1'"ry MATCHLINE SEE BELOW NOTES: MERIDIAN: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE; NA.D. 83/91 PER CITY OF RENTON & KING COUNTY CONTROL POINTS. SEE R.O.S. BY MULLEN IN VOL. 39. P. 250 FOR ADDITIONAL SUBDIVISION DATA. ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. SITE AREA: N/A THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE LOCATION AND DESCRIPTION OF ALI. SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING____FEBRUARY 2002 UNLESS OTHERWISE INDICATED. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS. THE RELATIVE LOCATION OF AIL SURVEY MONUMENTS AND MARKERS SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, IS EOUAL TO OR BETTER THAN 1 PART IN _ 15 000 THE METHOD OF ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. FOUND CORNER LEGEND y%J (.E Z`s8N New -frr,,c.G Ime A!►gnr►u»f zP0 - *rift/ R,7 FT, or,g m cf lxd 4nee. /,;c,e /, ,gym of pp 6" DECID. 6" DECID. ?o �c% p0r�►4G ENCROACHMENT DETAIL #2 1" = 40' x OLD WIRE FNC. 0.1'-2.0'S. OF PA S89'04'21 "E N OD 00 O p 0 0 T.L. #052205- 9304 PARK RECORDER'S - AUDITOR'S CERTIFICATE NO. FILED FOR THIS DAY OF 20_ AT M IN SURVEY VOL. AT PAGE AT THE REQUEST OF PENHALLEGON ASSOC., INC. 11891 "''L I.ATro SUPT. OF RECORDS -AUDITOR MGR. -DEPUTY AUDITOR w��se lI/28/zooz "31 32 6 NOTE: HELD MULLEN SUB. (R.1) ,y AND REVOLVED TO NAD 83/91 A� A� • moo. 9 0 1 /16 COR. NE COR., SW 1/4. O l NW 1/4 _Sw000000� F, 651.65 : N N pNj V OD + + + + N M O p 0 0 0 0 END FENCE LINE 'C 0 TIE TO EXISTING FENCE tiQ UNPLATTED 1z m D 8-' S8 569 L� Ag/ m / 1 u1 I N I N � I 1 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STREET SOUTH SUITE 200 KnUCLAND. WA 98033 (206) 827-2014 MAP CHK. , REVISIONS: PT. I.D. PT. DESCRIPTION LOCATION A FOUND 5/8" IRON PIN & CAP LS #28405 ON LINE B FOUND 5/8- IRON PIN & CAP LS #28405 0.07' NORTH C FOUND 5/8- IRON PIN & CAP LS #28405 0.17' NORTH D FOUND 5/8" IRON P'N & CAP LS #28405 ON LINE E FOUND 1/2" IRON P.N & CAP LS #16661 0.04' NORTH F FOUND 1/2" IRON PIN & CAP LS #16661 0.13' NORTH G FOUND 1/2" IRON PIN & CAP LS #16661 0.15' NORTH H FOUND 5/8" IRON PIN & CAP LS #16208 ON LINE I FOUND 1/2" IRON PIN & CAP LS #18898 0.11' NORTH J FOUND 1/2" IRON P;N & CAP LS #18898 0.30' EAST K FOUND 1/2" IRON PIN & CAP LS #18898 0.18' EAST I- rot imn 1" IRf1N PIP. n 4' AA0VF C R A 0 F 1.1' WEST M FOUND 5/8" IRON i',A & CAP LS #18913 1.0' SOUTH N FOUND 5/8" IRON PIN & CAP LS #18913 0.30' SOUTH 0 FOUND 5/8" IRON PIN & CAP LS #18913 0.38' SOUTH P FOUND 5/8- IRON PIN & CAP LS #18913 ON LINE 4 TE: LOCATIONS OF FOUND POINTS ARE RELATIVE TO PROPERTY S AS SURVEYED `I- GEND SET 5/8" IRON REBAR