Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract
Award Date: 10/7/2013 Awarded to: RL Alia Company 107 Williams Av S Renton WA _8057 CAG-13 -171 City of Renton: Bidding Requirements Contract Forms, Conditions of the Contract, Plans and Specifications City of Renton NE 5th PL / Edmonds Ave NE Storm System Improvement Project and NE 5th PL Water Main Replacement Project Project No. SWP -27 -2306 WTR -27 -3673 City of Renton 1055 South Grady Way Renton WA 98057 Stormwater Project Manager: Daniel Carey 425- 430 -7293 Water Project Manager: Andrew Weygandt 425- 430 -7208 ® Printed on Recycled Paper CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the NE 5th PL / Edmonds Ave NE Storm System Improvement Project and NE 5th PL Water Main Replacement Project Project No. SWP -27 -2306 WTR -27 -3673 September 2013 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS J. pe��o� wasy'ti. Q l STE S�ONAL CITY OF RENTON 1055 South Grady Way Renton, WA 98057 V. W yC , , `q Nzl Q 44953 ® Printed on Recycled Paper 1 1 Rm L. ALIA COMPANY 1 1 GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH RENTON, WA 98055 (425) 226 - 8100 OFFICE 1 (425) 226 - 8649 FAX 1 R K PUMPING STATIONS ROAD CONSTRUCTION E -MAIL: gjpank @rlalia.com CONCRETE STRUCTURES dpank @rlalia.com UNDERGROUND UTILITIES LARGE DEWATERING EQUIPMENT City of Renton NE 5th Place/Edmonds Ave NE Storm Svstem NE 5th Place Water Main Replacement Project # SWP -27 -3206: #WTR -27 -3673 Alia Key Personnel X City of Renton - NE 5' Place Storm System and Water Main Name Title Address Phone # Cell # Emer ncy # Rick Alia Superintendant/ Project Officer 107 Williams Ave S Renton, WA 98057 425.226.8100 206.423.3590 253.318.5985 Jason McGovern Foreman 107 Williams Ave S Renton, WA 98057 206.423.3680 360.629.7712 Kim Scott TCS /ECS 107 Williams Ave S Renton, WA 98057 425.770.5115 Parker Smith & Feek Tim Nierman Insurance Agent 2233 112th Ave NE Bellevue, WA 98004 425.709.3711 425.709.3600 Parker Smith & Feek Scott McGilvray Bonding Agent 2233 112th Ave NE Bellevue, WA 98004 425.709.3707 425.709.3600 CONTRACTOR'S LICENSE NUMBER RL- AL- IC *104PT 1055 South Renton. WA 98057 (425) 430 -6851 it of > <' ' Issued Date: License #: 08/06/2013 BL.001673 ' Amount Paid: $328.59 ' R L ALIA CO 107 WILLIAMS AVE S RENTON, WA 98057 -2149 Detach License and Post at business location listed below. ------- - - - - -- - - ---------------------------------- ------ - - -- -- -- - -- ---- -- - - -- 17 Lam' I I- kn V 57'� .fl ' vi . 00 O w.. o U� ..I j I� City of NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project SWP -27 -2306, WTR -27 -3673 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope -of Work Location /Vicinity Map Instructions to Bidders Call for Bids *Proposal and Combined Affidavit & Certificate Form: (Non - Collusion, Anti -Trust Claims, Minimum Wage) *Bid Bond Form *Schedule of Prices *Acknowledgement of Receipt of Addenda * *Subcontractors List ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) ❖Retainage Selecton Insurance Requirements Wash. State Prevailing Hourly Wage Rates Reference Statement of Intent to Pay Prevailing Wages, Affidavit of Prevailing Wages Paid Renton Certificate of Payment of Prevailing Wages Environmental Regulation Listing City of Renton SPECIAL PROVISIONS WSDOT Amendments Renton Survey Control Information Survey Monument - Removal or Destruction Information Traffic Control Information Geotechnical Report Site Photos Standard Details Construction Plans (reduced 11x17) Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by -laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ** Submit with Bid or within 1 hour of bid ❖ Submit after Notice of Award 02 -Table of Contents.DOC\ CITY OF RENTON - Public Works Department CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION No. 4085 ' It. is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race; relig ion /creed; national origin; ancestry; sex; age over 4.0; sexual orientation or gender identity; pregnancy; HIV /AIDS and Hepatitis C status; use of a guide dog /service animal; marital status; parental /family status; military status; or veteran's status; or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non - discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: i(1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion; demotion ' training, retention and separation are conducted in a manner which is based on job- related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be t in accordance with individual performance, staffing requirements, .governing civil service rules, and labor contract agreements.. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub - contractors, consultants and suppliers conducting business with.the City of Renton shall affirm and subscribe to the Fair Practices and Non - discrimination policies set forth by the law and by City policy. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be. prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of March. ,.2011 CITY (05 RENTON Denis Law, Mayor Attest; Bonnie I. Walton, City Clerk RENTON CITY COUNCIL uncil Pr sident CITY OF RENTON SUAfly RY OFAAdMCANS WITH DISABII.lTIE4ACT POLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and Iocal laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection, promotion, termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services, activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY - The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 4th. day of October 1993: CnYQW RENTON ' Mayor Attest: ' City Clerk ` VU RENTON CITY COUNCIL: ��Y'r4'7/z- - ouncii Preside& J CITY OF RENTON NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project SWP -27 -2306, WTR -27 -3673 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: • Construction surveying, staking, and as- builts, replacing survey monuments, • Traffic control and installing and maintianing erosion control, • Installing the new storm system including approximately 3200 feet of 24 -inch and 30 -inch CPE pipe, • Approximately 860 feet of 12 -inch CPE, 8 -inch CPE, and 8 -inch ductile iron pipe, • 36 Type 2 catch basins and 40 Type 1 catch basins and inlets, • Temporary stormwater control and bypass of the existing storm system, • Relocating side sewers and rebuilding sewer main tees, • Removing and restoring asphalt pavement. • Removing and restoring concrete cub, gutter, sidewalk, and driveways, • Landscape and property restoration. • Installation of approximately 1,450 linear feet of Class 52, 8 -Inch Diameter Cement Lined Ductile Iron Water Pipe with Poly -wrap, including fittings, valves, and fire hydrant assemblies. • Trench excavation, including removal of existing unsuitable material, stockpiling excavated material, and maintenance of existing utilities. • Removal and replacement of asphalt concrete pavement, asphalt overlay, concrete curbs, gutters, and driveways. • Testing, poly - pigging, disinfecting and flushing of water mains, and connecting to existing water mains. • Installing and maintaining adequate TESC measures and restoring all disturbed areas. The estimated project cost is $1,700,000 to $1,850,000. A total of 150 working days is allowed for completion of the project. For Bid Item Descriptions see Special Provisions Section 1 -09.14 Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. 05- SCOPE- WORK.DOC\ i u _I sE 90t St N 33rd P IE 33rd St SE 9181 St b 9 N 32nd St N 32n S SE 92nd Stsy NE 31st St < 92 �b N 30th St N 30th St ^ SE 9 d St 5f 95th way 4 SE 95th Woy N 28th St N th St - SE 96th SE 98th NE 27th St W Y St ` NE 25th I - � s St NE 22nd NE 24 L _T PI NE 22nd 1 s a r 3r NE 2 lh t NE 2 1 N 24tH '77 i NE 21st St NE 23rd PI 9 NE 23r LO ja NE 19th N 22nd HE 23rd St NE 19 C 17th,./ !'-NE 1. < X NE 17th E SL NE 6 Y � LAKE WASHINGTON �L./L'� VJ NE a s P NE 16th SL' 14th i < ». NE 12Nr St ms � an. � r cwa 7 NE 10th PI 1 I -- �. f� cwa j r cw• aw• c we c� ► a c w• c we cwn � ssaa cw n NE Bfh St `wr ! wf f�i r r cw■ NE 7th S RENTON cw■ i � . ` r% cwa ♦ �s�+ I1 r R0r NE 6th P t c r cwa wa! [ ! I N 6th j « ! »� r cwa cw• j ! w Il � ! NE SN S i ■ w ! : .ems 1 � � a cwa a wa ewf ew■ ?� NE 4 NF 4W tk Y a Y PROJECT LOCATION N d S Tow St o �' bi ,yd, NE tad St SE 1st P fi s Bd &Q6 .$ S d St $ 5 2nd t O SE 2nd P SE 3rd St SE 2nd P S 3rd St 5 3rd P s d °G� mod& h1m � + 1 PROJECT LOCATION 0' 2000' NE 5TH ST / EDMONDS AVE NE I I STORM SYSTEM N Scale: 1' = 2000' City of Renton Surface Water Utility D. Carey 1/29/13 5f 95th way 4 SE 95th Woy w 95th Way - SE 96th SE 98th St Y NE 25th I SE 100th St NE 22nd NE 24 L PI NE 22nd 1 a NE 22nd St NE 22n� d '77 ti NE 21st St € m 9 a NE ja NE 19th NE 19 ILI 17th,./ !'-NE < NE 17th 17th 6 Y NE 14th St 15 s E 12th St 7 NE 10th PI 1 I -- �. f� cwa j r cw• aw• c we c� ► a c w• c we cwn � ssaa cw n NE Bfh St `wr ! wf f�i r r cw■ NE 7th S RENTON cw■ i � . ` r% cwa ♦ �s�+ I1 r R0r NE 6th P t c r cwa wa! [ ! I N 6th j « ! »� r cwa cw• j ! w Il � ! NE SN S i ■ w ! : .ems 1 � � a cwa a wa ewf ew■ ?� NE 4 NF 4W tk Y a Y PROJECT LOCATION N d S Tow St o �' bi ,yd, NE tad St SE 1st P fi s Bd &Q6 .$ S d St $ 5 2nd t O SE 2nd P SE 3rd St SE 2nd P S 3rd St 5 3rd P s d °G� mod& h1m � + 1 PROJECT LOCATION 0' 2000' NE 5TH ST / EDMONDS AVE NE I I STORM SYSTEM N Scale: 1' = 2000' City of Renton Surface Water Utility D. Carey 1/29/13 n r; I w Z Q � o m � U) W Z •� - - • • • • NEIGHBORHOOD DETAIL MAP 0 600' NE 5TH ST / EDMONDS AVE NE i STORM SYSTEM N Scale: V = 600' City of Renton Surface Water Utility D. Carey 2/6/13 iINSTRUCTIONS TO BIDDERS 1. -Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City tClerk, Renton City Hall, until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. tRevised: May 2011 tp 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. t4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. E5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. j6. The bid price shall be stated in terms of the units indicated. and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and /or all bids and to waive informalities if it is deemed advantageous to the City to do so. t8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse E to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. iCity 9. All bids must be self - explanatory. No opportunity will be offered for oral explanation except as the may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. tRevised: May 2011 tp fl 1 t O 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public 'liability, and property damage as identified within Special Provisions, Specification Section 1 -07.18 "Public Liability and Property Damage Insurance ". 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1- 09.9(1) "Retainage ". 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements. of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates ". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. i19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall Revised: May 2011 tp 1 comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW' in performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 20. Standard Specifications ' All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. 1. WSDOT /APWA "2004 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to State, State of Washington, " Department of Transportatiori, " WSDOT," or any combination thereof in the WSDOT /APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test j method. B. All references to measurement and payment in the WSDOT /APWA standards shall be detected and the measurement and payment provisions of Section 1- 09.14, Measurement and Payment (added herein) shall govern. 21. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid "? t❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List (If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified Receipt of Addenda, if any? IRevised: May 2011 tp 1 t t 1 CAG -13 -171 CITY OF RENTON CALL FOR BIDS NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project SWP -27 -2306, WTR -27 -3673 Sealed bids will be received until 2:30 p.m., Thursday, September 26, 2013, at the City Clerk's office, 7"' floor, and will be opened and publicly read in conference room #519 on the 5t' floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057, for the NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and the NE 5th PL Water Main Replacement Project. The work to be performed within 150 working days from the date of commencement under this contract shall include, but not be limited to: Construction surveying, staking, and as- builts, replacing survey monuments, traffic control, installing and maintaining erosion control, installing the new storm system including approximately 3200 feet of 24 -inch and 30 -inch CPE pipe, approximately 860 feet of 12 -inch CPE, 8 -inch CPE, and 8 -inch ductile iron pipe, 36 Type 2 catch basins and 40 Type 1 catch basins and inlets, temporary stormwater control and bypass of the existing storm system, relocating side sewers and rebuilding sewer main tees, removing and restoring asphalt pavement, removing and restoring concrete cub, gutter, sidewalk, and driveways, landscape and property restoration. Installation of approximately 1,450 linear feet of Class 52, 8 -Inch Diameter Cement Lined Ductile Iron Water Pipe with Poly -wrap including fittings, valves, and fire hydrant assemblies, trench excavation, including removal of existing unsuitable material, stockpiling excavated material, and maintenance of existing utilities, removal and replacement of asphalt concrete pavement, asphalt overlay, concrete curbs, gutters, and driveways, testing, poly - pigging, disinfecting and flushing of water mains, and connecting to existing water mains, installing and maintaining adequate TESC measures and restoring all disturbed areas. The estimated project cost is $ 1,700,000 to $1,850,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available September 9, 2013. Plans, specifications, addenda, and the plan holders list for this project are available on -line through Builders Exchange of Washington, Inc., at http: / /www.bxwa.com. Click on "bxwa.com "; "Posted Projects ", "Public Works ", "City of Renton ", "Projects Bidding ". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the `Bidders List. ") Questions about the project shall be addressed to, Daniel Carey, City of Renton, Public Works Dept., 1055 Grady Way, Fifth Floor, Renton, WA, 98057, phone (425) 430 -7293, fax (425) 430 -7241. A certified check or bid bond in the amount of five percent (5 %) of the total of each bid must accompany each bid. The City's Fair Practices, Non - Discrimination, and Americans with Disability Act Policies shall apply. 1 J. (ya.e�t, Bonnie L Walton, City Clerk Published: Daily Journal of Commerce Sept. 9, 2013 Daily Journal of Commerce Sept. 16, 2013 CAG -13 -171 CITY OF RENTON CALL FOR BIDS ' NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Protect ' SWP -27 -2306, WTR -27 -3673 Sealed bids will be received until 2:30 p.m., Thursday, September 26, 2013, at the City Clerk's office, ' 7t' floor, and will be opened and publicly read in conference room #519 on the 51' floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057, for the NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and the NE 5th PL Water Main Replacement Project. ' The work to be performed within 150 working days from the date of commencement under this contract shall include, but not be limited to: ' Construction surveying, staking, and as- builts, replacing survey monuments, traffic control, installing and maintaining erosion control, installing the new storm system including approximately 3200 feet of 24 -inch and 30 -inch CPE pipe, approximately 860 feet of 12 -inch CPE, 8 -inch CPE, and 8 -inch ductile ' iron pipe, 36 Type 2 catch basins and 40 Type 1 catch basins and inlets, temporary stormwater control and bypass of the existing storm system, relocating side sewers and rebuilding sewer main tees, removing and restoring asphalt pavement, removing and restoring concrete cub, gutter, sidewalk, and driveways, landscape and property restoration. Installation of approximately 1,450 linear feet of Class ' 52, 8 -Inch Diameter Cement Lined Ductile Iron Water Pipe with Poly -wrap including fittings, valves, and fire hydrant assemblies, trench excavation, including removal of existing unsuitable material, stockpiling excavated material, and maintenance of existing utilities, removal and replacement of ' asphalt concrete pavement, asphalt overlay, concrete curbs, gutters, and driveways, testing, poly - pigging, disinfecting and flushing of water mains, and connecting to existing water mains, installing and maintaining adequate TESC measures and restoring all disturbed areas. ' The estimated project cost is $1,700,000 to $1,850,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available September 9, 2013. Plans, specifications, addenda, and the plan holders list for this project are available on -line through Builders Exchange of Washington, Inc., at http: / /www.bxwa.com. Click on "bxwa.com "; "Posted Projects ", "Public Works ", "City of Renton ", ' "Projects Bidding ". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List. ") ' Questions about the project shall be addressed to, Daniel Carey, City of Renton, Public Works Dept., 1055 Grady Way, Fifth Floor, Renton, WA, 98057, phone (425) 430 -7293, fax (425) 430 -7241. A certified check or bid bond in the amount of five percent (5 %) of the total of each bid must ' accompany each bid. The City's Fair Practices, Non - Discrimination, and,Americans with Disability Act Policies shall apply. Bonnie I. Walton, City Clerk ' Published: Daily Journal of Commerce Sept. 9, 2013 Daily Journal of Commerce Sept. 16, 2013 1 - BID SECTION NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project SWP -27 -2306, WTR -27 -3673 The following documents must be submitted for the bid at the time noted, and must be executed by the Contractor, President and Vice President or Secretary if corporation by -laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. *Proposal and Combined Affidavit & Certificate Form: (Non- Collusion, Anti -Trust Claims, and Minimum Wage Form) *Bid Bond Form *Schedule of Prices *Acknowledgement of Addenda * *Subcontractors List * Submit with Bid ** Submit with Bid or within 1 hour of bid For Bid Item Descriptions see Special Provisions Section 1 -09.14 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. I ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid "? ❑ Has bid bond or certified check been enclosed? ❑ ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? Has the proposal been signed? ❑ ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? Have Subcontractors List you submitted the (If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified Receipt of Addenda, if any? � I 08 -BID SECTION.DOC\ 14 Proposal led to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ........................ ......................... . . . ..... .. Proposal - Page 2 of 2 MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been duly sworn, deposed, say and certi:6, that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed. in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT i ___ �_ L w A C10 rye PAO'l ___ Name of Bidder's Firm . . ... .. . ......... Printed Name R,c A R L4 Pr Signature Address: lD Wl"'Ams AVE SQU arias of embers of Partnership OR Name of President of Corporation 12, C14 Arto r Name of Secretary of Comoration AW A Corporation Organized under the laws of With Main Office in State of Washington at Subscribed and sworn to before me on scpil this day of 20/1. Notary pub: c in and for the State of Washington, EP it Notary (Print) 6,+,zV ic -w Fa( P.08/25/2015 f ' d,� 02 My appointment expires: "LS /S- A Of WA ge 15 Minimum Wage Affidavit Form rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale BIDBONUFORM J Herewith find deposit in the form of a certified check, cashier's cheek, cash ors "`` bony in the amount of $ o which amount is not less than fi e perc n# cif the total bid. ' Signature Know All Men by These Presents: That we, R.L. Alia Company as Principal, and '. ' North American:Specialty Insurance Company as Surety, ;are held and firmly bound unto the City of Renton, as Obligee, in the penal .sum of Five Percent (5%) of Total Bid Amount------------------------ - - - - -- Dollars, for the payment of which the :Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the .Obligee shall make any award to the Principal for ' NE 5th PL 7 Edmonds Ave NE Storm System Improvement. Praiect, and NE 5th PL eater Main Replacement Proiect S'AT -27 -2306, WTR -27 -3673 accorcl img to the ternms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal tor bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay' and forfeit to the Obligee 'die. penal amount of the deposit specified .in the call for bids, then this obligation shall be ' null and void; otherwise it shall be and remiain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNER; SEALED AND DATED THIS 26th DAY OF Septerrye, 2013. R. L. Alia Com ' Qi L. A uA Principa. PR�n�i r North e can Specialty Insurance Company r Surety Deanna M. Meyer, Attomey -in -Fact ' Received return of deposit in the sum of S i ' 1 O- BidBond. DOC? �rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale „_,_, f 1 1 1 ._K NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: STUART A. OTARRELL, KAREN P. DEVER, SUSAN B. LARSON, SCOTT FISHER, JILL A. BOYLE, MINDEE L. RANKIN, DEANNA M. MEYER, ELIZABETH R. HAHN, JANA M. ROY, ELLEN M. BELL and SCOTT McGILVRAY JOINTLY OR SEVERALLY ' Its true and lawful Attomey(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the ' amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of ' Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9h of May, 2012: RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named ' in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any ' certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." \\QQ / i��y\ai�10N sD°n ' -: 5 GpFtPOFi;G 14Q- tiPOlyyd'G�is a ?: co'•.�r � B ti 0 G l'•. S (. :O = Steven P. Anderson, Senior Vice President of Washington International Insurance Company SEAL s t;i istt Zm 1873 tyc� 1 &Senior Vice President of North American Specially Insurance Company § Q ;m OIIIIIWNa`\\\ By •�'''? tisb,r '.� �nrmrrxu9>nt David M. Layman, Vice President of Washington International Insurance Company & Vice President of North American Specialty Insurance Company ' IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this24th day of April 2013 ' North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: ' On this 24th day of April 2013 , before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , ' Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFiCiAi SFAi" �) ' DONNA D. SKLENS Notary Public. State of 11bois Donna D. Sklens, Notary Public My Commission Expires 10/0612015 �j I, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this � day of SQ T*'%e 2 20 13 . "A Jeffrey Goldberg, Vice President & Assistant Secretary of ' Washington International Insurance Company & North American Specialty Insurance Company 1 Schedule of Prices Page 1 of 6 17 Schedule of Prices led to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify-Scale � I � I � I n I' SEE SECTION 1 -09.14 OF THE SPECIAL"PROVISIONS OR BID,rrEMs. *mote; Show UNIT PRICE and TOTAL AMOUN in# ufes only. ITEM . ITEM WITH UNIT PRICED BID <APP. ROX UNIT. PRICE# . T..oTAL:Am0.uNT* NO. QUANTITY:. ..:Ciollars ::.Cents Dollars Cents A-16 Catch Basin - Concrete Inlet 12' FS Dec; " EA Per EA 1 05 A -17 Catch .Basin - Type 1 28 _ L a_/J� _ 5 G. QQ(} EA: P& EA A -18 Catch Basin Type 2 48 -inch 28 _ - -31 000 Z.Li , 000 EA: - Per EA A -19 Catch Basin - Type 2 54 -inch 7 _ �; 5 Q� � � `'1, SQQ do EA Per EA A -20 Catch Basin Type 2 6DAnch 1 �_ y r 8 ©0' - -.Per 00 1118,30— EA EA •._ '!790 �°.:.. A=21 'Import Trench Backfill . 7:;400; ..:..: - . Ton Per Ton A -22 Quarry Spalls 4013 t� _ _ _ o0 -Z 1 .200 .Ton Per Ton A -23 Coredrill ex SDMH, Connect.New Storm 2 Zr bpd �4Q -_ Pipe EA Per EA ! A -24 Connect New Storm Pipe to Ex SDMH 5 _ -Z, coo � c0 � ©1606r EA Per EA A -25 Connect New Storm Pipe to Ex Storm ... a ,Qc% 00 Piste _ , EA. Per EA Q� c0 A-26 Abandon Existing Type e 1 CB 15 EA Per :EA A -27 Abandon Existing Type 2 CB 6 EA Per EA A -28 Remove Existing Type.2 CB 2 _ 100 _ �. °�0 -- EA - Per EA. CO' dJ A -29 Plug Existing Pipe 25 _ _ c�}i� _ ��; ��� EA Per EA A -30 Abandon Boring 6 ai _ Y_ � _ 00 ' 8UC EA Per EA ; % 00 A -31 Side Sewer Relocation 16 _ _1 (Oa_G (o, CC4 EA Per EA Schedule of Prices 18 led to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Page 2 of 6 � I � 1 SEE SECTION 1-69.14 OF THE SPECIAL PROVISIO1. FORBID ITEMS. `Note: ShowUNIT PRICE and TOTAL AMOUNT Infigures drily. ITEM ITEM WITH UNIT PRICES BlD APFROX , . t1NIT. PRIG* TOTAL AMOUNT* NO. QUANTITY ° .Dgllars ..'Cenis;, . Dollars.. Cents A -32 Sewer Tee Replacement' 8 _ - - - - DOG :EA::: Per EA. ao A-;33 Rebuild,Sewer Main Crossing 1 a EA Per EA , L A -34 Sawcutting y'son LF: Per LF oe ap A -35 Remove Asphalt Pavement 3,800 _ SY . Per:SY. A -36 Crushed 5urfacirtg 1,OOt3 Gr3 _ _ _ Ld! 000 Ton Per. on . QJ cc A -37 Hot Mix Asphalt (:HMA) Class 112" _ Ton PerTon � ofi A -38 Cold Mix. Asphalt 550, Tor Per Ton A 39 Remove and Install Cement Concrete 40 : "� ; OQO -_ Curb LF -0 _ . Per LF A-40 Remove and install Cement Canc. 80 0o �.- Sidewalk; Driveway SY Per. SY A-41 Property and Landscape Restoration LS Per LS A -42 Mirror Changes 1 $25,0017.00 ' $2;000.00 L'S:: PerarS. cry {Sales tax Rule 17l .Applies To This Schedule} Total Schedule A - ° � � 7V\6 'r,Li 9 Schedule of Prices Page 3 of 6 to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scate . ............. . ......... ._° QUINT" Gerfs . oa Co t oao -, 'i A00 00 t i c700 00 tsd Schedule of Prices Page 4 of 6 le 20 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale CITY QF tNTE3N SCHEDi9LE `CIF PRICER Syr>IriprovCE S.th'PL ! Edm©nds Abe NE Sto i ement= Project ' {See each End ©f each Schedule fflr which Sales Tax Rule Applies} SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS 1FOR BID ITEMS. Note: Show UNIT PRICE and TOTAL AiVIb- LINT in figu €es drily ITEN# ITEM WITH :UNIT PRICED 11) APPR{3X 1:0 UNIT PRICE* .' TOTAL AMOUNT* No . JANTITY Dollars . Cents Dollais . Cents SCHEDULE C.,- Water Main Replacement Peoject C-01 Mobilization and Demobilization 1 si��� Lump Sum Par Lurno Sum, ' C -02 Traffic Control 1 -- # coo ae G° 1,000 `Lump.'Sum Per Lump Sum 1, 3 Trench Excavation Safety Systems 9 _ _ ��r� _ too Lump Burn Per Lurn Surn C -04 Construction Surveying and Staking 1 06 _ ? i Z 060 Lump :Sum Per Lump Sum.y 605 As -Built Surveying for Progress Payments-: o� _ �; �: �7 AGO -- and. Final As- Guilts Lump Sum Per:Lurnp Sum i C -06 Temporary Erosion J Sedimentation Control 1 lr009 = - 00 i , 0()c :Lum Sum. Per sh Sum Lu C-ili Site Specific Potholing,: 10 _ .O 30 a� Each _ _ Per.Each C -[)8 1= urnish acid Instal€ 8" Ci.52 DI Water Pipe & Fittings wl Polywrap 1,450 Lineal .Foot oa Per Lineal Foot: 00 �`-j C-09 Fu€'hish and Install 16 "X.8" Wet-Tapping - QC10 ' Tee and Gate Valve Assembly Each - --� -- _ Per Each C -1 Furnish and Install 8". Gate Valve CIO t ��ac '- 40 �, oCXa -- Asserribly Each _ Per Each C -11 Concrete for Thrust Blocking, Dead -Man 1 £I. C� � 60 Anchor Blocks CubicYard Per Cubic Yard C-12 Furnish and Install Fire Hydrant Assembly 4 caa, mar JQ4 - i' pGp 00 Each Per Each: r Furnish & Install 1" Water Service Connection 23 Each _ iQQd _ Per Each Z 3 ;0Q0 C-14 Connection to Existing Water Main 6 0o a® Each Per Each Schedule of Prices Page 5 of 6 le 21 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ............ — _---° — TOTAL FOR ENTIRE PROJECT i 000 00 °Z.-1 z lc'), 8ci 5 � Total Schedule A -:' i i "'Z�Q C)L48 Total Schedule B = Cli Total Schedule C . -Z� C -15 Cut, Cap, and 'Block Existing Water Main TOTAL BID = 5`1 q 245 Schedule of Prices Page 6 of 6 Each Per .Each C -16 Remova"( and Replacement of Unsuitable 50 1 odridation Material ,Tor► Per Ton` C -17 Select imfrorted Trench.Backfil( 300 Ton Per Ton Crushed Surfacing Top Course; Crutsbed C-18 Rock 8ackf1ll, Crushed Rock for Shoulder ISO ' Ton Per Ton. C -19 2" Temporary Cold Mix Asphalt Trench 100 d �� r Patchin g Ton -" — Per Ton ' C-20 H M.A..Class Y2 .PG 64,22 Roadway 45(3``" ` a f Q �— _ ._�._ 2— ; Reconstruction .: Ton Per Ton Removal Replacement of Concrete C -21 and Curb and Gutter. Lineal Foot Per Lineal Foot . Concrete i3rivev,ray andlor Sidewalk,. SQ `- ' C -22 Restoration S uare -Yard Per S care -Yard G-23 Prt perty a ad Landscape Restoration ' Lum Sum Per Lump Surer Subtotal Schedule C'- 9,i° Sales. Tax Total Schedule G'= TOTAL FOR ENTIRE PROJECT i 000 00 °Z.-1 z lc'), 8ci 5 � Total Schedule A -:' i i "'Z�Q C)L48 Total Schedule B = Cli Total Schedule C . -Z� TOTAL BID = 5`1 q 245 Schedule of Prices Page 6 of 6 to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ACKNOWLEDGETYWN'T OF RECEIPT OF ADDFN 3A. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA NO. DATE: NO. DATE: N'O. DATE: NO. DATE: SIGNED:. TITLE: PREs'0jFt4; NAME OF COMPANY: f- L— . 0 LI A Go m Pe N' i ADDRESS: 101 W 1uiAMS CITy1 STATE ZIP: RAN 0 cjy W ri aj g0 S°t TELEPHONE: C4ZS_ Z7-G- F 100 Acknowledgement of Receipt of Addenda to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always - Verify Scale RM CONTRACTI Pae I &f2 et,,and PW 5 .PL Water Main L-27-3673 RCW .39 30060 requires. that. for all public wort s contra cts exceeding 51;000,000 .that the bidder .submit the' names of alI heating verrtilatlon and air conditioning; and gloiril irtg subeoutzae i�rs as ::described n chapter 1$ 106 R.CW and electrical subczitttractors as described 1f1 chapter ,19 28 RCW (t)iis als . includes 01e : control s }rstem`integrator subc6ntractor as well as other:;eiectrical subc6ntractors }: If the subcontractors marries are not submitted with the'bid, or within one (1) 'hour after the published bid submittal time t3R 1f two or more; subcontractdrs are named: .to perform the same work, then the bid shall be considered nonrespci lsiue and,, therefore, void. subcontractors for the performance of heating, ventila €►n and" air: condidoning, plumbing, and electrical (including automatic controls) world Bid Item(s)__ . Subcontractor Name Address Phone I No. Bid 'Item.. (s) Subcontractor Name Address State Contractor's License No.. R- L : �uA � tA/r.t �'►- �r��rt A�j /a�unaB��� Phone. Nei. State Contractor's License No. Bid Item (s) c✓ict- tt FaR.wt Subcontractor Name Address Phone No. State Cbritractor's :License No.. Bid Item (s) Subcontractor Name Address - Phone No. State Contractor's License No. h:tfile sys swp surface water prujec&,swg -2i - surface water projects (cip)W2 2306 ne' 5th- Ldmondsli514 specs -ne5i iNB3 subcontractor list- 20M,doc Rey ed:9.,'2006 Subcontractor List to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale is Bid. Rein Subcontractor Name ' -! Address. Phom No.. Bid .Ttern (s). Subcontractor Narne Address Phone No. I Stable 'Contractor s. License No. StateContractor's License No. of AuthorizedRepresentative of Bidder *b�oiitra orList Pagel of :2 ?AN K/F Notary (Print) 66 . P"g,6wt(,z_- EXP 08/25015 Residing at 41-1,VA My appointment exp jres 9' WASH h: %ffle tb`13-sdbLv=actor I st 2" sys\svvp -surface water prqiects�sqwp-27 - surface water projects (cip)\27-2306 ne Rh-edtrtond!�1614 specs-ne5 i - doe RevisedV2006 25 led to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 2 — CONTRACT SECTION INFORMATION ONLY NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project SWP -27 -2306, WTR -27 -3673 The contract documents in this section must be executed and submitted by the successful Bidder within ten (10) days following the Notice of Award. ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) ❖Retainage Selection 14- CONTRACT SECTION.DOC\ ri BOND TO THE CITY OF RENTON ' KNOW ALL MEN BY THESE PRESENTS: ' That we, the undersigned R.L. Alia Con Bond No. 2173939 ' as principal, and North American Specialty Insurance* corporation organized and existing under the laws of the State of New Hampshire as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal ' corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $1,579,245.08 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. ' * Company This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. IDated at , Washington, this 14 A day of , 20/3 . r Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-13 -171 providing for construction of NE 5th PL / Edmonds Ave NE Storm Svstem Imbrovement Proiect. and NE 5th PL Water Main Replacement Project, SWP -27 -2306, WTR -27 -3673 the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. R.L. Alia Compa Principal Signature Title North American Specialty Insurance Company Surety 262p::�A Signature Deanna M. Meyer Attorney -in -Fact Title ' NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: ' STUART A. OTARRELL, KAREN P. DEVER, SUSAN B. LARSON, SCOTT FISHER, JILL A. BOYLE, MINDEE L. RANKIN, DEANNA M. MEYER, ELIZABETH R. HAHN, JANA M. ROY, ELLEN M. BELL and SCOTT McGILVRAY 0 F JOINTLY OR SEVERALLY Its true and lawful Attomey(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9`h of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any.• certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." GIALI7Yjro'�i����i By Steven P. Anderson, Senior Vice President of Washington International Insurance Company 1873 ety_ & Senior Vice President of North American Specialty Insurance Company David M. Layman, Vice President of Washington International Insurance Company & Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this24th day of April , 2013 . North American Specialty Insurance Company ' Washington International Insurance Company State of Illinois County of Cook SS: ' On this 24th day of April 201 before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, ' personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. E FfTCIALSNNA D. SKLENStay Public, State of Illinois Donna D. Sklens, Notary Public G1minission Expires: ] 0%7015 I, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington ' International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. 'M Oefo6er /�• IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this � day of , 20 Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company n C 1 C ty of CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE /� . L• AL iA ComPRoly hereby confirms and declares that: (Name of contractor /subcontractor /consultant) IIII Sri It is the policy of the above -named contractor /subcontractor /consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion /creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV /AIDS and Hepatitis C status; use of a guide dog /service animal; marital status; parental /family status; military status; or veteran's status. The above -named contractor /subcontractor /consultant complies with all applicable federal, state and local laws governing non - discrimination in employment. When applicable, the above -named contractor /subcontractor /consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. Ric_H. o 4. A A Print Agent /Representative's Name Pk&-S I DEW r Print Agent /Repres ntat' e's Title Agent /Representative's Signature lo—q-13 Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and /or supplier. Include or attach this document(s) with the contract. R, cZ® ha Comparuff 'GENERAL CONTRACTORS PUMPING STATIONS 107 WILLIAMS AVENUE SOUTH ROAD CONSTRUCTION RENTON, WA 98055 E- MAILADDRESS: GJPANK @RLALIA.COM CONCRETESTRUCTURES '(425) 226 -8100 OFFICE UNDERGROUND UTILITIES (425) 226 -8649 FAX LARGE DEWATERING EQUIPMENT ' Resolution of Board of Directors ' A special meeting of the directors was held on October 4, 2013 at the Corporate Offices at 107 Williams Ave S, Renton, WA. All directors were present. Chairman Richard L. Alia presided over the meeting. ' R. L. Alia Company s successful low bidder on the NE 5TH an P Y Place /Edmonds Ave NE Storm System Replacement and NE 5TH Water Main Replacement Project for City of ' Renton. It is presumed that Renton will award said project to R. L. Alia Company. ' RESOLVED: 1) R. L. Alia Company shall enter into a contract with City of Renton to construct said project. ' 2) Persons authorized to sign the ontract d change orders on behalf of R. L. Alia Company include: Richard L. Alia Gary J Pankiewicz Vito Alia There being no further business, the meeting was adjourned. AGREED AND CONSENTED TO: ' R. L. Alia Com y Richard L. AAa Date President, Chairman and Sole Shareholder CONTRACTOR'S LICENSE NUMBER RL- AL -IC' 104PT L! ' CONTRACTS OTHER THAN FEDERAL -AID FHWA THIS AGREEMENT, made and entered into this � 14 day of �, 2013. by and ' between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and RL Alia Company_, hereinafter referred to as "CONTRACTOR." ' WITNESSETH: CI-2009 1) The Contractor shall within the time stipulated, (to -wit: within 150 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and ' transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. SWP -27 -2306 and WTR -27 -3673 for improvement by ' construction and installation of: NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project ' Work as described in "Scope of Work" dated September 2013 , attached hereto. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, ' specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever practicable. t2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if ' hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any CI-2009 I. ' 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence extension in writing thereof, or fails to complete said work with such time, or if the ' Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's ' insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to ' terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non- compliance of any provision of the Contract shall cease and satisfactory ' arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence ' Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, 2 C 1 -2009 performance thereof, the City itself may take over the work under the Contract and ' prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, ' the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and ' other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or ' remedies available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and ' indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. ' The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the ' enforcement of any of the covenants, provisions and agreements hereunder. ' Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, 2 C 1 -2009 I -. ' its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent ' negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. ' Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the contractor and the city, its officers, officials, employees and volunteers, the contractor's liability ' hereunder shall be only to the extent of the contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitute the contractor's waiver of immunity under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 150 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of per Section 1 -08.9 of Standard Specifications as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes, without limitation: work and materials that do not conform to the requirements of this Agreement; and extra work and materials furnished without the City's written approval. If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any and all amounts due or to become due the Contractor. C 1 -2009 ' The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and ' unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S CLAIMS, EXCEPT THOSE PREVIOUSLY AND ' PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME FINAL PAYMENT IS MADE AND ACCEPTED. 1 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right -of -way. 12) The total amount of this contract is the sum of $1,579,245.08 numbers One Million, five hundred seventy nine thousand, two hundred forty five dollars and eight written words including Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. 13) INDEPENDENT CONTRACTOR. The parties intend that an Independent Contractor - Employer Relationship will be created by this Agreement and that the Contractor has the ability to control and direct the performance and details of its work, the City being interested only in the results obtained under this Agreement. 14) LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY EVENT, FILE ANY LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD. 4 CI -2009 ' 15) Non - Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. ' 16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. Any written notice hereunder shall become effective three (3) business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. ' 17) Assignment. Any assignment of this Agreement by either party without the written consent of the non - assigning party shall be void. If the non - assigning party gives its consent to any assignment, the terms of this Agreement shall continue in full force and effect and no ' further assignment shall be made without additional written consent. ' 18) Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of the city and Contractor. iL f 19) Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal laws, rules, and regulations that are now effective or in the future become applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. 20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above - written. check one • J �" — ' / ❑ Individual C1 Partnership �" Corliore"' IfInccuporated ins ',., , 1`VAStpdij --OA/ 5 CI-2009 Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by -laws, a copy of the by -laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b /a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b /a and name of the company. 6 CI-2009 CITY OF RENTON ' NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project SWP -27 -2306, WTR -27 -3673 RETAINAGE SELECTION 7 L Per Standard Specifications Section 1- 09.9(1) Retainage, and RCW 60.28, a sum of 5- percent of the monies earned by the Contractor will be retained from progress estimates. The retainage will be used as a trust fund for the protection and payment of (1) the State with respect to taxes, and (2) the claims of any person arising under the Contract. Retainage shall be placed in a fund held by the City (non- interest bearing), unless the Contractor selects a one of the options listed below and completes all arrangements needed for that option to the satisfaction of the City. Other retainage fund options: 1. Deposited by the City in an escrow account (interest bearing) in a bank, mutual savings bank, or savings and loan association. Deposits will be in the name of the City and are not allowed to be withdrawn without the City's written authorization, or _ 2. The City, at its' option, may accept a bond from the Contractor in lieu of retainage. If the Contractor selects option 1 or 2 it is fully responsible for selecting the bank or association to be used, and for making all arrangements and paying all costs associated with that option. All arrangements and forms needed for option 1 or 2 shall be submitted to the City for review and approval. Release of the Retainage will be made 60 days following the Completion Date provided the conditions in Special Provisions Section 1- 09.9(1), and applicable State Regulations, are met. SIGNED: PRINT NAME: R)C -40-0 L. ,4p.4 COMPANY: R.L. A,- /g lomew DATE: /o-'/-/ Insurance Requirements See Special Provisions Section 1 -07.18 Also see attached information, sample Acord Certificate, and sample Endorsement form. The Certificate holder should be address to: City of Renton ATTN: (enter City project contact's name and department) 1055 South Grady Way Renton, WA 95057 19a- Insurance Reference.doc\ 1ACC)R �® CERTIFICATE OF LIABILITY INSURANCE DA 10/10/20113 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Parker, Smith & Feek, Inc. 2233 112th Avenue NE Bellevue, WA 98004 PHONE 425 - 709 -3600 FAX 425- 709 -7460 Ext : A/C No E -M'M AIL IL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURERA: Continental Western Insurance Company NSURED R. L. Alia Company INSURER B : 107 Williams Ave. S. INSURER C : INSURER D: Renton, WA 98055 INSURER E: INSURER F: OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYpE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM /DD/YYYY POLICY EXP MM /DD/YYYY LIMITS GENERAL LIABILITY CWP2950501 10/1/2013 10/1/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE ( RENTED PREMISES S Ea occurrence $ 1,000,000 x COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FK OCCUR X MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 300,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 X POLICY PRO X LOC $ AUTOMOBILE LIABILITY CWP2950501 10/1/2013 10/1/2014 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ P PROPERTY DAMAGE er accident $ HIRED AUTOS NON -OWNED AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ WORKERS COMPENSATION CWP2950501 WC STATU- x OTH- TORY LIMITS ER AND EMPLOYERS' LIABILITY y/N ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WA Stop Gap Employers Liability Only (WC statutory benefits provided by WA State 10/1/2013 10/1/2014 E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 ESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) RE: NE 5th PI /Edmonds Ave Ne Storm System Project and NE 5th PI Water Main Replacement Project, SWP -27 -3206, WTR -27 -3673 he City of Renton is included as Additional Insured and coverage is primary and non contributory per attached General Liability endorsement CL CG 20 48 01 2. I C MULUtK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Renton 1055 South Grady Way AUTHORIZED REPRESENTATIVE Renton, WA 98057 x J"�"'-� ©1988 -2010 ACORD CORPORATION. All rights reserved. CORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD 1 7 it7: I�' i��I�Z�I: �' ���TiT��r��: r�► L�i�-' �i: I�1�I�Id '�)���.