W/ YELLOW ■p PLASTIC CAP STAMPED L.S. #11691 UNLESS OTHERWISE STATED. O FOUND IRON PIN AND CAP AS NOTED FOUND CASED MONUMENT -- - -- CENTER LINES PROPERTY LINES AS SURVEYED RIGHT-OF-WAY LINES - - PLAT LINES / PROPERTY LINES - - - SUBDIVISION LINES o CHAIN LINK FENCE x WIRE FENCE o WOOD FENCE REFERENCE DA TA REF. #1) RECORD OF SURVEY BY MULLEN VOL. 39, P. 250. REF. #2) RECORD OF SURVEY BY MULLEN VOL. 41, P. 167. REF. #3) PLAT OF TALBOT ESTATES VOL. 172, P. 1-3. REF. #4) PLAT OF SPRINGBROOK TERRACE VOL. 131, P. 55-58. REF. #5) PLAT OF HIPARK TRACTS 1ST ADD. VOL. 74, P. 12. LS #18913 = MULLEN LS #18898 = JONNY E. CRAMER PROPERTY DESCRIPTIONS KING COUNTY TAX PARCEL NO. 793100-0120. KING COUNTY TAX PARCEL N0, 052205-9009. KING COUNTY TAX PARCEL NO. 052205-9304. DECLARATION: I HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BYPENHALLEGON ASSOC. INC.. UNDER MY SUPERVISION: AND THAT THE DIMENSIONSAND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELDIDENTIFIED AND LOCATED UNLESS OTHERWISE NOTED. CORDONS. RECTOR - P.L.S. #11691 DATE RECORD OF SURVEY FOR CITY OF RENTON PORTION OF: SE 114 & SW 1/4, TWP. 22N., RANGE 5E., W.M. DRAWN BY: SCALE FIELD BOOK FIELD CREW DAY- PROJECT NO. JF W 1" = 100' 666 DF/BD 04/11 /02 02240.10 WTR 27 2980 3, ! 32 FOUND 1/2' REBAR 31 2 SET IN CONC. MON. 6 •15 1.0' BELOW GRADE Springbrook Springs Watershed HELD K.C. #6011 -y FOR CALC. POSITION. r Property Fencing Installation Project (P.A.C.E.666-28.3) I / TALBOT ESTATES r- JSPRINGBR00K TERRACv I "E wS86'59'48 r I rc O -S _194TH ST.�� �- / - - 0 - CIO 11N26-53'53"W Ir 36.16' R.3) \ 0 I. HI -PARK I I I � �I N27'18'31"W b + + + I O Ip� 0 `� v z TRACTS w 136.82' R.1 \ 8' N N Ln + (O 0D 0 Mj I & CALC. WOOD -_ / co / `O - - I N N I -- O' FNC ® © 6'WDOO FNC. / ro N ,�> 00 00 I -'rr c`-v Ccli 14 / / • 1 \ S NG ® CDR . 3' S�51 I i `n O Z Z \ 1 O 1 m I I N�2 �9.55 SET �* / \ 1ST ADD.N75• S85'4�® © ) I N - J� S85'40'51"E \ 38,08"Iy 1021.74 r ® \ / c1J C) 37.32' R.1 & CALC. 90.83� - FNC. (POOR �- 10 5.9 `' V) 3 CONDITION) N. LINE LOT 9 ��J 0 Z DETAIL #1- SEE 222 s 'w REMOVE EXISTING WIRE FENCE o NOT A Y N / BELOW LOT 9 T-L. 7931 - / / \ # DO 0120 N N PART / SPRINGBROOK ACRE TRACTS INSTALL NEW STANDARD � 0 N83'19' S85'40'51 "E ! VOL 1z R 60 --- _� � 33"W ENTRY CHAIN LINK GATE (D� 175. 1 289.79 _ rO 13+11.6 / START FENCE LINE 2 FT. BEHIND INSTALL NEW 8' HIGH CHAT K -FEN E N / PROPERTY LINE &TIE TO EXISTI FENCE 2 FT SETBACK BEHI ROPERTY LINE a + (TYPICAL) to �. + + 0 a DETAIL jj2- SEEN c`r BELOW 0 OWN TO RELOCATE RESET RETAINING WALL -- ST L TANK AND 14+11.E \ ALONG PROPERTY'f1F]E 6,", nFrIDI!®UIZ DI ANTC '2;'1 IOR TO FENCE INSTALLATION \ 8- CONC. \ MATCHLINE SEE BELOW RE T. WALL o N OIL / O S85'40'51 "E - 175. 1 '.0 13+11.6 (=666-27.1) N � + N O N 0 0 \\ 14+11.6 c 3.5' ' 21.3' 1 8" CONC. 6 P= 11 RET. WALL I A CH. LIN� - FNC. / MATCHLINE SEE ABOVE - 15+26.6 UNPLA TTED 15+26.6 00 cam•, 1/16 CORNER = O NW CORNER, SW 1/4 uN 'Q NW 1/4 6�..Q- WOOD i FNC. J � 6. 0' ENCROACHMENT DETAIL #1 1"=40' 7.1' INSTALL NEW 8' HIGH CHAIN LINK FENCE 2 FT SETBACK BEHIND PROPERTY LINE (TYPICAL) 16+46 NORTH LINE OF THE S.W. 1/4, 16+63.46 N.W. 1/4. 5-22--5. I I I st (r \ rn z (V Q, I w ui N I N N o I tn w z .r J I I � I V 3 I � z HELD K.C. #5815 = C.O.R. 1875 6 5 S89'04'2� 1-� �"--�65." 6560 to .,�1_'� N + N N W w 0 v + + + + cn v, v w w w W (A fs UNPLA TTED T.L. §052205- 9009 REMOVE EXISTING WIRE FENCE x out, UNPLA TIED x OLD WIRE FNC. x 0.1'- 2.0' S. OF PA S89'04' 21 "E N N + + OD OD O 0 O 0 T.L. #052205- 9304 I WA TERSHED = PARK I SURVEYORS CERTIFICATE RECORDER'S - AUDITOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY of I '1 ME OR UNDER MY DIRECTION IN CONFORMANCE WITH NO. �r �� 7 THE REQUIREMENTS OF THE SURVEY RECORDING ACT FILED FOR THIS DAY OF 20_ °a AT THE REQUEST OF IN 20_ AT M IN SURVEY VOL AT PAGE AT THE REQUEST OF PENHALLEGON ASSOC., INC. ,p�11891 GORDON S. RECTOR CERTIFICATE NUMBER 11691 SUPT. OF RECORDS -AUDITOR MGR. - CEPUTY AUDITOR > 11/26/9002 1 k32 6 NOTE: HELD MULLEN SUB. (R.1) AND REVOLVED TO NAD 83/91 I 4, VS" sr N 9• �0, �8 qo Cl. I 0 651.65 ter/ tT + + N + O Of + O O cn 0 0 O L END FENCE LINE �D pp TIE TO EXISTING FENCE U 5 UNPLA TTED 65 � s6, 1 /16 COR. NE COR., SW 1/4, NW 1/4 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SDCTH STREET SOUTH SUITE 200 KnUCLAND, WA 98033 (206) 827-2014 MAP CHK, REVISIONS NOTES: MERIDIAN: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE; NA.D. 83/91 PER CITY OF RENTON & KING COUNTY CONTROL POINTS. SEE R.O.S. BY MULLEN IN VOL. 39. P. 250 FOR ADDITIONAL SUBDIVISION DATA. ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. SITE AREA: N/A THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING-__-FEBRUA_RY 2002 UNLESS OTHERWISE INDICATED. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 7" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS. THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS SHOWN ON THIS MAP ARE' BASED ON A CLOSED LOOP FIELD TRAVERSE. THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, IS EQUAL TO OR BETTER THAN 1 PART IN __15000___, THE METHOD OF ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. FOUND CORNER L[.GEND PT. I.D. PT. DESCRIPTION LOCATION A FOUND 5/8" IRON PIN & CAP LS 128405 