��:T�T7i��3T:7�Y�1�A'� ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS OR OTHERS - COMPLETED OPERATIONS - AUTOMATIC, INCLUDING PRIMARY NON - CONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. SECTION II - WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) when you are obligated by virtue of a written contract or agreement that such person be added as an additional insured to your policy, but only with respect to "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; for that additional insured and included in the "products- completed operations hazard ". B. LIMITS OF INSURANCE Limits of insurance for such additional insured are the limits in this coverage form or the limits you and such additional insured agreed to by virtue of a contract or agreement, whichever is less. These limits are inclusive of and are not in addition to the Limits Of Insurance shown in the Declarations. C. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of 1. The rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: a. Providing engineering, architectural or surveying services to others in your capacity as an engineer, architect or surveyor; and b. Providing, or hiring independent professionals to provide, engineering, architectural or surveying services in connection with construction work you perform. 2. Subject to paragraph 3. below, professional services include: a. Preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications; and b. Supervisory or inspection activities performed as part of any related architectural or engineering activities. 3. Professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you or performed by or for the construction manager, its employees or its subcontractors in connection with your products - completed operations. D. PRIMARY NON - CONTRIBUTORY When required by virtue of a written contract or agreement, coverage provided to any additional insured by ADDITIONAL INSURED — OWNERS, LESSEES, CONTRACTORS OR OTHERS — COMPLETED OPERATIONS — AUTOMATIC, INCLUDING PRIMARY NON - CONTRIBUTORY will be on a primary basis CL CG 20 48 01 12 Includes Copyrighted material of Insurance Services Page 1 of 1 IOffice, Inc with its permission • Berkley North Pacific Issuing Company: Continental western Insurance Company ' Claim Handling Office: 660 East Watertower Street, Meridian, 1D 83642; 800- 480 -2942; After Hours Claim Reporting: 866-232 -6724 Underwriting Servicing Office: 660 East Watertower Street, Meridian, 1D 83642; 800-480-2942 ' COMMERCIAL GENERAL LIABILITY DECLARATIONS Original IPolicy No. CWP 2950501 - 23 ' ivamea lnsureQ ana era R L Alia Company 107 Williams Ave S Renton WA 98055 s (425 )709 -3600 Parker, Smith & Feek, Inc 2233 112th Ave NE Bellevue, WA 98004 -2936 31006 Policy Period: From October 1, 2013 to October 1, 2014 at 12:01 A.M. Standard Time at your mailing address shown above. ' LIMITS OF INSURANCE 12511 Beverly Park Rd General Aggregate Limit . . . . $ 2,000,000 ' (Other Than Products - Completed Operations) W Mukilteo, WA Products- Completed Operations Aggregate Limit . . . . $ 2,000,000 Personal & Advertising Injury Limit . . . . . . . . . $ 1,000,000 ' Each Occurrence Limit. $ 1,000,000 Damage to Premises Rented to You Limit. . . . . . . . $ 100,.000 Any One Premises Medical Expense Limit . . . . . . . . . . . . . . . . $ 10,000 Any One Person ' Form of Business: Corporation Location of All Premises You Own, Rent or Occupy: 107 Williams Ave S Renton, WA 98055 . .. ....... Page 1 CWG1902 01 01 12511 Beverly Park Rd Lynnwood, WA 98087 ' 7901 40th Ave W Mukilteo, WA 98275 . .. ....... Page 1 CWG1902 01 01 ' Berkley North Pacific Original Issuing Company: Continental Western Insurance Company ' Claim Handling Office: 660 East Watertower Street, Meridian, IO 83642; 800- 480 -2942; After Hours Claim Reporting: 866- 232 -6724 Underwriting Servicing Office: 660 East Watertower Street, Meridian, ID 83642; 800-480 -2942 BUSINESS AUTO DECLARATIONS ITEM ONE Policy No. CWP 2950501 - 23 � I � I � I I I � I Named Insured Address R L Alia Company 107 Williams Ave S Renton, WA 98055 Agency Name (425)709 -3600 Parker, Smith & Feek, Inc 2233 112th Ave NE Bellevue, WA 98004 -2936 31006 I Page 1 � I CWG1911 03 09 PHYSICAL DAMAGE - Actual Cash Value or Cost of Repair, $ SPECIFIED CAUSES OF whichever is less, Minus $ See Schedule LOSS COVERAGE Deductible for each Covered Auto, for Loss Caused by Mischief or vandalism 7 PHYSICAL DAMAGE - Actual Cash Value or Cost of Repair, $ COLLISION COVERAGE whichever is less, Minus $ See Schedule Deductible for Each Covered Auto PHYSICAL DAMAGE - See Item Three - Schedule of $ TOWING AND LABOR Covered Autos Premium for Endorsements $ CA Expansion Endorsement Platinum CW3468 $ Total Estimated Premium* $ * This Policy May be Subject to Final Audit Page 2 CW61911 03 09 ' Policy No.: CWP 2950501 - 23 ITEM TWO - SCHEDULE OF COVERAGES AND COVERED AUTOS This policy provides only those coverages where a charge is shown in the premium column "autos ". ' below. Each of these coverages will apply only to those "autos" shown as covered "Autos" are shown as covered "autos" for a particular coverage by the entry of one or more of the symbols from the COVERED AUTO Section of the Business Auto Coverage Form next to the name of the coverage. ' COVERED LIMITS AUTOS The most we will pay for any SYMBOLS COVERAGES one accident or loss PREMIUM 1 LIABILITY $ 1,000,000 $ PERSONAL INJURY $ t PROTECTION (PIP) (or Equivalent No -Fault Separately stated in each PIP endorsement Coverage) ADDED PERSONAL INJURY $ PROTECTION (APIP) (or Separately stated in each APIP ' Equivalent Added No -Fault endorsement Coverage) 7 AUTO MEDICAL PAYMENTS $ 51000 $ ' UNINSURED MOTORISTS (UM) $ 2 UNDERINSURED MOTORISTS $ 1,000,000 $ (When Not Included In UM Coverage) 7 PHYSICAL DAMAGE - Actual Cash Value or Cost of Repair, $ OTHER THAN COLLISION whichever is less, Minus $ See Schedule ' (OTC) COVERAGE Deductible For Each Covered Auto PHYSICAL DAMAGE - Actual Cash Value or Cost of Repair, $ SPECIFIED CAUSES OF whichever is less, Minus $ See Schedule LOSS COVERAGE Deductible for each Covered Auto, for Loss Caused by Mischief or vandalism 7 PHYSICAL DAMAGE - Actual Cash Value or Cost of Repair, $ COLLISION COVERAGE whichever is less, Minus $ See Schedule Deductible for Each Covered Auto PHYSICAL DAMAGE - See Item Three - Schedule of $ TOWING AND LABOR Covered Autos Premium for Endorsements $ CA Expansion Endorsement Platinum CW3468 $ Total Estimated Premium* $ * This Policy May be Subject to Final Audit Page 2 CW61911 03 09 Insurance Requirements For City of Renton The City of Renton typically requires the following industry minimum insurance limits: • $1,000,000 per occurrence Commercial General Liability (CGL); • $2,000,000 in the Commercial General Liability aggregate; • $1,000,000 Auto Liability (needed if a vehicle will be used in performance of work beyond normal commutes. This would include delivery of products to worksite); • Proof of Workers' Compensation coverage as required by the state (provide the Washington L &I or excess coverage policy number); • Excess Liability or Umbrella (if needed, at levels to be determined by unique exposure risk or if required in the contract; can be in tandem with CGL); • $1,000,000 Professional Liability (if required in the contract or if the professional services to be provided are excluded from the CGL policy). Requirements unique to the City of Renton: • Name the City of Renton as a Primary and Non - contributory Additional Insured on the policy (Only applies to Commercial General Liability); • The City shall be provided with written notice of any policy cancellation within two.business days of receipt of such notice by the policy holder; • Put descriptive text of the project in the "Description of Operations" box; and • The certificate holder should read: City of Renton ATTN: {enter your City contact's name here and Department) 1055 South Grady Way Renton, WA. 98057 Direct any questions, comments, or concerns to Revised 1/16/13 I Gary Lamb, Risk Manager 425.430.7669 - direct 425.430.7650 - main 425.430.7665 - fax glamb @rentonwa.gov AC" °® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 'THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX No. E A/C No): E-MAIL ADDRESS: PRODUCER DA AGE TO RENTED PREMISES Ea occurrence $ CUSTOM ERID INSURER(S) AFFORDING COVERAGE NAIC # $ 1,000,000 INSURED INSURER A : GENERAL AGGREGATE INSURER B: ` GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC JECT PRODUCTS - COMP /OP AGG INSURER C : $ INSURER D : AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS INSURER E: r INSURER F COMBINED SINGLE LIMIT (Ea accident) COVFRAGES CERTIFICATE NUMBER- REVISION NUMBER- THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDY/YYYY MML DDIIYYYY LIMITS GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F] OCCUR 17 EACH OCCURRENCE $ DA AGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC JECT PRODUCTS - COMP /OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS r r COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLALIAB EXCESS LIAB OCCUR CLAIMS -MADE ` EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F (Mandatory In NH) _ f yes, describe under N /A S "- - WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) The City of Renton is Primary and Non - contributory Additional Insured. CERTIFICATE HOLDER CANCELLATION City of Renton Attn: 1055 South Grady Way Renton, WA. 98057 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988- 2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS REFERENCE The State of Washington Prevailing Wage Rates applicable for this public works contract, which is located in _King_ County, may be found at the following website address of the Department of Labor and Industries: https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is _September 2013 A copy of the applicable prevailing wages rates is also available for viewing at the office of the Owner, located at _Renton City Hall, 1055 South Grady Way, Renton, Washington. Upon request, the Owner will mail a hard copy of the applicable prevailing wage rates for this project. 21 a -State Prevailing Wages Reference.doc\ I State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 09/09/2013 1 rCounty Trade Job Classification Wage 1Holiday Overtime Note King Laborers Air, Gas Or Electric Vibrating Screed- $41.69 7A 2Y 'King Laborers Airtrac Drill Operator $42.99 TA 2Y ;King Laborers Ballast Regular Machine $41.69 7A 2Y lKing Laborers Batch Weighman $35.34 7A 2Y lKing Laborers Brick Pavers $41.69 7A 2Y King Laborers Brush Cutter $41.69 7A 2Y ,King Laborers Brush Hog Feeder $41.69 7A 2Y ;King Laborers Burner $41.69 7A 2Y King Laborers Caisson Worker $42.991 ZA 2Y ,*King Laborers Carpenter Tender $41.691 7A 2Y lKing Laborers Caulker $41.691 7A 2Y :King Laborers Cement Dumper-paving $42.46 7A 2Y King Laborers Cement Finisher Tender $41.69 7A 2Y King Laborers Change House Or Dry Shack $41.69 7A- 2Y ',King Laborers Chipping Gun (under 30 Lbs.) $41.69 7A 2Y lKing Laborers Chipping Gun(30 Lbs. And Over) $42.46 7A 2Y ;King Laborers Choker Setter $41.69 7A 2Y JKing Laborers Chuck Tender $41.69 7A 2Y Nng Laborers Clary Power Spreader $42.461 7A 2Y ;King Laborers Clean -up Laborer $41.69 7A 2Y lKing Laborers Concrete Dumper/chute Operator $42.46 7A 2Y ;King Laborers Concrete Form Stripper $41.69 7A 2Y King. Laborers Concrete Placement Crew $42.46 7A 2Y !King Laborers Concrete Saw Operator/core Driller $42.46 7A 2Y King Laborers Crusher Feeder $35.34 7A 2Y EKing Laborers Curing Laborer $41.69 7A 2Y King Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $41.69 7A 2Y iKing Laborers Ditch Digger 1 $41.691 ZA I 2Y I jDepartment of Labor and Industries ��� sTATg0 Prevailing Wage o i, 'f- (360) 902 -5335 s www. lni. wa.gov /TradesLicensing /PrevWage �� oy4) 2 • This form must be typed or printed in ink. • Fill in all blanks or the form will be returned for correction (see instructions). • Please allow a minimum of 10 working days for processing. • Once approved, your form will be posted online at https://fortress.wa.gov/lni/TwiMub/SearchFor.asi) STATEMENT. OF INTENT TO PAY PREVAILING WAGES Public Works Contract $40.00 Filing Fee Required Intent ID # (Assigned by L &I) ]'3 �,. .ill „.. tlLF �1' - 3. ,'SH .. % Y informli ffi, -, T, .. a, kt l .: g :, rr wx. , .. � r � ;��. -�A.<. c � ,t.,..1�1,a t�.j�� � max„ � x r +.., w, m� Your Company Name ABC Company, Inc. '.md:; ,: -._ >fl, ...:',j13!'i }.y-,. :'.}s.;C, My.i' °-7,f - .'.H'f H�YF N9�i -...'.• ,;Ya, , Awardtn 1 ° .e. sal 1ttormat►on N A "� �`:�.. ��.., ,. g �geD��. �.�.. w.�# a� ,r��.°;� ,� ?r ;� Project Name Contract Number Road Repair 2011 -01B 4^ Your Address 1234 Main Street Awarding Agency WA State Department of.Tran • ” ation City Olympia State WA Zip +4 98501 -1234 Awarding Agency Addres PO Box 47354 Your Contractor Registration Number ABCCI *0123AA Your UBI Number 123456789 City Olympia State WA ip+4 98501 Your Industrial Insurance Account Number 111,111 -11 Awarding cy Contact Name John Do a her 5 -5555 Your Email Address (required for notification of approval) prevailingwage @lni.wa.gov (555) Your Phone Number 555 -5555 County Where . ill Be Performed QTy Where Work Will Be Performed Olympia . � -:�v. aro. � h ,p... �� /f+�l�.�. ' F. 1 . ?�A'i •ttI!) .r ( S` f riMY 3 �,,. .,..�: .... z�ddit►b a.DCtallS�t,�. �i.� � s^.....�., -,: �+r: �.. � �z; a�gi y ,xc � .�. --, t -, � ,�<.. r _ : •n �� �,s�. ��,�.�.�> K� ��5� ,�� � ,� � �� KIP �d., _ A..��>;h .. ��' . ,, I ,k/,..,'.,. � _.,� >��'��'" � � � �':rr >1<(r �t �bet��ls�� :� ��:;�<�,� � ����,�� � - € r'�r�t? � �t�3 -�� �a �' .�� >,�` �, ��3r,�'�� ,, .� �,��: >.. �`��,., ��r Your Expected Job Start Date (mm/dd /yyyy) 01/01/2011 Bid Due Prime Co is Award Date (Prime Contractor's) 8/01/201 08/10/2010 Dollar Amount our Contract (including ime and materials, if applicable. $1000.00 %tel Job Site Address/Directions State Street @ Plum Street �. 'xxr��.�T iiha:,+3r `�' "'�,, ';�'d 7 ri,�'1-r sr,...:i..�a:;; A2RAutids�ti$ x Jeathertzaron,arttergy . i, �4� . .. F`,m1 ] 75"„ ..-'$ °. h'L,"SSJ 'e. Does this project utilize American Recovery and Reinvestment Act (ARRA ❑ Yes ® No Mh n xN..,, :.W -.,.r --. �.;��, ,., „:'fi�t ar, �..,,' -,.v_ �'1'.�r Effc �ntund�{ ., '3i`.rt ,k?,..-.+ s,� # , .v Does this u '� ze any weatherization or energy efficiency upgrade funds (ARRA or o e)? ❑ Yes ® No ...,.ji!: , :.,('�- f- ±r..C�.; .: 3: P ": {.t, ..'.'A, 91; ff :N P.rrrtte Go1fr�a� tor$ CompanywTnor�hattton :< Contractor's Company Name YZ Company, Inc. �&'! e£, i} Eli W A "}^,tj$l?? i 3 h. _'? '..i _ .i.sa;. t:. ;r..:::. Pri 's Intent Nu r 12456 'm.. �., .., '5..,;>( 4..p j ..:R.'i 5 . ! �.,: '. L.Ye'.�, l2 .i,!�- •l: Irrrng:Contractor CompdnyPnfbrtaon rd R. ;a... tractor's Company Name Su avers, Inc. irrime rime Contractor's Registration Number YZIN *0123AA Prime Cont is 987654321 HK ng Contractor's Contractor Registration Number SUPERPA123AA Hiring Contractor's UBI Number 321456987 i + 5tt4+{� ". fnRy� ..� ,� � +.Yt� Y¢rt �kd4 F�.'e'.2 ,,:;i •,iZ�t"�k_a � ist awSM'��t�� „F,� t - .12. ,-.�,. ��a..ii3L, ��4. i'G4 a`' -t ;R` �k 341�x �ti:�C^Y�M.rr -�. 3- o you intend to use ANY subcontracto El Yes A0 Will employees perform work on this project? ® Yes F1 No ill ALL work be subcontracted? ® No Do you intend to use apprentice employees? ® Yes El No umber of Owner /O who own at leas 0° - the co mpa ho will perform work on the project: El None (0) ®One (1) [1 Two (2) E] Three (3) Irafts/Trades/ 'ecupations = Do not list appr ices. They are listed on the Affidavit of Wages Paid only.) an employe rks in more than one trade, ens that all hours worked in each trade are reported below. or additional s /trades/ lease use dum A. aborer - Asphal Number of Workers Rate of Hourly Pay Rate of Hourly Usual ( "Fringe ") Benefits 2 39.28 5.00 1 Power Equipment Operator - Asphalt Pit Operator 1 48.04 2.35 ruck Driver - Asphalt Mix ds) 1 46.47 0.00 i - ,`gg-,, �.;.,�n qa.'"r hereby certify that I have read and understand the instructions to complete this form and that the information, including any addenda, are correct and that all workers I employ on this ublic Works Project will be paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries. rint Name: Print Title: Signature: Date: or L &I I)se G}atl _ ; a i s ��a�:T" x...- Approved by signature of the Department of Labor and Industries Industrial Statistician IWOTICE: If the prime contract is at a cost of over one million dollars ($1,000,000.00), RCW 39.04.370 requires you to complete the EHB 2805 (RCW 39.04.370) Addendum and attach it your Affidavit of Wages of Paid when your work on the project concludes. This is only a notice. The EHB 2805 Addendum is not submitted with this Intent. AMPLE - F700- 029 -000 Statement of Intent to Pay Prevailing Wages 03 -2011 Department of Labor and Industries � s'rArE o� Prevailing Wage Program o b (360) 902 -5335 _ s www. Ini. wa.gov /TradesLicensing /PrevWage �y� 1889 �Qy • This form must be typed or printed in ink. • Fill in ALL blanks or the form will be returned for correction (see instructions). • Please allow a minimum of 10 working days for processing. • Once approved, your form will be posted online at https://fortress.wa.gov/lni/pwiapub/SearchFor.asp AFFIDAVIT OF WAGES PAII Public Works Contra $40.00 Filing Fee Require Affidavit ID # (Assigned by L &I): SAMPLE 1. ,'%` 'S;,i^?t'i i�. 6�'lti�,'„lf'S, .�, �tr� ''',ry i�rY°�.�4e>Jt`�f li:- �.RaN�ry�t £•? '_�xt�(.u�Yle"�+?i� >. i. J mai�. IGr y.3i,. E".R `]; A!pK !'.`° '.' ee E w J .;�•�Ltf .�+T"a. � ...'3 � �'1 ti.:a.' «.��. , ��!,.�4t�`��,. � WAyyardrn Project A errc ini'ormahon�';r,�,,:���s. , ..� ��Mt.� �- �,�:3:y��'�_.�:.y, ��.:!l��r•:�r�;. Your Company Name Name Contract Number ABC Company Road Repair 1123-456 Your Address Awarding Agency 1234 Main Street WA St Department oftransportation City State Zip +4 Awarding Agency Address+;; Olympia WA 98501 -1234 PO Box 123 Your Contractor Registration Number Your UBI Number City e t it State Zip +4 ABCCI *0123AA 123456789 Olympia It WA 98501 Your Industrial Insurance Account Number Awarding. Agency Contact Natne Y` irk, Phone Number 111,111 John s Doe (555:);555 -5555 -11 County Your Email Address (required for notification of approval) Your Phone Number WhereiWork Was Performed` CtxWhere Work Was Performed ty 555-5555 ESi Thurstonli,i Olympia prevatlmgwage @lm wa gov ( -3� . . "' t. - e i, '.74'� ^s'F < ?�"•sdt}" �J,':', a'.: 3• SYF.�f" ' �',a "Ti 1Y ', i. i;t - r°;'ffi:' ".4 gSsJ f 'y, � �,Y �S_. ' �t�dd�tt6nai�Deta ►is�;f,,d�.�,,.; � _ ,i � .H.. �;; <�� :> ,:..�.: . �.,� �, ,w.,.� :.. _... ,;. P' !('''d11tr:1'Gt, Bid D. t'd7IS�;2 40 aei - ,�u -_.._ . _ __ __ _.�� . Due Date (Prime Contractor's)'§ .,��`h. k ya�'vxi a a.' N1r�, _ ._;� ., _ -- Award Date (Prime Contractor's) Your Job Start Date (mm/dd/yyyy) Your Date Work Completed (mm/dd/yyyy) 2/1/2011 3/1/2011 t °1J1 /2011 1/5/2011 'Indicate Job Site Address /Directions Your Approved Intent ID, # Tota�Dollar Amount o ur Contract Plum and State Street 123456 v! (molud tax). kI0000.00 U.�:. iigsates , EHB 2805 (RCW 39.04.370) — Is the Prime Contractor's If you''an"sered "Yes" to the EHB 2805 question and the Award Date is 9/1/2010 or El Y( �,iVo Contract at a cost of over one million dollars ($1,000,000)? later you�nu;'s,"t,com lete and submit the EHB 2805 (RCW 39.04.370) Addendum. raW't� y.,- :�t,10-r ....L� Does e3t11C4'1$t10r1Ur'11Ci f�IC►Clit.�IJUi151;; Does this project utilize American Recovery and Remvestrrient Act (ARRA) funds ?„ -this project':- tiilize any weatherization or energy efficiency upgrade funds ❑ Yes ®No tl (ARRA-;or otherwise)? ❑Yes ED No = Pr.,lme LUntractor s,;Coni .8'uyTnformahon, :;,, o-.. , „ a Hiring rin contractor's qrp alt , .. ormatron Prime Contractor's Company Name b tt Contractor's Company Name XYZ Company �'`' p Y � `l;sE € �r �� l N. t'' ,��;.CBA 3' Hiring Company Prime Contractor's Registration Number Prme Contractor's UBI; Number Contractor's Registration Number Hiring Contractor's UBI Number XYZCI *0123AA °a 9 CBACI *0123AA 456789123 :...e; e. "i`�!'u�43"'.�,i f, ..::fVY � .:. >.-..' .4. :� �' ,5, Fpm loytnenLtformatton "s :' -l' ��..�A� ��' •li g t .� Git % Y��9�y -.^ t ,�.`^i 5th: 3:1.'?'`•!i i nitiF :'_'dh"pE,i !",:.'. � 4'r �i...t _i d l:. t�✓5'!r«e j :h _ 1 �.Tt t, K A` �. ., � 5 ''(,f Did you use ANY subcoiztractors? ❑ Yes (A r endu' 1#'Reguire' ;,t' ® No Did employees perform work on this project? ® Yes []No Was ALL work subcontraCWd? .0,-Yes (Addendum B Required) ®No Did you use apprentice employees? El Yes ® No Number of Owner /Operators who own at least 30% o£the Company who performed work on this project: ❑None (0) ® One (1) [1 Two (2) El Three (3) You must list the First and Last Names of an Owner /O' erator performing work below List your Crafts/Trades /Occupations Below - For 7ouiney Level Workers you must Number of Total # of Hours Rate of Hourly Rate of Hourly provide all of the information below. Owner /Operators*= must provide their First and Last Workers Worked Pay Usual ( "Fringe ") name no other information required. "Apprenttces`a're not recorded below. You must Benefits use Addendum D to list Apprentices. t``i��t General Labor 2 153 41.23 8.54 Carpenter 5 1 210 52.26 1 10.13 �%ttature:B)ocJt I hereby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name: Jane Doe Print Title: Bookkeeper Signature: Date:3 /5/2011 Forl &I }sa Onl APPROVED: Department of Labor and Industries B Y Industrial Statistician SAMPLE - F700- 007 -000 Affidavit of Wages Paid 3 -2011 CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Ref: Pay Estimate No. Project NE 5th PL / Edmonds Ave NE Storm System Improvement Project, and NE 5th PL Water Main Replacement Project, SWP -27 -2306, WTR -27 -3673 CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from through in accordance with the Statements of Intent to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted to the City of Renton prior to or with the last pay request. Title: List of Subcontractors Used on the Project: 20- City- Cer[- PrevailingWages.doc\ Company Name t 1. v A ATION s 'I LISTING t t u [ZEMENTS FOR THE P-REV,ENTLO.N. 1{.ENVI. Z-6' -, E11I'AZ�:P.Oq L1TT1().N ANn' 44 6.54, tvo: WW4 and No. 11 Z42 contarneel� m King County. Code Titles 8 arid: 110 are provisions for disposition'of refuse and litter in a licensed disposal site and provide pena`lcies, for failare to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control A ene : Re ulation l: A regulation to: control. the emission of air contaminants from all sources withi n the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in accordance wiih the Washington Gleam Air Act, R.C.W. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W_A.C. 18 -02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically report to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation 1. R.C.W. 90-48: Enacted to maintain the highest possible standards to ensure the purity of all water Of the State consistent with public health and public enjoyment thereof, the propagation and protection of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the state, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of $5,000 /day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. R.C.W. 76- 04.370: Provide for abatement of additional fire hazard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner and/or person responsible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. H: 1DIV1510N. S\ UT ILrrtE.S \WATER\RICK�Springbrook Sprin.- ABTDSPEC.130CM Section 13 of the River and Harbor Act approved March 3, 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citizen may file a complaint with the U. S. Attorney and share a portion of the fine. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. 25789 requires an unclassified use permit for filling, quarrying (including borrow pits and associated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subsequent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines. Permit acquired by Public Works and reviewed by Building and Land Development Division_ King County Ordinance No. I488 requires permit for grading, land fills, gravel pits, dumping, quarrying and mining operations except on County right -of -way. Review by Building and Land Development Division. H:\ DIVISION. S\ LFM rI'[E.S\NVA7'ER\RJCKISpringbrook SpringstBIDSPEC.DOGbh f t I 1 11 WASHINGTON S.'I` VTE DEPARTMENT OF FISH.ERIIIS A. ND GAME p 949: Requires hydraulics :pewit :tin certain ;projects. (King County Chapter 112, Laws of 1 Department of Public Works will obtain.) WASHINGTON STATEDEPAR'J'MEN:T OF ECOLOGY W.A.C. 173 =220 :Requires a I�Iational Pgllutanf,Dzsch.arge EIirrunation System (Nl'DES) permit before discharge of pollutants from a point source .into the navigable waters. of the State of Washington, W.A.C. 372 -24: Permit to discharge coilimercial or industrial waste waters into State surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity). W.A.C. 508- 12 -I00: Requires permit to use surface water. W.A.C. 50842490-. Requires that changes to pehiiits for water use, be reviewed, by the Department of Ecology whenever it is desired to change tiie. purpose of use, the place of use, the point of withdrawal andlor.the diversion of water. W_A.C. 508=12 =220: Requires permit to use groundwater. W.A.C. 508 -12 -260. Requires permit to construct reservoir for water storage. W.A.C. 508 -12 -280: Requires permit to construct storage dam. W.A.C. 508 -60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for recreational purposes or yard debris disposal. AIso the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining operation (including sand, gravel, stone, and earth from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit for construction (other than bridges, see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain.) LH:I DIVISION. S\ UTiLrM.StWATER\RiCK\Springbrook Springs\BiDSPEC.DOGbh ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic, Part 61• Requires that the Environmental Protection Agency be notified five (5) days prior to the demolition of any structure containing asbestos material (excluding residential structures having1ewer than five (5) dwelling units). The above requirements will be applicable only where called for on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, WA. 98144. It shall be the responsibility of the Contractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. H:\ DIVISION. S\ UTILTnE .S\WATER\RICK\Springbrook Sp6ngs\BIDSPEC.D0Gbh Wow-city of V 1, CITY OF RENTON 1 SPECIAL PROVISIONS n 1 r 0 I I 7 t 1 11 n n t L City of Renton SPECIAL PROVISIONS SPECIALPROVISIONS ................................................ ..............................9 1 -01 DEFINITIONS AND TERMS .............................. ..............................9 1 -01.1 General ................................................................. ..............................9 1 -01.3 Definitions ........................................................... ..............................9 1- 02 ... BID PROCEDURES AND CONDITIONS ...... .............................11 1 -02.6 Preparation of Proposal ................................... .............................11 1- 02.6(1) Proprietary Information .............................. .............................11 1 -02.12 Public Opening of Proposals .......................... .............................11 1 -03 AWARD AND EXECUTION OF CONTRACT .............................11 1 -03.1 Consideration of bids ........................................ .............................11 1 -03.2 Award of Contract ............................................. .............................11 1 -03.3 Execution of Contract ....................................... .............................12 1 -04 SCOPE OF WORK .............................................. .............................12 1 -04.2 Coordination of Contract Documents ............ .............................12 1 -04.3 Contractor- Discovered Discrepancies ............. .............................12 1 -04.4 Changes............ ................................................... .............................13 1 -04.8 Progress Estimates and Payments ................... .............................13 1 -04.11 Final Cleanup .................................................. .............................13 1 -05 CONTROL OF WORK ....................................... .............................13 1 -05.4 Conformity With and Deviation from Plans and Stakes ............ 13 1- 05.4(3) Contractor Supplied Surveying .................. .............................14 1- 05.4(4) Contractor Provided As -Built Information ............................15 1 -05.7 Removal of Defective and Unauthorized Work ..........................15 1-05.11(3) Operational Testing ..................17 1 -05.14 Cooperation with Other Contractors ............ .............................17 H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc1 1 -05.18 Contractor's Daily Diary ................................ .............................18 1 -06 CONTROL OF MATERIAL .............................. .............................19 1 -06.1 Approval of Materials Prior to Use ................. .............................19 1- 06.2(1) Samples and Tests for Acceptance .............. .............................19 1- 06.2(2) Statistical Evaluation of Materials for Acceptance ................19 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC........................................................................... .............................19 1 -07.1 Laws to be Observed ......................................... .............................19 1 -07.6 Permits and Licenses ........................................ .............................19 1- 07.9(5) Required Documents .................................... .............................20 1- 07.11(11) City of Renton Affidavit of Compliance . .............................20 1 -07.12 Federal Agency Inspection ............................. .............................20 1- 07.13(1) General ........................................................ .............................20 1- 07.16(1) Private /Public Property ............................. .............................21 1 -07.17 Utilities and Similar Facilities ........................ .............................22 1- 07.17(1) Interruption of Services ............................. .............................24 1 -07.18 Public Liability and Property Damage Insurance ....................24 1 -07.22 Use of Explosives ............................................. .............................27 1- 07.23(1) Construction Under Traffic ....................... .............................27 1 -08 PROSECUTION AND PROGRESS ................ ............................... 28 1 -08.0 Preliminary Matters ....................................... ............................... 28 1- 08.0(1) Preconstruction Conference ........................ .............................28 1 -08.1 Subcontracting ................................................ ............................... 29 1 -08.2 Assignment ......................................................... .............................30 1 -08.3 Progress Schedule ............................................. .............................31 1 -08.5 Time For Completion ........................................ .............................32 1 -08.6 Suspension of Work ........................................ ............................... 33 1 -08.9 Liquidated Damages ....................................... ............................... 33 1 -08.11 Contractor's Plant and Equipment ............. ............................... 33 H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc2 . 1 -08.12 Attention to Work ......................................... ............................... 33 1 -09 MEASUREMENT AND PAYMENT ............... ............................... 34 1 -09.1 Measurement of Quantities .............................. .............................34 ' 1 -09.3 Scope of Payment .............................................. .............................35 42 1 -09.7 Mobilization ....................................................... .............................35 1 -09.9 Payments ............................................................ .............................35 1- 09.9(1) Retainage ....................................................... .............................36 1- 09.11(2) Claims .......................................................... .............................38 48 1- 09.13(3)B Procedures to Pursue Arbitration ........ ............................... 39 1 -09.14 Payment Schedule (New Section) ................ ............................... 39 1 -10 TEMPORARY TRAFFIC CONTROL ........... ............................... 41 2 -02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS ..............48 1 -10.1 General ............................................................... .............................41 1- 10.2(1)B Traffic Control Supervisor ....................... .............................42 1- 10.2(2) Traffic Control Plans .................................... .............................42 SPECS- NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc3 1- 10.3(3) Construction Signs ..................................... ............................... 42 1 -10.4 Measurement ..................................................... .............................42 1 -10.5 Payment ............................................................. .............................42 1 -11 RENTON SURVEYING STANDARDS ............. .............................43 2 -01 CLEARINGy GRUBBINCS AND ROADSIDE CLEANUP ........... 48 2 -01.1 Description ......................................................... .............................48 2 -01.2 Disposal of Usable Material and Debris.. .................................... 48 2 -01.5 Payment .......................48 .................................... ............................... 2 -02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS ..............48 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs ........................48 2 -02.4 Measurement ................................................... ............................... 49 2 -02.5 Payment ........................................................... ............................... 49 2 -03 ROADWAY EXCAVATION AND EMBANKMENT .................... 49 2 -03.3 Construction Requirements ........................... ............................... 49 2 -03.4 Measurement ........................................... :....................................... 50 H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc3 2 -03.5 Payment ........................................................... ............................... 50 2 -04 HAUL .................................................................. ............................... 51 2 -04.5 Payment ........................................................... ............................... 51 2 -06 SUBGRADE PREPARATION ........................... .............................51 2 -06.5 Measurement and Payment .......................... ............................... 51 2 -09 STRUCTURE EXCAVATION ............................ .............................51 2 -09.1 Description ......................................................... .............................51 2- 09.3(1)D Disposal of Excavated Material ............... .............................51 2 -09.4 Measurement ................................................... ............................... 51 2 -09.5 Payment ........................................................... ............................... 52 5 -04 ASPHALT CONCRETE PAVEMENT ............ ............................... 53 5 -06 TRENCH RESTORATION AND OVERLAY ............................... 55 7 -01 DRAINS .............................................................. ............................... 59 7 -01.2 Materials .......................................................... ............................... 59 7 -01.3 Construction Requirements ........................... ............................... 59 7 -01.4 Measurement ................................................... ............................... 59 7 -02 CULVERTS ........................................................ ............................... 59 7 -02.2 Materials .......................................................... ............................... 59 7 -04 STORM SEWERS ............................................. ............................... 59 7 -04.2 Materials .......................................................... ............................... 59 7 -04.4 Measurement ................................................... ............................... 60 7 -04.5 Payment ........................................................... ............................... 60 7 -05 MANHOLES, INLETS, AND CATCH BASINS ........................... 61 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade ...................61 7- 05.3(2) Abandon Existing Manholes ....................... .............................62 7- 05.3(3) Connections to Existing Manholes ............. .............................62 7 -05.4 Measurement ................................................... ............................... 63 7 -05.5 Payment ........................................................... ............................... 63 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS .............63 H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc4 i ii 1 1 u it ri 7- 08.3(1)C Bedding the Pipe ........................................ .............................63 7- 09.3(2)A Survey Line and Grade ............................. .............................64 7- 08.3(2)B Pipe Laying — General ............................. ............................... 64 7- 08.3(2)E Rubber Gasketed Joints ............................ .............................65 7- 08.3(2)H Sewer Line Connections ........................... .............................65 7- 08.3(2)J Placing PVC Pipe ..................................... ............................... 65 7 -08.4 Measurement :.................................................. ............................... 65 7 -08.5 Payment ........................................................... ............................... 65 7 -09 PIPE AND FITTINGS FOR WATER MAINS .............................. 66 7- 09.3(15)A Ductile Iron Pipe ...................................... .............................66 7- 09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) ......... 66 7- 09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene ... 66 7- 09.3(19)A Connections to Existing Mains ............... .............................67 7- 09.3(21) Concrete Thrust Blocking and Dead -Man Block .................67 7- 09.3(23) Hydrostatic Pressure Test .......................... .............................67 7- 09.3(24)A Flushing and ............................................. .............................68 7- 09.3(24)D Dry Calcium Hypochlorite ................... ............................... 69 7- 09.3(24)K Retention Period ....................................... ............................69. 7- 09.3(24)N Final Flushing and Testing ................... ............................... 69 7- 09.3(25) Joint Restraint Systems ........................... ............................... 69 7 -09.4 Measurement ................................................... ............................... 71 7 -09.5 Payment ........................................................... ............................... 71 7 -12 VALVES FOR WATER MAINS ....................... ............................... 71 7- 12.3(1) Installation of Valve Marker Post ............... .............................71 7- 12.3(2) Adjust Existing Valve Box to Grade ........... .............................72 7 -12.4 Measurement ..................................................... .............................72 7 -12.5 Payment ........................................................... ............................... 72 7 -14 HYDRANTS ....................................................... ............................... 73 7- 14.3(1) Setting Hydrants ........................................... .............................73 H:Tile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc5 7- 14.3(3) Resetting Existing Hydrants ....................... .............................74 7- 14.3(4) Moving Existing Hydrants .......................... .............................74 7 -14.5 Payment ........................................................... ............................... 74 7 -15 SERVICE CONECTIONS .................................. .............................74 7 -15.3 Construction Details ....................................... ............................... 74 7 -15.5 Payment ........................................................... ............................... 75 7 -17 SANITARY SEWERS ......................................... .............................75 7 -17.2 Materials .......................................................... ............................... 75 7- 17.3(1) Protection of Existing Sewerage Facilities . .............................75 7- 17.3(2)H Television Inspection ................................. .............................75 7 -17.4 Measurement ..................................................... .............................76 7 -17.5 Payment ........................................................... .............................76 8 -09 RAISED PAVEMENT MARKERS.......... .......... .............................77 8 -09.5 Payment ........................................................... ............................... 77 8 -13 MONUMENT CASES ....................................... ............................... 77 8 -13.1 Description ......................................................... .............................77 8 -13.3 Construction Requirements ........................... ............................... 77 8 -13.4 Measurement .................................................. ............................... 77 8 -13.5 Payment .......................................................... ............................... 77 8 -14 CEMENT CONCRETE SIDEWALKS ............. .............................78 8- 14.3(4) Curing ............................................................ .............................78 8 -14.4 Measurement ..................................................... .............................78 8 -14.5 Payment ........................................................... ............................... 78 8 -17 IMPACT ATTENUATOR SYSTEMS ............. ............................... 78 8 -17.5 Payment ........................................................... ............................... 78 8 -20 . ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL............................................................. ............................... 79 8- 20.2(1) Equipment List and Drawings .................... .............................79 8 -22 PAVEMENT MARKING .............................. H:Tile Sys \SWP -Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc6 f ii t u 1� J 8 -22.1 Description ......................................................... .............................79 8- 22.3(5) Installation Instructions .............................. .............................80 8 -22.5 Payment ........................................................... ............................... 80 8 -23 TEMPORARY PAVEMENT MARKINGS ..... ............................... 80 8 -23.5 Payment ............................................................. .............................80 8- 24.3(1) Rock Wall ...................................................... .............................80 9- 03.8(2) HMA Test Requirements ............................ ............................... 82 9 -05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS... 82 9 -05.4 Steel Culvert Pipe and Pipe Arch RC 82 9- 05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) ........................82 9- 05.7(2)A Basis for Acceptance (RC) ...................... ............................... 83 9- 05.7(3) Concrete Storm Sewer Pipe Joints (RC) .. ............................... 83 9- 05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) ....................83 9 -05.9 Steel Spiral Rib Storm Sewer Pipe ( RC) ......... .............................83 9- 05.12(3) CPEP Sewer Pipe ........................................ .............................84 9 -05.14 ABS Composite Sewer Pipe ............................ .............................84 9 -05.17 Aluminum Spiral Rib Storm Sewer Pipe ...... .............................84 9 -08 PAINTS ............................................................... ............................... 90 9 -08.8 Manhole Coating System Products ............... ............................... 90 9 -23 CONCRETE CURING MATERIALS AND ADMIXTURES ...... 92 9 -23.9 Fly Ash (RC) .................................................... ............................... 92 9 -30 WATER DISTRIBUTION MATERIALS ......... .............................93 9- 30.3(1) Gate Valves (3inches to 12 inches) ............ ............................... 93 9- 30.3(3) Butterfly Valves ............................................ .............................93 9- 30.3(5) Valve Marker Posts .................................... ............................... 94 9- 30.3(7) Combination Air Release /Air Vacuum Valves ........................ 94 9- 30.3(8) Tapping Sleeve and Valve Assembly ......... ............................... 94 9- 30.3(9) Blow -Off Assembly ..................................... ............................... 94 9 -30.5 Hydrants .......................................................... ............................... 94 H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc7 9- 30.5(1) End Connections (RC) ............................... ............................... 94 9- 30.5(2) Hydrant Dimensions .................................. ............................... 94 9- 30.6(3)B Polyethylene Pipe ....................................... .............................95 9- 30.6(4) Service Fittings ........................................... ............................... 95 9- 30.6(5) Meter Setters ................................................. .............................95 H:Tile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc8 n jSPECIAL PROVISIONS 1 1 -01 DEFINITIONS AND TERMS 1 -01.1 General Section 1 -01.1 is supplemented with: Whenever reference is made to the State, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. 1 -01.3 Definitions Section 1 -01.3 is revised and supplemented by the following: Act of god "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the work, which might reasonably have been anticipated from historical records of the general locality of the work, shall not be construed as an act of god. Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. Dates Bid Opening Date: The date on which the Contracting Agency publicly . opens and reads bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract time begins. Contract Completion Date: The date by which the work is contractually required to be completed. Final Acceptance Date: The date the Contracting Agency accepts the work as complete per the contract requirements. .Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by Owner for the construction engineering of a specific public works project. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc9 Inspector Owner's authorized representative assigned to make necessary observations of the work performed or being performed, or of materials furnished or being furnished by. Contractor. Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. O Owner The City of Renton or its authorized representative also referred to as Contracting Agency. m Performance and Payment Bond W Same as "Contract Bond" defined in the Standard Specifications. Plans The contract plans and/or standard -plans which show location, character, and dimensions of prescribed work including layouts, profiles, cross - sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless. of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to Engineer's points, this shall mean all marks, bench marks, reference points, stakes, hubs,.tack, etc., established by Engineer for maintaining horizontal and vertical control of the work. Provide Means "furnish and install" as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Planning/Building/Public Works Administrator. Shop Drawings Same as "Working Drawings" defined in the Standard Specifications. Special Provisions Modifications to the standard specifications and supplemental specifications that apply to an individual project. The special provisions may describe work the specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The Contractor shall include all costs of doing this work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by Engineer at request of Contractor by means of drawings or documents necessary, in the opinion of Engineer, for the proper execution of the work. Such drawings and instructions are consistent with the Contract Documents. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc10 utility Public or private fixed improvement for, the transportation of fluids, gases, power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines, conduits, ducts, sewers, or storm drains. 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.6 Preparation of Proposal ' The third paragraph is revised as follows: All prices shall be in legible figures and words written in ink or typed. The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), each unit price shall also be written in words; where a conflict arises the written words shall prevail. 1- 02.6(1) Proprietary Information 1- 02.6(1) is a new section. Vendors should, in the bid proposal, identify clearly any material(s) which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five). years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt., 1 1 -02.12 Public Opening of Proposals Section 1 -02.12 is supplemented with the following: I The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.1 Consideration of bids Section 1 -03.1 is supplemented with the following: All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. 1 -03.2 Award of Contract Section 1 -03.2 is supplemented with the following: The contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. l HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.docl 1 1 -03.3 Execution of Contract Section 1 -03.3 is revised and supplemented as follows: Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.1.8, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post -award information and evaluation activities. 1 -04 SCOPE OF WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to Division 1 -99 APWA Supplement 6. Amendments to the Standard Specifications, 7. Division 1 -99 APWA Supplement 8. WSDOT /APWA Standard Specifications for Road, Bridge and Municipal Construction 9. Contracting Agency's Standard Plans (if any) 10. WSDOT /APWA Standard Plans for Road, Bridge and Municipal Construction Section 1 -04.3 is a new section: 1 -04.3 Contractor - Discovered Discrepancies Upon receipt of award of contract, Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. Contractor shall, prior to ordering material or performing work, report in writing to Engineer any HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.docl2 u 1 t 1 n t n 1 t jerror, inconsistency, or omission in respect to design or mode of construction, which is discovered. If Contractor, in the course of this study or in the accomplishment of the work, fmds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to .design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check the same. Any work done after such discovery, until correction of Plans or authorization of extra work is given, if Engineer finds that extra work is involved, will be done at Contractor's risk. If extra work is involved, the procedure shall be as provided in Section 1- 04.4 of the Standard Specifications. 1 1 -04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case -by -case basis. 1 -04.8 Progress Estimates and Payments Section 1 -04.8 is supplemented as follows: The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of lump sum work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the specifications. 1 -04.11 Final Cleanup Section 1 -04.11 is supplemented as follows: All salvage material as noted on the plans and taken from any of the discarded facilities shall, at the engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The contract price for "Finish and Cleanup, lump sum," shall be full compensation for all work, equipment and materials required to perform final cleanup. If this pay item does not appear in the contract documents then final clean up shall be considered incidental to the contract and to other pay item and no further compensation shall be made. 1 -05 CONTROL OF WORK 1 -05.4 Conformity With and Deviation from Plans and Stakes Section 1 -05.4 is supplemented with the following: If the project calls for Contractor supplied surveying, the Contractor shall provide all required survey work, including such work as mentioned in Sections 1- 05.4(1) and 1- 05.4(2), 1 -11 and elsewhere in these specifications as being provided by the Engineer. All costs for this survey work shall be included in "Contractor Supplied Surveying," per lump sum. The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1 -05.4 and will perform such work per Section 1 -11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or Contractor supplied surveyor adequate time for setting stakes., HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpeeProv- 2006- DCv03.doc13 n \J The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will. be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey work shall be done in accordance with Section 1 -11 SURVEYING STANDARDS of these specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1- 11.1(4). These field notes shall include all survey work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey work and the survey work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. 1- 05.4(3) Contractor Supplied Surveying Section 1- 05.4(3) is a new section: When the contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey work shall be done in accordance with Sections 1 -05.4 and 1- 11. The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the plans that prevent the Contractor and/or Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. The Contractor shall coordinate his work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The surveyor shall be responsible for maintaining As -Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As -Built records for the project. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.docl4 ' I If the Contractor and Surveyor fail to provide, as directed by the Engineer and/or these plans and specifications, accurate As -Built records and other work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As -Built records and other work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer- supplied surveying from moneys owed to the Contractor. Payment per Section 1 -04.1 for all work and materials required for the full and complete survey work required to complete the project and as -built drawings shall be included in the lump sum price for "Contractor Supplied Surveying." 1- 05.4(4) Contractor Provided As -Built Information Section 1- 05.4(4) is a new section: It shall be the contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the contractor's responsibility to have his surveyor locate by centerline station, offset and elevation each major item of work done under this contract per the survey standard of Section 1 -11. Major items of work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design Grade, Vaults, Culverts, Signal Poles, Electrical Cabinets. After the completion of the work covered by this contract, the contractors surveyor shall provide to the City the hard covered field book(s) containing the as -built notes and one set of white prints of the project drawings upon which he has plotted the notes of the contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as -built location of the new work as he recorded in the field book(s). This drawing shall bear the surveyors seal and signature certifying its accuracy. All costs for as -built work shall be included in the contract item "Contractor Supplied Surveying," lump sum. 1 -05.7 Removal of Defective and Unauthorized Work Section 1 -05.7 is supplemented as follows: Contractor shall promptly replace and re- execute work by Contractor forces, in accordance with the intent of the Contract and without expense to Owner, and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If Contractor does not remove such condemned work and materials and commence re- execution of the work within 7 calendar days of notice from Engineer, Owner may correct the same as provided in the Standard Specifications. In that case, Owner may store removed material. If Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to Contractor of the fact of such removal, Owner may, upon an additional 10 calendar days' written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from moneys due to Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. Owner may bid at any such sale. Contractor shall be liable to Owner for the amount of any deficiency from any funds otherwise due Contractor. 1 -05.10 Guarantees Section 1 -05.10 is supplemented as follows: If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, of if such Work has been rejected by the Engineer, remove it from the Project Site and replace HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc15 fl it with non- defective and authorized Work, all without cost to the Contracting Agency. If the j Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1 -05.8 "Owners Right to Correct Defective and/or Unauthorized Work." The Contractor agrees the above one -year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the tight of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its.provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1 -05.11 Final inspection 1- 05.11(1), Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: r 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction of repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for Final Inspection. 1- 05.11(2) Final Inspection Date When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer r H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc16 1 t r I t 1 will set a date for Final Inspection. The Engineer and the Contractor will then make a final Inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection revels the Work incomplete of unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, rake whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.8. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing , of the date upon which the Work was considered physically complete, that date shall constitute the Physical completion date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1- 05.11(3) Operational Testing Unless otherwise noted in the Contract Documents, Contractor shall give Engineer a minimum of 3 working days' notice of the time for each test and inspection. If the inspection is by another authority than Engineer, Contractor shall give Engineer a minimum of 3 working days' notice of the date fixed for such inspection. Required certificates of inspection by other authority than Engineer shall be secured by Contractor. 1 -05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. 1 -05.14 Cooperation with Other Contractors Section 1 -05.14 is supplemented as follows: Contractor shall afford Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective work and shall properly connect and coordinate Contractor's work with theirs. Other utilities, districts, agencies, and contractors who may be working within the project area are: 1. Puget Sound Energy (gas and electric) 2. AT &T Broadband 3. QWest Communications 4. City of Renton (water, sewer, transportation) 5. Soos Creek Sewer and Water District 6. Cedar River Sewer and Water District 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2,006- DCv03.doc17 1 -05.18 Contractor's Daily Diary Section 1 -05.18 is a new section: Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this Work. This Diary will be created by pen entries in a hard -bound diary book of the type that is commonly available through commercial outlets. The Diary must contain the Project and Number; if the Diary is in loose -leaf form, this information must appear on every page. The Diary must be kept and maintained by Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A complete description of work accomplished during the day with adequate references to the Plans and Contract Provisions so that the reader can easily and accurately identify said work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect Contractor, Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off -site by Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on -site during each day. 8. Listing of the number of Contractor's employees working during each day by category of employment. 9. Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake -out, and all other services furnished by Owner or other party during each day. 11. Entries to verify the daily (including non -work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by Contractor's official representative on the project. Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between Contractor and Owner that the Daily Diary maintained by Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this Contract. Failure of Contractor to maintain this Diary in the manner described above will constitute a waiver of any such claims or disputes by Contractor. Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc18 1 J 1-1 I t t 1 t r 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed Section 1 -07.1 is supplemented as follows: Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to Engineer by Contractor. 1 Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by Contractor. 1 -07.5 Environmental Regulations Project SWP -27- 1 -06 CONTROL OF MATERIAL 1 -06.1 Approval of Materials Prior to Use Section 1 -06.1 is supplemented as follows: permits obtained by the City. The materials and equipment lists submitted to Engineer at the Preconstruction Conference shall include the quantity, manufacturer and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by Engineer as to conformity with the Contract Documents. Engineer will review the lists within 10 working days, noting required corrections. Contractor shall make required corrections and file 2 corrected copies with Engineer within one week after receipt of required corrections. Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1- 06.2(1) Samples and Tests forAcceptance Section 1- 06.2(1) is supplemented a follows: The finished Work shall be in accordance with approved samples. Approval of samples by Engineer does not relieve Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1- 06.2(2) Statistical Evaluation of Materials forAcceptance Section 1- 06.02(2) is supplemented by adding the following: Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed Section 1 -07.1 is supplemented as follows: Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to Engineer by Contractor. 1 Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by Contractor. 1 -07.5 Environmental Regulations Project SWP -27- Section 1 -07.5 is supplemented as follows: The Contractor shall comply with all construction related provisions of the HPA and other permits obtained by the City. The Contractor shall be responsible for making any changes required by the agencies, and payment of any fines, for violations of any construction related provisions. The City will not make additional compensation for any changes or fines due to the Contractors violations. 1 -07.6 Permits and Licenses Section 1 -07.6 is supplemented as follows: HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc19 The permits, easements, and right of entry documents that have been acquired are available for inspection and review. Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to Owner. Contractor is required to indemnify Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the work, and inspection fees in connection therewith shall be secured and paid for by Contractor. If Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by Owner thereby shall be charged against Contractor and deducted from any funds otherwise due Contractor. 1- 07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: Contractor must submit weekly- certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project's funding source. 1- 07.11(11) City of Renton Affidavit of Compliance Section 1- 07.11(11) is new: Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance ". A copy of this document will be bound in the bid documents. _ 1 -07.12 Federal Agency Inspection Section 1 -07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. ' 1- 07.13(1) General Section 1- 07.13(1) is supplemented as follows: During unfavorable . weather and other conditions, the contractor shall pursue only such portions of the work as shall not be damaged thereby. No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless by special means or precautions acceptable to the engineer, the contractor shall be able to overcome them. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc20 t t 1, 1 -07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph, and replace it with the following: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the work, nearby land, streams , and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. 1 -07.14 Responsibility for Damage Project SWP -27- Section 1 -07.14 is supplemented by adding the following: All references to the "State ", "Commission ", "Secretary", "Department ", and "officers and employees of the State" shall read "Contracting Agency ". 