ON LINE B FOUND 5/8- IRON PIN & CAP LS #28405 0.07' NORTH C FOUND 5/8- IRON PIN & CAP LS 128405 0.17' NORTH D FOUND 5/8- IRON PIN & CAP LS #28405 ON LINE_ E FOUND 1/2- IRON PIN & CAP LS #16661 0.04' NORTH 0.13' NORTH F FOUND 1/2" IRON PIN & CAP LS #16661 G FOUND 1/2- IRON PIN & CAP LS #16661 0.15' NORTH H FOUND 5/8- IRON PIN & CAP LS #16208 ON LINE I FOUND 1/2" IRON P:N & CAP LS #18898 0.11' NORTH J FOUND 1/2" IRON PIN & CAP LS #18898 0.30' EAST 0.18' EAST 1.1' WEST 1.0' SOUTH K FOUND 1/2" IRON PIA & CAP LS #18898 L 1 1- IpnN PIP O.G' ABO`'E GRADE M FOUND 5/8- IRON PIN & CAP LS #18913 N FOUND 5/8" IRON PIN & CAP LS #18913 0.30' SOUTH 0 FOUND 5/8" IRON PIN & CAP LS #18913 0.38' SOUTH P IFOUND 5/8" IRON PIN & CAP LS 118913 ON LINE NOTE: LOCATIONS OF FOUND POINTS ARE RELATIVE LINES AS SURVEYED TO PROPERTY 1 F_(`F_Nln SET 5/8" IRON REBAR W/ YELLOW QQ PLASTIC CAP STAMPED LS. #11691 UNLESS OTHERWISE STATED. O FOUND IRON PIN AND CAP AS NOTED FOUND CASED MONUMENT - -- - --- CENTER LINES PROPERTY LINES AS SURVEYED RIGHT-OF-WAY LINES PLAT LINES / PROPERTY LINES - - - SUBDIVISION LINES O CHAIN LINK FENCE x WIRE FENCE o WOOD FENCE REFERENCE DATA REF. #1) RECORD OF SURVEY BY MULLEN VOL. 39, P. 250. REF. #2) RECORD OF SURVEY BY MULLEN VOL. 41, P. 167. REF. #3) PLAT OF TALBOT ESTATES VOL. 172. P. 1-3. REF. #4) PLAT OF SPRINGBROOK TERRACE VOL 131, P. 55-58. REF. #5) PLAT OF HIPARK TRACTS 1ST ADD. VOL. 74, P. 12. LS #18913 = MULLEN LS #18898 = JONNY E. CRAMER PROPERTY DESCRIPTIONS KING COUNTY TAX PARCEL NO. 793100-0120. KING COUNTY TAX PARCEL NO. 052205-9009. KING COUNTY TAX PARCEL NO. 052205-9304. DECLARATION: I HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BYPENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONSAND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELDIDENTIFIED AND LOCATED UNLESS OTHERWISE NOTED. GORDON S. RECTOR - P.L.S. �11691 DATE RECORD OF SURVEY FOR CITY OF RENTON PORTION OF: SE 1/4 & SW 1/4, TWP. 22N., RANGE 5E., W.M. DRAWN BY: SCALE: FIELD BOOK FIELD CREW DATE I PROJECT NO. JFW 1" = 100' 666 DF/BD 04/11 /02 02240.10 io RECORD OF SUR VEY FOR DONALD J. GALLA GER IN THE NE 1141 OF THE NE ; 114 OF SEC. 6, T.. 22 N., R. 5 E., X.. Af , KING COUNTY, TYA SHINGTON NW CORNER SEC. 6, T. 22 N., rFOUNQ _ _ _ _ _ _ _ _ N88%2%'05" Nr _ 26> 6. 38' _ 3 31 R. 5 E. W. M. FOUND CONC. MON. W/ 3/8" DIA. STEEL MON. IN CASE NORTH LINE OF THE NW CORNER PLUG (NO PUNCH MARK CAP & "X" OF SEC. 6, T.22 N., R. 5 E., W.M. 1.5' BENEATH NLY EDGARK ®OF GRAVEL DRIVE ORNER N., R. 5 E., W. M. f SET 1/2" REBAR W/ CAP " 1889T to c ti CENTERLINE FOUND CONC. MON. IN CASE W/ 3/ 16" BRASS PIN 0.75' BENEATH ROADWAY „ N1 ELEVATION OF BRASS PIN = 1 rr' l U 1 204.66 (TBM) 1 ' I ACT 4 i r l I I EAST LINE OF THE I i NORTHWEST CORNER r ( ►� I SEC. 6, T.22 N., R. 5 E, W.M. I �r r $L0 I C� I I � i r w I WWI I Q, in i 4 I I M r I ZZ) 1 25 25 (" FOUND CONC. MON IN CASE I M BENS TH GROUND 16- R PIN 0.715' I ! / �MON. SLOPES FROM SE r 7 , 0 NW +/- 0.109 IFWUND=CAPn5"REBAR 1 45' \ 3"E 195.03/� ' i \� I �0� i 175.41 J�v I I I 222pP I 40, ,. N PHA .411 0 _ N A 190 � �J \ ind SHED do ASPHALT ENCROACH P/L SEE DETAIL SKETCH I SET 1/2" REBAR W/ CAP " 18898" 10 r / L O <o O P O? ?/ co ---------- ----- R� i 71.31 ' I S78.21 Op S� . ASPHALT -to cn 7` `36 34 , SET'` 1,12 REBAR '" �r1 i CA w n 104 26 37' c I 30.56' I I I I DETAIL SKETCH I N.T.S. I L---�----------- - - - - - I � iA�,( FL 18898 (O �S)S 7 SOUTH 192ND STREET N � w Q 00 w O pJ SOUTH 2O0TH STREET VICINITY SKETCH N. T. S. a ti CO rn SITE GRAPHIC SCALE 1"-50' 0 50 100 150 BASIS OF BEARING• BEARINGS SHOWN HEREON ARE BASED UOPN THE EAST LINE OF ,SEC. 6, T. 22 N., R. 5 E., W.M., AS SHOWN ON THE PLAT OF HI -PARK TRACTS - 1st ADDITION", RECORDED IN VOLUME 74 OF PLATS, PAGE 12, KING COUNTY RECORDS. VERTICAL DA TUH- ELEVATIONS SHOWN HEREON ARE BASED ON A TEMPORARY BENCH MARK: BRASS PIN IN CONC. MON. IN CASE, 290.44' NORTH OF PROPERTY. EL. = 204.66 LEGAL DESCRIPTION.' THAT PORTION OF TRACT 9 OF SPRING BROOK ACRE TRACTS (RECORDED IN VOLUME 12 OF PLATS, PAGE 60, KING COUNTY RECORDS) LYING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 9, THENCE SO'23'32"W ALONG THE EAST SIDE 271.50 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE: THENCE N78'21 '42"W 336.34 FEET, THENCE N26'09'56" W 106.78 FEET, THENCE N83'20'02W 280.79 FEET; THENCE N70'34'46"W 222.76 FEET; THENCE N75'38'37"W 190.83- FEET; THENCE N72'1I'44"W 139.55 FEET TO THE NORTH LINE OF SAID TRACT 9, AND THE TERMINUS OF THIS DESCRIBED LINE; EXCEPT PORTIONS OF THE REMAINDER THEREOF, IF ANY, LYING WITHIN THE CITY OF RENTON WATER WORKS AND ROAD RIGHT-OF-WAY AS FILED IN VOLUME 1516 OF DEEDS, PAGE 198, RECORDS OF KING COUNTY. INSTRUMENI USED: NIKON TOPGUN AIOLG METHOD: TRAVERSE EX R{�EQUIREMENTS OF WAG. 332-1 INDEXING DATA: NE 1 4 . NE 1/1/. SEC. 6. T.22N.. R.6E., W o m w Q . U ,� O LA- F— �. c 0 W U W VI N J fY ~ o LLJ � z 0 W W LL i Lai Q O o Z U. (7 W W o CL 0 a a a m W >- W mWS W � W Q a= Q �3Q W U �ZZ V, QOw ouo LL J W ZOZ�J NUW� a U W cx—M w cN U Z Ui o- co uo0a,12)Nv U�z``�r- ul '' W VCL CxWO~ Q p W F' O cJ Z N D N�aa< O -1 MIX W W Z F-Ocr- cx S rn CN M M H o 00 0 W a m 3 0 Q c c v w w o 0- Y O 0o r- o _ N � � N o WDo V) L. u J N W W V1 W L) V)) Q M 04 Z (� imrn o t- Z o0 (-A FOUND CONC. MON. IN CASE W/ 3" BRASS CAP & "x" W/ PUNCH MARK " NORTH 114 CORNER SEC. 6, T.22 N., R. 5 E., W.M. SET 1 /2" REBAR RECORD OF ,S'UR VEY FOR D0IVALD J. CALLACER IN THE NE 114, OF THE NE, 114 OF ,SEC. 6, T. ,22, X. R. 5 E., TY. H. , KING COUNTY, ffAr SHINCTON NW CORNER SEC. 6 T.22 N., N88027'05" lY 2616. 