1- 07.16(1) Private /Public Property Section 1- 07.16(1) is supplemented by adding the following: The Contracting Agency will obtain all easements and franchises required for the project. The contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the work under the contract together with the right of access to such lands. The contractor shall not unreasonably encumber the premises with his equipment or materials. The contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary work as required by his operations. The contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction work under this contract on easements, right -of -way, over private property or franchise, shall be confined to the limits of such easements, right -of -way or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The contractor shall schedule his work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. The contractor shall use rubber wheel equipment similar to the small tractor -type backhoes used by H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc21 C. Easements, cultivated areas and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right -of -way, the contractor shall strip top soil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The contractor shall use rubber wheel equipment similar to the small tractor -type backhoes used by H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc21 side sewer contractors for all work, including excavation and backfill, on easements or rights -of -way which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the contractor and immediately replace, after the trench is backfilled, in their original position. The contractor shall notify the Contracting Agency and property Owner at least 24 hours in advance of any work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work shall be done to the satisfaction of the property Owners and the Contracting Agency at the expense of the contractor. D. I Streets. The contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the contractor does not have labor or material immediately available to make necessary repairs, the contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the contractor. The contractor is responsible for identifying and documenting any damage that is pre - existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 is supplemented by adding: Existing utilities indicated in the Plans have been plotted from the best information available to Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner and Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the work. All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. In addition to Contractor having all utilities field marked before starting work, Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48 Hour Locators 1- 800 - 424 -5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, Contractor shall notify the Underground HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc22 I Utilities Location Center by telephone of the planned excavation and progress schedule. Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by Contractor for locations. Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before Contractor begins work, or may be performed in conjunction with the contract work. Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1 -05.14 of these Special Provisions. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc23 If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to Contractor for reason of delay caused by the actions of any utility company and Contractor shall consider such costs to be incidental to the other items of the contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at Engineer's request. In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities described in Section 1 -07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1- 07.17(1) Site Specific Potholing Section 1- 07.17(1) is a new section: Site Specific Potholing is intended to be additional potholing as directed by the Engineer, which is in addition to potholing included as incidental for utility installation. Where underground utilities are found to be in the way of construction, such condition shall not be deemed to be a changed or differing site condition, and if necessary, pipe alignment or grade shall be modified. No payment will be made unless potholing has been performed prior to trench excavation, and witnessed by the Engineer. Different utilities may be found to occupy a common trench. Any two or more utilities separated by 3 feet or less shall constitute one locate. Where multiple utilities exist in close proximity, the Contractor shall be paid for one locate for every 5 feet of exploration trench. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. The contractor shall perform for this potholing a minimum of five working days prior to crossing to allow for potential revisions. The contractor shall not have cause for claim of down -time or any other additional costs. associated with `waiting' if the owner provides design revisions (related to the information supplied per this section) within three working days after the contractor provides the surveyed elevations. In no way shall the Work described under Site Specific Potholing relieve the Contractor of any of the responsibilities described in Section 1 -07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc23 1- 07.17(1) Interruption of Services Section 1- 07.17(1) is a new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service; if needed, will be arranged by the Contractor at no cost to the Owner. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items. of the Contract; no separate payment will be made. 1 -07.18 Public Liability and Property Damage Insurance Section' 1 -07.18 is deleted replaced by the following new section and subsections: 1- 07.18(1) General ; The contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. 1- 07.18(2) Coverages As part of the response to this proposal, the Contractor shall submit a completed City of Renton Insurance Information form which details specific coverage and limits for this contract. All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims -made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc24 i 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. Best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. r The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and /or broader coverage. CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. jB. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc25 Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable). • Explosion, Collapse and Underground Hazards • Products /Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles • Non -Owned Vehicles - • Hired Vehicles C. Workers' Compensation • Statutory Benefits (Coverage A) - Show Washington Labor & Industries Number i D. Umbrella Liability (when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage ,.. should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, (i.e. architectural, engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability covering wrongful acts, errors r- and/or omissions of the CONTRACTOR for damage sustained by reason of or in the course of operations under this Contract. F. The Contracting Agency reserves the right to request and/or require additional _ coverages as may be appropriate based on work performed (i.e. pollution liability). CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. jB. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc25 The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, ',in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1 -08 PROSECUTION AND PROGRESS Section 1 -08.0 is a new section with subsection: 1 -08.0 Preliminary Matters 1- 08.0(1) Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. Additional documents may be famished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy whi Ih the Contractor may discover. j HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23, NE5th- City- SpecProv- 2006- DCv03. doc28 r 1 -07.24 Rights of Way Section 1 -07.24 is supplemented by adding the following: Street right of way lines, limits of easements. and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. - Exceptions to this are noted in the Contract Documents or brought to the Contractor;'s attention by a duly issued Addendum. Whenever any of the Work is accomplished on or through property other than public tight of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained buy the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contactgr. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, ',in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1 -08 PROSECUTION AND PROGRESS Section 1 -08.0 is a new section with subsection: 1 -08.0 Preliminary Matters 1- 08.0(1) Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. Additional documents may be famished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy whi Ih the Contractor may discover. j HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23, NE5th- City- SpecProv- 2006- DCv03. doc28 r FJ I a t 1 After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: 4 Contractor's plan of operation and progress schedule (3+ copies) 4 Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with Bid) 4 List of materials fabricated or manufactured off the project 4 Material sources on the project 4 Names of principal suppliers 4 Detailed equipment list, including "Rental Rate Blue Book' hourly costs (both working and standby rates) 4 Weighted wage rates for all employee classifications anticipated to be used on Project + Cost percentage breakdown for lump sum bid item(s) 4 Shop Drawings (bring preliminary list) 4 Traffic Control Plans (3+ copies) 4 Temporary Water Pollution/Erosion Control Plan In addition, the Contractor shall be prepared to address: Bonds and insurance Project meetings — schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than Contractor Compliance with Contract Documents Acceptance and approval of work Labor compliance, payrolls, certifications Safety regulations for Contractors' and Owner's employees and representatives Suspension of work, time extensions Change order procedures Progress estimates - procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special work Any interpretation of the Contract Documents requested by Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the work Processing and administration of public complaints Easements and rights of entry Other contracts The franchise utilities may be present at the preconstruction conference, and Contractor should be prepared for their review and discussion of progress schedule and coordination. 1 -08.1 Subcontracting Section 1 -08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by Contractor to Engineer at least 7 calendar days prior to start of a subcontractor's work. Contractor agrees that s/he is fully responsible to Owner for the acts and omissions of all subcontractors and lower -tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by Contractor. Contractor shall be required to give personal attention to the work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and Owner. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc29 Contractor shall be responsible for making sure all subcontractors submit all required' documentation, forms, etc. 1- 08.1(3) Hours of Work Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the contract shall be established at the. preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8 -hour period between 7:00 a.m. an 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be. revoked at any time the contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sunday, holidays of other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to : requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturday and holiday as working day with regards to the Contract Time; and considering multiple work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24 -hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such work necessitates their presence. 1- 08.1(3) Reimbursement for Overtime Work of Contracting Agency Employees Where the Contractor elects to work on a Saturday, Sunday, or other holiday, of longer than an 8 -hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contraction Agency for the full amount of the straight time plus overtime costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. 1 -08.2 Assignment The second paragraph of Section 1 -08.2 is modified as follows: Contractor shall not assign any moneys due or to become due to Contractor hereunder without the prior written consent of Owner. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc30 1 -08.3 Progress Schedule Section 1 -08.3 is supplemented as follows: ' The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent . software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub - element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path, the schedule shall show the float, or slack, time. 2. Procurement of material and equipment. 3. Submittals requiring review by Engineer. Submittal by Contractor and review by Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor, agent, or any third party. 5. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust their facilities as required. Engineer may request Contractor to alter the progress schedule when deemed necessary in the opinion of Engineer —in the interest of public safety and welfare or of Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind schedule, Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining work items will be completed within the authorized contract time. Contractor shall promptly report to Engineer any conditions which Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by Engineer. When such changes are accepted by Engineer, the revised schedule shall be followed by Contractor. Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth specific work to be performed the following week, and a tentative schedule for the second -week. Failure to Maintain Progress Schedule. Engineer will check actual progress of the work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of Contractor, the proposed construction schedule cannot be met, Engineer will require Contractor to submit a revised schedule to Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve Owner of any responsibility for delays to Contractor in the performance of the work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1 -08.4 Notice to Proceed and Prosecution of the Work Section 1 -08.4 is supplemented as follows: HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc31 Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. There shall be no voluntary shutdowns; or slowing of operations b the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the Contractual obligation to complete the work within the prescribed Contract Time. 1 -08.5 Time For Completion The first five paragraphs of Section 1 -08.5 are deleted and replaced with the following: The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in "working days ", shall begin on the Notice To Proceed Date, and shall end on the Contract Completion Date., A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1, Memorial Day, July 4, Labor.Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non - working day and when they fall on a Sunday the following Monday will be counted as a non- working day. The Contract Time has been established to allow for periods of normal inclement weather which, from historical records, is to be expected during the Contract Time, and during which periods, work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged to the Contract Time as it occurs except a day or part of a day which is designated a nonworking day or an Engineer determined unworkable day. The Engineer will furnish the Contractor. a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4) the number of nonworking days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day then the. fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1 -05.11 and 1- 05.12. Section 1 -08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of work which can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, Engineer may suspend the work .upon request of H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc32 C 'I I Contractor until the critical items are delivered to Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. Contractor will be entitled to only one such suspension of time during the performance of the work and during such suspension shall not perform any additional work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1- 08. 1 -08.6 Suspension of Work Section 1 -08.6 is supplemented as follows: Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor in writing. The work shall be resumed by Contractor within 14 calendar days after the date fixed in the written notice from Owner to Contractor to do so. Contractor shall not suspend work under the Contract without the written order of Owner. If it has been determined that Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays and shall be based upon Contractor's diligently pursuing the work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1 -08.9 Liquidated Damages Section 1 -08.9 is supplemented as follows: In addition, Contractor shall compensate Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by Owner as a result of such delay. Such labor costs will be billed to Contractor at actual costs, including administrative overhead costs. In the event that Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, Owner shall be entitled to 'recover its costs, including reasonable attorneys fees, from Contractor. 1 -08.11 Contractor's Plant and Equipment The contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the contractor's plant and equipment in the performance of any work on the site of the work. The use by the Owner of such plant and equipment shall be considered as extra work and paid for accordingly. Neither the Owner nor the engineer assumes any responsibility, at any time, for the security of the site from the time contractor's operations have commenced until final acceptance of the work by the engineer and the Owner. The contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1 -08.12 Attention to Work Section 1 -08.12 is a new section: The contractor shall give his personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully, and when he is not personally present on the work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCvo3.doc33 1 -09 MEASUREMENT AND PAYMENT 1 -09.1 Measurement of Quantities Section 1 -09.1 is supplemented by adding the following: Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials; and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered work changes. Cubic Yard Quantities. Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. All trucks to be employed on this work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name, date and time of delivery 4 Location of delivery, by street and stationing on each street 5 Place for Engineer to acknowledge receipt 6 Pay item number 7 Contract number and/or name It will be Contractor's responsibility to see that a ticket is given to Engineer on thelproject for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by Engineer to verify quantity shown on ticket. Quantities by Ton. It will be Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at:time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight (stamped at source) 3. Gross truck load weight in tons (stamped at source) 4. Net load weight (stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc34 t LJ �1 t 1 -09.3 Scope of Payment Section 1 -09.3 is supplemented by adding the following: Unless modified otherwise in the Contract Provisions, the Bid Items listed or referenced in the "Payment" clause of each Section of the Standard Specifications, will be the only items for which compensation will be made for the Work described in or specified in that particular Section when the Contractor performs the specified Work. Should a Bid Item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the work is not stated as included in or incidental to a pay item in the contract and is not work that would be required to complete the intent of the Contract per Section 1 -04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit Bid Item price in the Proposal Form requires that said unit Bid Item price cover and be considered compensation for certain work or material essential to the item, then the work or material will not be measured or paid for under any other Unit Bid Item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit Bid Items appearing in these Specifications are changed to singular form. Payment for Bid Items listed or referenced in the "Payment" clause of any particular Section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular Section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. When items are to be "furnished" under one payment item and "installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 1 -09.7 Mobilization Section 1 -09.7 is supplemented as follows: Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for work on the project; providing sanitary facilities for Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by Owner. This item shall also include providing Engineer and Inspectors with access to telephone, facsimile machine, and copy machine during all hours Contractor is working on the jobsite; and a table and chair for their use when needed. �. Payment will be made for the following bid item(s): "Mobilization," Lump Sum. 1 -09.9 Payments Section 1 -09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of Contractor's right to payment as Engineer may direct. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCvo3.doc35 I' Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule (see Section 1- 08.3). 1- 09.9(1) Retainage Section 1- 09.9(1) is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law and if Owner has no unsatisfied claims against Contractor. In the event claims are filed, Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner shall withhold such amount as is required to satisfy any claims by Owner against Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until Contractor, if requested, delivers to Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify Owner against the lien. If any lien remains unsatisfied after all payments are made, Contractor shall reimburse to Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1- 09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1- 09.9(2) is a new section: In addition to monies retained pursuant to RCW 60.28 and subject to RXW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities which the contractor is obligated to pay. 3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the Work (Section 1 -05.6) 4. Landscape damage assessments per Section 1- 07.16. 