38' 36 31 R. 5 E., W.M. FOUND CONC. MON. NORTH LINE 0'c- THE NW CORNER W/ 3/8" DIA. STEEL PLUG NO PUNCH MARK OF SEC. 6, T.?2 N., R. 5 E., W.M. 1.5' B NEATH NLY EDGE OF GRAVEL DRIVE FOUND CONC. MON. IN CASE W/ 3/ 16" BRASS PIN 0.75' BENEATH ROADWAY N ELEVATION OF BRASS PIN 204.66 (TBM) I I J y I,0 1 r� � �`',,> Q 1=11� c� IEAST LINE OF THE I NORTHWEST CORNER J I I SEC. 6, T.22 N., R. 5 E., W.M. ! YY : N Ialio r, I I I in N I _ ! M C\4 � I ZZ I /i 254 25I FOUND CONC. MON IN CASE I M W/ 3/16" COPPER PIN 0.75' I M v BENEATH GROUND I \ (MON. SLOPES FROM SE clq ;FOUND 5 8" REBAR 1 0 NW +/- 0.10') W/ CAP " 162G8" 45 I SOUTH i92NO STREET N 1/1 a. ►_-. Q a rn 00 0 W Q SITE �Q Ica SOUTH 2O0TH STREET VICINITY SKETCH N. T. S. GRAPHIC; SCALE 1 "=50 ' 0 50 100 150 BASIS OF BEARING: S8S�5'40'2,3" �, �� \ I BEARINGS SHOWN HEREON ARE BASED UOPN THE EAST LINE OF '40' .. E 795.03 ,r �� ��, I �� n SEC. 6, T. 22 N., R. 5 E., W.M., AS SHOWN ON THE PLAT OF 'pl j "HI -PARK TRACTS - 1st ADDITION", RECORDED IN VOLUME 74 ►, P—L-� _ OF PLATS, PAGE 12, KING COUNTY RECORDS. I I c� O 175.41 o� s I / ti2002 VERTICAL DAMP ELEVATIONS SHOWN HEREON ARE BASED ON A TEMPORARY BENCH MARK: o I. , I , 6 BRASS PIN IN CONC. MON. IN CASE, 290.44' NORTH OF PROPERTY. EL. = 204.66 D 11llI ,GAY, 10 N SHED & ASPHALT OI ENCROACH P/L W CAP " 18898" �; -Qr'" � I S 5 40' - - - 25 E 17 .41 t 2 A PHAfi _ rv� I I I VEG CENTERLINE I 1�. ��a S,?� OF CREEK I ' ' I t 1 B,q ,� 9 98'. SET 1/;?',0 Ion" �' W L I -- - - - - - - - -- j1.31,----1 S, TOE, OF"' 8 21 '42��� 2g ASPHALT ^ �t18.72' I 4 \ I o cv 2637' ro v8.ii' 30.56' Cl DETAIL SKETCH N. T. S. L------------- - - - - - I 1 '.5 SEE DETAIL SKETCH -I I SET 1 /2" REBAR �W/ CAP " 18898" ` SET` V2" REBAR CAR " 18898" T`90 T ECAL DESCRIPTION• cz W U O w > o Elf 0 W U w V / N J ~ >o a W 0 o Z N 0 w w a z O o W � U uj W o a- FZ o a a a Lu w W >- w m W = S ~ W o~a ~ Q �3Q w W � U z _U nzo ry N�o � Lz g WL)W WW; ' -ZD� w V / �ON Z ~' LJ _ ;...ice'- N + ~Cr•�L_n��l xC] O O I— >-• o0 cn rn W � W O V > a o ry m z w >»> Q Z D a01< III -IAT PORTION OF TRACT 9 OF SPRING BROOK ACRE TRACTS ?ECORDED IN VOLUME 12 OF PLATS, PAGE 60, KING COUNTY ECORDS) LYING NORTH OF THE FOLLOWING DESCRIBED LINE: N M EGINNING AT THE NORTHEAST CORNER OF SAID TRACT 9, 0 ,ENCE S0'23'32"W ALONG THE EAST SIDE 271.50 FEET TO p"q 00 rn -IE TRUE POINT OF BEGINNING' OF THE HEREIN DESCRIBED LINE: -lENCE N78'21 '42"W 336.34 FEET, THENCE N26.09'56"W 106.78 .ET,• THENCE N83'20'02W 280.79 FEET; THENCE N70'34'46"W 3 22.76 FEET; THENCE N75'38':'7"W 190.83 FEET, THENCE N72.1 1 '44"W 39.55 FEET TO THE NORTH LINE OF SAID TRACT 9, AND THE ^^ `` RMINUS OF THIS DESCRIBED LINE, W v z KCEPT PORTIONS OF THE REkAINDER THEREOF, IF ANY, LYING a Y 0 (THIN THE CITY OF RENTON IMATER WORKS AND ROAD 00 GHT-OF-WAY AS FILED IN VOLUME 1516 OF DEEDS, PAGE 198, 00 :-*CORDS OF KING COUNTY. o � N o w 00 z V) V) n N M L. Ln --F N Q `. ^` i Z W :3 LAJ N U z LO r-1 rn INSTRUMENT USED: NIKON TOPGUN AlOLG r .CR. lj4f,DINE OT.2 v NDEXING DATARNE 11 4/!RSEC. 6, N., .6E.? yy M0-090. .63E3 N 0 z vi CL I W Q U V) U cy) �N m Zo 3z am ctC) 0 --) WTR-272980 SPRINGBROOK SPRINGS WATERSHED PROPERTY FENCING INSTALLATION PROJECT I\ S86'S9'48"E - �12-2 P&M. _ (fj I (N26'53'53"W\ Q I N27'18:31 "W o 136.82' R.1 \ o+ I & CALC. / L I / / LLLL t . m I I / / o N�2'1 55 - S85'40'S „ 0115»w N2538, 1 E '021.74 _ 0) CA + 190.83 W / (" ip p _ T.L. 179JI00-0120 / V1 Ul + CA N� (NOT A PART N. LINE LOT 9 / !o + 034'1�„ OF WATERSHED) / o 2CA X W SURVEYED IN S85'40'51"E L' + 2.1'6 REF. NO. 6 37.32' R.1 &CALC. � o / iA + --�, N83°19'33 / / o 01 + 289�/�9 W W N ODPD i START FENCE LINE & TIE TO EXISTING FENCE i INSTALL NEW 8 FT. HIGH CHAIN LINK FENCE (TYPICAL) MATCHLINE SEE ABOVE S85 40'51 "E I w I _ 175.41 -; Z N N -t O \ h N O w O Z LEI V z V) a\ w 4 70v �f-FND. R&C 12+86.03 0 CA �1 0 coI �l 01 4 N O HELD K.C. #5815 = C.O.R. 18' 6 5 10- 0126 INSTALL NEW 8 FT. HIGH CHAIN LINK FENCE 1/16 CORNER = (TYPICAL) NW CORNER, SW 1/4 N W 1 /4 SURVEYORS CERTIFICATE v 0 W .� V 00 -16 0 w N. LINE SPRINGBROOK SPRINGS WATERSHED PARK AS PER THIS SURVEY AND REF. NO. 1 END SURVEYED UNDER REF. NO. 6 TI E NORTH LINE OF THE S.W. 1/4, N.W. 1/4, 5-22-5. S89°04'21 "E 651.1.65 x .x. FND R&C 31 FOUND BRASS PIN AI SET IN CONC. MON. 5�3'p 6 1.5' BELOW GRADE �p2 52 C.O.R. #1872 VISITED FEB. 2002 32 FOUND 1/2" REBAR J SET IN CONC. MON. 5 1.0 BELOW GRADE —HELD K.C. #6011 FOR CALC. POSITION. (P.A.C.E. 666-28.3) VISITED FEB. 2002 v I I Q I N ILn ^� c _ �i� of I °z I N o N N I J o[-- I wlw p I= Q 00 ' 'o I Lo w Ln p 0 Z 0 1� N w N Z \ d w z v I N 00 O J \ \ / N W 0 z 3. ' N o NOT A N 0o N PART o O O V) �I CAP UNREADABLE S8540'51"E w I Z N 175.41 -; N w � T-(D N O O \_ FND. R&C �1 o z w �� V) J Z N7821'73„w w + 4%, 336.34 O -+ ± + Q "NDR&C - : 12+86.03 0 (A 0 w MATCHLINE SEE BELOW REMOVE EXISTINT WIRE FENCE T.L. 11052205-9009 RECORDER'S — AUDITOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY NO. ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT FILED FOR THIS DAY OF 20_ AT THE REQUEST OF CITY OF RENTON AT M IN SURVEY VOL AT PAGE IN SEPTEMBER , 2002 AT THE REQUEST OF PENHALLEGON ASSOC., INC. GORDON S. RECTOR CERTIFICATE NUMBER 11691 I SUPT. OF RECORDS -AUDITOR MGR. - DEPUTY AUDITOR 31 32 6 NOTE: HELD MULLEN SUB. (R.1) AND REVOLVED TO NAD 83/91 A 4, st3 AS9O+ AAs �8 24+'90 cq FENCE LINE & e`��t, . TO EXISTING FENCE S89 04 21 E 651.65 T.L. #052205-9304 r- m-m 1 /16 COR. NE COR., SW 1/4, NW 1/4 NOTES: MERIDIAN: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE; NA.D. 83/91 PER CITY OF RENTON & KING COUNTY CONTROL POINTS. SEE R.O.S. BY MULLEN IN VOL. 39, P. 250 FOR ADDITIONAL SUBDIVISION DATA. ALL DISTANCES ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. SITE AREA: N/A THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING FEBRUARY & SEPT. 2002� UNLESS OTHERWISE INDICATED. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS. THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, IS EQUAL TO OR BETTER THAN 1 PART IN 15,000 -. THE METHOD OF ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. SURVEY ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. LEGEND SET 5/8" IRON REBAR W/ YELLOW PLASTIC CAP STAMPED L.S. #11691 UNLESS OTHERWISE STATED. O FOUND IRON PIN AND CAP AS NOTED FOUND CASED MONUMENT CENTER LINES PROPERTY LINES AS SURVEYED — RIGHT-OF-WAY LINES — PLAT LINES / PROPERTY LINES SUBDIVISION LINES o CHAIN LINK FENCE x WIRE FENCE o WOOD FENCE REFERENCE DATA REF. #1) RECORD OF SURVEY BY MULLEN VOL 39, P. 250. REF. #2) RECORD OF SURVEY BY MULLEN VOL. 41. P. 167. REF. #3) PLAT OF TALBOT ESTATES VOL. 172. P. 1-3. REF. #4) PLAT OF SPRINGBROOK TERRACE VOL. 131, P. 55-58. REF. #5) PLAT OF HIPARK TRACTS 1ST ADD. VOL. 74, P. 12. REF. #6) RECORD OF SURVEY VOL. 152, P. 220 OF TAXLOTS: 793100-0120; 052205-9009; 052205-9304, FOR CITY OF RENTON. LS #18913 = MULLEN LS #18898 = JONNY E. CRAMER PROPERTY DESCRIPTIONS: KING COUNTY TAX PARCEL NO. 793100-0126 cn! O1 O p C4 J �J cn DECLARATION: I HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY ti'oa 65 29 u), PENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL � rz*, DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELD i � IDENTIFIED AND LOCATED UNLESS OTHERWISE NOTED. I N GORDON S. RECTOR - P.L.S. #11691 DATE PORTION OF: SW 1/4 & SE 1/4 SECTION 6 , TWP. 22 N., RANGE 5 E., W.M. NORTH P/L SURVEY C SPRINGBROOK SPRINGS WATERSHED PARK FOR CITY OF RENTON DRAWN BY: SCALE: FIELD BOOK FIELD CREW DATE. PROJECT NO. JFW 1 " = 100' WRK. SHEET & 415, DF/BD 09/26/02 02240.11 WR