5. For overtime work performed by City personnel per Section 1- 08.1(4) 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1 -08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be complete within the Contract Time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be base upon the liquidated dames amount per day se forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. H11 v HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc36 I A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment make under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment make in good faith. t 11.1 t HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- ' NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc37 7. Failure of the Contractor to perform any of the Contractor's other obligations under the contract, including but not limited to: a. Failure of the Contractor to perform any of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1 -05.5. c. Failure of the Contractor to correct defective or unauthorized work (Section 1- 05.8). d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1 -06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor of subcontractor an--of any tier as required by Section 1 -07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1- 07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1 -08.3. The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15- calendar day period, 1. no legal action has commenced to resolve the validity of the claims, and 2. the Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment make under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment make in good faith. t 11.1 t HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- ' NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc37 1- 09.9(3) Final Payment Section 1- 09.9(2) is a new section: Upon Acceptance of the Work by the Contracting Agency the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the Final Payment shall be and shall operate as a release: 1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; •2. for all things done or furnished in connection with the Work; 3. for every act and neglect by the Contracting Agency; and 4. for all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non - compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (E'L'BE) participating in the 1,110ork. Such affidavit shall certify the amounts paid to the DB, MBE or WBE subcontractors regardless of tier. On Federally - funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1 -07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents, If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the ;Engineer to the Contractor which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30- calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the contract will apply to contracts that are completed in accordance with Section 1 -08.5 of for contracts that are terminated in accordance with Section 1- 08.10. Unilateral acceptance of the contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and regulations — Federal, State, or local — that affect the contract. The dated the Contraction Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1- 05.1,2). 1- 09.11(2) Claims Paragraph 5 is revised as follows: Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1 -09.9. 1- 09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised as follows: ... such claims or causes of action shall be brought in the Superior Court of the county where the work is performed. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc38 �I it n d Hill t n IT] 1- 09.13(3)B Procedures to Pursue Arbitration Section 1- 09.13(3)B is supplemented by adding: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or . is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the contractor unless it is the board's majority opinion that the contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the contractor. e n 11 HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- ' NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc39 I�I NE 5th PL /Edmonds Ave NW Storm System Project r 1, 1 -09.14 Payment Schedule (New Section) Project SWP -27 -2306 General - Scope A. Payment for the various items of the Bid Sheets, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public regulations of public agencies having jurisdiction, including Safety and Health Administration of the US Department of Labor (OSHA). ' B. The Owner shall not pay for material quantities that exceed the actual measured amount used and approved by the ENGINEER. C. It is she inteiiiii3i �� of these SpecilicationS than the performance of all work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the plans, specifications, and general construction practice, shall be considered incidental to the construction of the project and the Contractor shall include the cost within the unit bid prices. No separate payment will be made for these incidental items. ' 1- 09.14(1) Basic Bid (New Section) This section lists the basic bid items which will determine the low bidder for this project. Measurement and Payment, where described in a bid item, shall supercede Measurement and Payment listed in other sections of the Special Provisions and Standard Specifications. Basis For Award The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedule items of all schedules set forth in the bid forms to be considered responsive for award. Partial bids will not be accepted. The total price of all schedules will be used to determine the successful low responsive bidder. ' The owner reserves the right to award any or all schedules of the bid to meet the needs of the City. The intent is to award to only one Bidder. f HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NESth- BID -ITEMS Sect 1- 09- 14.doc Page 1 NE 5th PL /Edmonds Ave NW Storm System Project SCHEDULE A — Storm System Bid Item A -1: Mobilization (Lump Sum) This bid item may not be more than ten percent (10 %) of the total amount of this Bid Schedule. The City may disqualify bids which exceed this limit. Mobilization includes the complete cost of furnishing and installing, complete and in -place all work and materials necessary to move equipment and personnel to the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction. The Contractor shall prepare a Mobilization Plan showing the proposed location for storage of all equipment and material proposed to be located at the site. Storage shall not interfere with use of the City ROW and commercial and residential access. Equipment and material shall not be stored on private property outside existing easements or work area limits. For any proposed storage on private property outside the easement or work area the Contractor shall obtain a Temporary Use Permit for storage areas on private property. The Contractor shall be responsible for all fees, applications, and work needed to obtain the permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. Allowable work hours are given in Special Provisions Section 1 -08.1, and as may be noted in the plans and specifications. Work hours may be limited by those approved in the Traffic Control Plan. Machinery shall not be started before 7:00 a.m. Work on weekends will not be allowed, except as approved in writing by the Engineer. The Contractor shall prepare a Work Plan that shall include the following: A. Proposed Construction Sequence, Phasing, and Schedule for all major items of work. B. Mobilization Plan showing the proposed location for storage of all equipment and materials. C. Temporary Erosion and Sediment Control Plan for all stages of the project. D. Traffic Control Plan, including provisions for cleaning and sweeping of any impacted roadways. E. Trench Excavation Safety Systems plan /provisions. F. Temporary Storm Water Bypass Plan. G. Identify Disposal Sites for various waste materials and provide copies of the site's permits, licenses, and approvals. HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -rrEMS Sect 1- 09- 14.doc Page 2 NE 5th PL /Edmonds Ave NW Storm System Project The Work Plan shall be submitted to the City for review and approval within 14 days of the contract award. Final cleanup, dressing, and trimming the project area after construction, and removing all personnel and equipment off the site shall be included in this bid item, or in the Restoration bid item if one is included for the project. Payment for Mobilization will be made at the lump sum amount bid, which payment will be considered complete compensation for all materials, equipment, and labor required to complete this item of work in accordance with the Contract Documents. Up to 70 percent of this item will be paid after the Contractor is fully in operation and ' construction has begun. 20 Percent of this item will paid when the project is finished, cleanup and restoration is complete, and all items are to the satisfaction of the Owner. ' The remaining 10 percent will be paid after the Final Pay Estimate is approved by the City Council. ' Bid Item A -2: Construction Surveying, Staking, and As -built (Lump Sure) Surveying shall be per Special Provisions Section 1 -05.4 and the City of Renton Surveying ' Standards in Special Provisions Section 1 -11. The as -built survey shall be per Special Provisions Section 1- 05.4(4). The surveyor shall provide the City with a set of redline drawings with the as -built locations and elevations of all new utilities and construction work. All work shall be located per the City of Renton Survey Control Network. Coordinates shall be given for the new and existing storm system structures. 1 Measurement for construction surveying, staking and as -built information will be based on the percentage of work complete at the time of measurement. Payment may be prorated over the construction period based on the amount of work completed for construction surveying, staking and as -built information. Payment will be complete compensation for all labor, materials, equipment, travel, ' surveying needed to construct the improvements to the line and grade as shown on the plans, to provide the required construction and as- constructed field (as -built information) notes and drawings, etc. required to complete this item of work in conformance with the ' Contract Documents. No more than 70% of the bid amount for this item shall be paid prior to the review and ' acceptance of the final as -built information by the Engineer. Bid Item A -3: Replace Survey Monument (Each) ' Replace Survey Monument shall be per Special Provisions Section 1 -05.4 and the City of Renton Surveying Standards in Special Provisions Section 1 -11. ' The Surveyor shall comply with WAC 332 -120 Survey Monuments — Removal or Destruction. The work includes, but is not limited to: HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-rrEMS Sect 1- 09- 14.doc Page 3 NE 5th PL /Edmonds Ave NW Storm System Project A. Locating and surveying all existing monuments, and providing the City with a copy of the survey results. B. Providing the City with a copy of Application to remove a Monument submitted to the State DNR for each monument. C. Reset the monuments in the original positions, or setting witness monuments if needed. All new monuments, discs, materials, and work needed to set them are included. D. Providing the City with a copy of the Completion Report submitted to the State DNR for each monument. E. Submitting a City Monument card to the City showing the new monument and monument ties. Existing monument ties will be used whenever possible. New ties shall be set where needed. New monuments and monument cards are subject to City review and approval. Any corrections needed shall be incidental. All work shall be located per the City of Renton Survey Control Network. Coordinates shall be given for the new and existing monument. Measurement for Replace Survey Monument shall be per each survey Monument replaced, including each witness monument placed (if needed). Payment will be complete compensation for all labor, materials, equipment, travel, surveying, documentation, permits, and replacement of each survey monument as shown on the plans required to complete this item of work in conformance with the Contract Documents. Up to 50 percent of the unit bid price for each monument will be paid after each existing monument is surveyed, and the City receives a copy of the Application to remove a Monument submitted to the DNR. The remaining 50 percent of the unit bid price for each monument will be paid after each new monument is placed, a copy of the completion report and a new Monument card is submitted to the City, and the City review and acceptance of the new monument and Monument card. Bid Item A -4: Traffic Control (Lump Sum) The Contractor shall prepare a Traffic Control Plan for review and approval by the City. The plan shall address the proposed working area, signage, flaggers, contractor access to the working area, truck and equipment haul routes, and public access during construction. The Plan shall address any proposed lane and sidewalk closures needed for construction activities. Truck hauling shall be limited to the hours of 8:30 am to 3:30 PM on principle arterial streets. Sunset Blvd NE is a principle arterial street. Work Hours. Allowable work hours are given in Special Provisions Section 1 -08.1, and as may be noted H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 4 t fl n 1 t t NE 5th PL/Edmonds Ave NW Storm System Project in the plans and specifications. Work hours may be limited by those approved in the Traffic Control Plan. The City may revise the work hours and the Traffic Control Plan to address traffic problems or complaints. All adjustments to the work hours, the Traffic Control Plan, and signage are considered incidental and no additional payment will be made for adjustments. Debris Control The Contractor is responsible for controlling mud and dust on any route used by trucks or equipment, as noted in Special Provisions Section 1- 07.23. The Contractor shall be prepared to use sweeping, power sweepers, watering trucks, and other means necessary to avoid creating a nuisance. Any debris on the roads shall be cleaned immediately. Cleaning the road is considered incidental and no additional payment will be made for this work. Payment will be prorated over the construction period. Payment for traffic control for work will be made at the measured percentage amount for the pay period times the unit bid price. Payment will be complete compensation for all labor, materials, equipment, preparing and conforming to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, signs, traffic control devices, sequential arrow boards, temporary striping, cleanup, etc. required to complete this item of work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). Bid Item A -5: Temporary Erosion and Sediment Control (Lump Sum) Temporary Erosion and Sediment Control (TESC) includes planning, installing, maintaining, and removing temporary erosion control measures needed for project construction. Erosion control consists of all activities needed to prevent soil erosion on the project site, creation of sediment -laden water, and migration of sediment -laden water into the City drainage system, other watercourses, or private property. Temporary Erosion Control measures include providing catch basin protection and inserts, cleaning catch basins, filter fabric fencing, construction entrance, straw mulch, plastic sheeting, etc. at a minimum. Temporary Erosion Control also includes providing and using Baker tanks, or other ' sediment tanks, to capture sediment from any sediment -laden water pumped by the project, including construction dewatering and bypass pumping. Other erosion control measures may be necessary depending on weather and site conditions, including but not limited to filter fabric protection for catch basins, catch basin inserts, filter fabric fences, hay bales, placement of plastic sheets over exposed soil and stockpiles, mulching, netting, etc., and any other activities needed to control erosion from the project. ' The Contractor shall develop a "red lined" Temporary Erosion and Sediment Control plan and submit it to the City for review and approval. The plan shall be based on the King County Surface Water Design Manual, as adopted by the City of Renton, and proper construction practices. After the erosion control system is installed the Contractor shall HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NESth- BID-ITEMS Sect 1- 09- 14.doc Page 5 NE 5th PL /Edmonds Ave NW Storm System Project make any field adjustments necessary to reduce or eliminate any erosion and discharge of sediment -laden water. All adjustments are considered incidental and no additional payment will be made for adjustments. Payment will be prorated over the construction period. Payment for Erosion Control will be made at the unit bid price, which payment will be considered complete compensation for all design, labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Bid Item A -6: Trench Excavation Safety Systems (Lump Sum) The Contractor is completely responsible for providing adequate shoring and support for all excavations to provide safe access for workers, prevent soil sluffing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. Trench Shoring and Excavation Safety System shall comply with WAC 296 -155 Part N, Standard Specifications Section 2- 09.3(3) and 2- 09.3(4), and all other applicable State and Federal regulations. The Contractor shall submit a Shoring Plan to the City showing how shoring will be accomplished and detailing the techniques and equipment that will be used. Shoring shall be capable of supporting all earth loads and traffic loads. The Contractor is responsible for showing that the proposed shoring system meets the regulatory requirements. This bid item shall apply to all excavations needed for the project. The City may issue a Stop Work order if the Contractor is not following the Shoring Plan, or is not using shoring where it appears to be needed. The Contractor shall immediately stop work on that part of the project and shall apply the appropriate shoring measures needed. Any delays, claims for damages, down time, labor, machinery, rentals, and incidental costs during any Stop Work order shall be at the Contractor's expense. If the Contractor does not rectify any situation where shoring is needed the City may deny payment for any work items performed on that portion of the project. Measurement for trench excavation safety systems will be based on the percentage of new pipelines installed at the time of payment. Payment for trench excavation safety systems will be made at the unit bid price, which will be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item A -7: Temporary Stormwater Control (Lump Sum) The Contractor shall submit a Temporary Stormwater Control Plan for review and approval by the City. The plan shall include the phasing and methods that will be used to bypass stormwater flows during construction when the existing stormwater system is taken out of service, and to transfer flow from the existing storm system to the new storm system. H:Tile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 6 INE 5th PL /Edmonds Ave NW Storm System Project The Stormwater Control System may utilize pumps, gravity flow, temporary dams, temporary pipes, connections, structures, and any other measures, or any combination thereof. Any temporary pipes and bypass system shall have the same flow capacity as the existing storm system. Temporary Stormwater Control also includes providing and using Baker tanks, or other sediment tanks, to capture sediment from any sediment -laden water pumped by the project, including construction dewatering and bypass pumping. The Contractor shall be responsible for maintaining the existing storm system and bypass system at all times during construction until the new storm system is functional, and is accepted by the City. The Contractor shall be prepared to respond immediately to prevent I flooding if a problem develops with the existing storm system or bypass system. The Contractor shall provide a 24 -hour contact for emergency response. The Contractor shall be responsible for all costs, damages, and claims that may result from failure of the existing storm system, bypass system, and transfer system. All adjustments to the Temporary Stormwater Control Plan are considered incidental and no additional payment will be made for adjustments. Measurement of Temporary Stormwater Control shall be per lump sum. Payment for this item will be prorated over the construction period. Payment for Temporary Stormwater Control shall be at the unit bid price and shall include the complete cost of furnishing, installing, and removing pumps, pipes, hoses, temporary connections, structures, and equipment, materials, and labor necessary to control, bypass, and transfer stormwater flow during construction, and any adjustment needed to the system. Bid Item A -8: Protect Sign (Each) The Contractor shall provide project signs for the Project. Project signs shall conform to the standard details and include required information from the Plans and these Specifications. Measurement for "Project Sign" shall be per each. The unit contract price for "Project Sign" shall be full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish, install, remove, and properly dispose of project signs. Bid Item A -9: Utility Potholing (Each) This item includes all work needed to pothole existing utilities as shown on the Plans, and as directed by the City. Any other potholing not directed by the City shall be incidental. Prior to beginning construction of the new underground utility, the Contractor shall pothole the existing utilities at the locations shown on the plans. The Contractor shall identify any potential utility conflicts and provide written results of all potholing to the City within 5 working days of the potholing. The City shall have 10 working days after receiving the written results to make any design revisions to the plans, if needed. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 7 NE 5th PL /Edmonds Ave NW Storm System Project The Contractor shall not have cause for claim of downtime or any other additional costs associated with "waiting" if the City provides design revisions (related to the information supplied per this section) within 10 working days after the Contractor provides the written potholing results. "Pothole Existing Utility" includes excavation, identification, measurement, surveying, refilling the hole, temporary asphalt patch for potholes within excavation limits, and permanent asphalt patch for potholes outside of excavation limits. The Contractor shall identify the existing utility, pipe type and size, and provide accurate measurements from the ground surface to the top of the utility in writing to the Engineer per Special Provisions Section 1- 07.17. If the native material is unsuitable to use to refill the pothole, imported backfill may be used. Imported backfill, temporary patching, or permanent patching for utility potholing will be considered incidental to utility potholing, and no separate payment will be made. Measurement for "Utility Potholing" shall be per each. Payment for "Utility Potholing" shall be made at the unit contract price, which shall be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the Contract Documents, including but not limited to, excavation, dewatering, potholing for utility location, surveying, removal, hauling and disposal of all pavement, waste and excess materials, shoring, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Bid Item A -10: 8 -inch Dia. Ductile Iron Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including excavation, pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Dewater shall be incidental. Ductile Iron storm sewer pipe shall meet the specifications detailed in Section 9 -05.13 of the Special Provisions and Standard Specifications. Ductile iron storm sewer pipe shall be Class 52. Watertight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit bid price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 8 t t it NE 5th PL /Edmonds Ave NW Storm System Project Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 8 -inch Dia. Ductile Iron Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8 -inch Dia. Ductile Iron Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation, including all pavement removal and disposal; storm sewer trench excavation; dewatering; furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. Bid Item A -11: 8 -inch Dia. CPE Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including excavation, pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Dewater shall be incidental CPE storm water pipe shall be smooth interior wall meeting the requirements of Special Provisions Section 9- 05.19, and Standard Specs. Section 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe. Water -tight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. ! Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 8 -inch Dia. CPE Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. 1 H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doe Page 9 NE 5th PL /Edmonds Ave NW Storm System Project , Payment for furnishing and installing 8 -inch Dia. CPE Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation including all pavement removal , and disposal; storm sewer trench excavation; dewatering; furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. , Bid Item A -12: 12 -inch Dia. CPE Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including excavation, pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Dewater shall be incidental , CPE storm water pipe shall be smooth interior wall meeting the requirements of Special Provisions Section 9- 05.19, and Standard Specs. Section 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe. Water -tight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit price bid for pipe in place. j Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included ' in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit , price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 12 -inch Dia. CPE Storm Pipe shall be per linear foot of pipe placed j measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 12 -inch Dia. CPE Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation including all pavement removal and disposal; storm sewer trench excavation; dewatering; furnishing and installing storm ' sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 10 t t t t 1 NE 5th PL/Edmonds Ave NW Storm System Project bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. Bid Item A -13: 24 -inch Dia. CPE Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including excavation, pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Dewater shall be incidental CPE storm water pipe shall be smooth interior wall meeting the requirements of Special Provisions Section 9- 05.19, and Standard Specs. Section 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe. Water -tight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 24 -inch Dia. CPE Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 24 -inch Dia. CPE Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation including all pavement removal and disposal; storm sewer trench excavation; dewatering; furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 11 NE 5th PL /Edmonds Ave NW Storm System Project Bid Item A -14: 30 -inch Dia. CPE Storm Pipe (Linear Foot) This item includes providing and installing new storm pipe of the type noted in the bid item including excavation, pipe bedding, and removing, hauling, and disposal of existing piping, and other debris that may be encountered. Dewater shall be incidental CPE storm water pipe shall be smooth interior wall meeting the requirements of Special t Provisions Section 9- 05.19, and Standard Specs. Section 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe. Water -tight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included in the unit price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement of 30 -inch Dia. CPE Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 30 -inch Dia. CPE Storm Pipe shall be at the unit bid ' price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation including all pavement removal and disposal; storm sewer trench excavation; dewatering; furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary , patching asphalt to allow for the passage of traffic. Bid Item A -15: TV Inspection (Linear Foot) The new storm main lines shall be inspected by the use of a television camera before final acceptance per Special Provisions Section 7 -04.3. The new storm main line includes the 30 -in line, 24 -in line, and two 12 -inch stubs in NE 6th PL. TV inspection from Type 2 CB's ri H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -rrEMS Sect 1- 09- 14.doc Page 12 NE 5th PL /Edmonds Ave NW Storm System Project to Type 1 CB's is not required. Contractor shall submit the written reports of the inspection plus the video recordings to the City for review and approval. tThe storm drain shall be cleaned and flushed before performing the television inspection. The television inspection shall be done with a minimum flow of water in the pipe and inspected in the direction of the flow unless otherwise approved by the Owner. The camera shall have rotational capabilities and be used by the operator to provide best views of any nonconforming items. Measurement for "Television Inspection" will be the linear foot measurement of the installed pipe measurement. I Payment for TV Inspection shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the inspection. Bid Item A -16: Catch Basin - Concrete Inlet Each This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. Manholes and Catch Basins shall conform to Sections 7 -05 and 9 -05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Concrete Inlet shall be per City of Renton Standard Detail. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated 1 material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin - Concrete Inlet will be per each for each catch basin installed in conformance with the Contract Documents. ' Payment for furnishing and installing Catch Basin - Concrete Inlet will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 13 NE 5th PL /Edmonds Ave NW Storm System Project I including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Bid Item A -17: Catch Basin — Type 1 (Each) This item includes providing and installing new catch basins of the type noted in the bid t item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. Manholes and Catch Basins shall conform to Sections 7 -05 and 9 -05 of the Special j Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Concrete Inlet shall be per City of Renton Standard Detail Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use �. as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin -Type 1 will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin -Type 1 will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 14 INE 5th PL/Edmonds Ave NW Storm System Project IBid Item A -18: Catch Basin — Type 2 48 -inch (Each) This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. Manholes and Catch Basins shall conform to Sections 7 -05 and 9 -05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. t Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin -Type 2 48 -inch will be per each for Ieach catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin -Type 2 48 -inch will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Bid Item A -19: Catch Basin — Type 2 54 -inch (Each) This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th -BID -ITEMS Sect 1- 09- 14.doe Page 15 NE 5th PL/Edmonds Ave NW Storm System Project I price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use Manholes and Catch Basins shall conform to Sections 7 -05 and 9 -05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. , Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. , Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin -Type 2 54 -inch will be per each for , each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin -Type 2 54 -inch will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. I Bid Item A -20: Catch Basin — Type 2 60 -inch (Each) This item includes providing and installing new catch basins of the type noted in the bid item including frame and grate, and removing, hauling, and disposal of existing catch basins, piping, and other debris that may be encountered. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. Manholes and Catch Basins shall conform to Sections 7 -05 and 9 -05 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 16 NE 5th PL /Edmonds Ave NW Storm System Project i Excess and /or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for furnishing and installing Catch Basin -Type 2 60 -inch will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin -Type 2 60 -inch will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Bid Item A -21: Import Trench Backfill (Ton) Import Trench Backfill shall be Bank Run Gravel for Trench Backfill per Standard Spec. Section 9- 03.19, or as shown on the plans. iThe actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Import Trench Backfill, shall be in Tons based on the weight of material installed into the work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans will be deducted from the certified tickets unless approved by the Engineer. Additionally, no payment shall be made for necessary compaction to correct backfilled areas, which are not compacted in accordance with these specifications Payment for select imported backfill will be made at the unit bid price, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials including existing pipes and structures in the excavation, etc. required to complete this item of work in conformance with the Contract Documents. 1 Bid Item A -22: Quarry Spalls (Ton) Quarry Spalls shall consist of broken stone, sound and resistant to weathering. Broken concrete shall not be used. Quarry Spalls shall be 3" to 8" Quarry Spalls per Standard H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 17 NE 5th PL /Edmonds Ave NW Storm System Project I Spec. Section 9 -13.6, or as shown on the plans. This item will be used for Quarry Spalls called out for use in the plans, or as directed by the Engineer. This item will also be used when the bottom of excavations and trenches does not present a stable surface for placement and compaction of backfill or pipe bedding, and over excavation is approved by the Engineer. Unsuitable excavated material will be disposed of offsite. This includes all soil, asphalt, concrete, and other excavated material. Payment to remove, haul, and dispose of unsuitable excavated material shall be included in the unit bid price. Dewatering shall be incidental. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and placing quarry spalls will be based on actual tonnage weight as determined by measurement from a certified scale. Payment for Quarry Spalls will be made at the unit bid price, which payment will be complete compensation for all, labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item A -23: Core Drill Ex SDMH, Connect New Storm Pipe (Each) This item includes all work and materials needed to Core Drill existing reinforced concrete manholes and connect new storm pipes to the existing manholes as shown on the plans, or where required and approved by the Engineer. This item includes all items needed to , make the connections including cutting, enlarging, and smoothing existing openings, new joints, couplings, fittings, sections of pipe, grouting, etc. Measurement for Core Drill Ex SDMH, Connect New Storm Pipe will be per each for connection made in conformance with the Contract Documents. Payment for Core Drill Ex SDMH, Connect New Storm Pipe will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. I Bid Item A -24: Connect New Storm Pipe to Ex SDMH (Each) This item includes all work and materials needed to connect new storm pipes to existing storm drain manholes as shown on the plans, or where required and approved by the Engineer. This item includes all items needed to make the connections including cutting, enlarging, and smoothing existing openings, new joints, couplings, fittings, sections of pipe, grouting, etc. i� J H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -rrEMS Sect 1- 09- 14.doc Page 18 NE 5th PL /Edmonds Ave NW Storm System Project This item includes removing bricks and pipes from existing CBs, enlarging the opening as needed, fitting the new pipe, replacing bricks around the new pipe, and grouting up all brick work., Measurement for Connect New Storm Pipe to Existing SDMH will be per each for connection made in conformance with the Contract Documents. Payment for Connect New Storm Pipe to Existing SDMH will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Bid Item A -25: Connect New Storm Pipe to Ex Storm Lateral (Each) This item includes all work and materials needed to locate and connect new storm pipes to existing storm laterals as shown on the plans, or where required and approved by the Engineer. This item includes all work and items needed to make the connections including potholing to locate the existing lateral, excavation, revising the CB location (if needed), cutting the lateral, providing new pipe (concrete, CPEP, ADS, DI, etc) as needed to fit the lateral, Fernco Couplings or other couplings as needed to connect the pipes, pipe bedding, backfill material, compaction, removal and disposal of spoils, surface restoration, etc. Import Trench Backfill shall be used only if native material is found to be unsuitable for use p Y as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for Connect New Storm Pipe to Ex Storm Lateral will be per each for connection made in conformance with the Contract Documents. Payment for Connect New Storm Pipe to Ex Storm Lateral will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Bid Item A -26: Abandon Existing Type 1 Catch Basin (Each) This item includes all work needed to remove and abandon existing type 1 catch basins as shown on the Plans, and as directed by the Engineer. This item includes excavating, H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 19 NE 5th PL /Edmonds Ave NW Storm System Project backfill, backfill material, compaction, restoration, and removing, hauling, and disposal of all waste material. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. , All material removed for this item shall be disposed of at an off -site disposal facility per Standard Specification Section 2- 03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Abandon Existing Type 1 Catch Basin will be per each for each catch basin removed in conformance with the Contract Documents. Payment for Remove Existing Catch Basin will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item A -27: Abandon Existing Type 2 Catch Basin (Each) This item includes all work and materials needed to abandon existing type 2 catch basins as shown on the plans, or where required and approved by the Engineer. Existing type 2 catch basins shall be abandoned per Standard Specification Section 7- 05.3(2). This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. The work include excavation, plugging of all abandoned pipes, filling with sand, breaking down the upper portion of the catch basin, backfill material, compaction, removal and disposal of spoils and debris, surface restoration, etc. All material removed for this item shall be disposed of at an off -site disposal facility per Standard Specification Section 2- 03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). Measurement for Abandon Existing Type 2 Catch Basin will be per each for each catch basin abandoned in conformance with the Contract Documents. Payment for Abandon Existing Type 2 Catch Basin will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item A -28: Remove Existing Type 2 Catch Basin (Each) I This item includes all work and materials needed to completely remove existing Type 2 catch basins as shown on the plans, or where required and approved by the Engineer. This item includes plugging all abandoned pipes with concrete plugs per Standard Specification Section 7- 08.3(4). Dewatering shall be incidental. HAFile Sys \SWP - Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-rrEMS Sect 1- 09- 14.doc Page 20 FA fj 1 t NE 5th PL /Edmonds Ave NW Storm System Project The work include excavation, plugging of all abandoned pipes, backfill material, compaction, removal and disposal of spoils and debris, surface restoration, etc. All material removed for this item shall be disposed of at an off -site disposal facility per Standard Specification Section 2- 03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). Measurement for Remove Existing Type 2 Catch Basin will be per each for each catch basin abandoned in conformance with the Contract Documents. Payment for Remove Existing Type 2 Catch Basin will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item A -29: Plug Existing Pipe (Each) This item includes all work and materials needed to plug existing storm pipes as shown on the plans, or where required and approved by the Engineer. Plug Existing Pipe shall be per Standard Specification Section 7- 08.3(4). This item includes all work and items needed to plug existing pipes including locating the pipe, cutting, draining and removing any liquid in the pipe, concrete plug material, pipe bedding, backfill material, compaction, removal and disposal of spoils, surface restoration, etc. This item does not include pipe plugs placed as part of abandoning or removing existing catch basins. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. Measurement for Plug Existing Pipe will be per each for each plug made in conformance with the Contract Documents. Payment for Plug Existing Pipe will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate I ladder and rungs (if necessary), connections, placement of backfill materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Bid Item A -30: Abandon Boring (Each) This item includes all work and materials needed to abandon existing soil borings or monitoring wells as shown on the plans, or where required and approved by the Engineer. H:\File Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CEP)\27-2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 21 NE 5th PL /Edmonds Ave NW Storm System Project Soil boring and monitoring wells shall be abandoned by removing any debris, equipment, and piezometers from the well casing. The top 3 feet of the casing shall be cut off below ground level, or 1 foot below the bottom of the trench excavation. The casing shall then be filled with neat cement grout or bentonite slurry. This item includes all work and items needed to abandon borings including excavation, backfill material, compaction, removal and disposal of spoils, surface restoration, etc. Measurement for Abandon Boring will be per each for each boring abandoned in conformance with the Contract Documents. Payment for Abandon Boring will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of backfill materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. Bid Item A -31: Side Sewer Relocation (Each) This item includes all work and materials needed to relocate existing side sewers that are in conflict with the new storm system. Side sewers shall be relocated per the Side Sewer Relocation detail. The Contractor shall review any side sewer relocations with the City Inspector before starting a rebuild. Dewatering shall be incidental. The Contractor shall document the as -built location and dimensions for each side sewer rebuilt by submitting a new City side sewer card. The information shall include the following: 1. The distance from the nearest sanitary sewer manhole to the tee, 2. The angle and distance from the tee to the connection to the existing side sewer. 3. The fittings, couplings and lengths of pipes used. 4. The elevation or depth below ground surface of all fittings, couplings, changes in pipe direction and elevation, and the connection to the existing side sewer. 5. Two photographs of the reconstructed side sewer. One photo showing the side view of new side sewer, the second looking from the sewer main along the new side sewer to the connection with the existing side sewer. Payment will not be made for any side sewer that is not documented. Measurement for Side Sewer Relocation shall be per each for each side sewer relocated and documented with a new side sewer card in conformance with the Contract Documents. Payment for Side Sewer Relocation will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing utilities and potholing and or CCTV inspection in advance for horizontal and vertical location, HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 22 t t I 1 1 LI NE 5th PL /Edmonds Ave NW Storm System Project bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipes of the sizes and types required, gaskets, fittings, installation, laying and joining pipe and fittings, bedding, and pipe zone fill material, appurtenances, select backfill, placement of select backfill materials, compaction,. water, grading, cleaning, temporary pavement patching, etc. required to complete the Work in accordance with the Contract Documents. Bid Item A -32: Sewer Tee Replacement (Each) This item includes all work and materials needed to install a new Sewer Tee in the existing sewer main if the existing tee at a side sewer relocation is not suitable for use. Temporary plugs and bypass pumping of the sewer main is included. Dewatering shall be incidental. Measurement for Sewer Tee Replacement shall be per each for each side sewer tee replaced in conformance with the Contract Documents Payment for Sewer Tee Replacement will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing utilities and potholing and or CCTV inspection in advance for horizontal and vertical location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipes of the sizes and types required, gaskets, fittings, installation, laying and joining pipe and fittings, bedding, and pipe zone fill material, appurtenances, select backfill, placement of select backfill materials, compaction, water, grading, cleaning, temporary pavement patching, etc. required to complete the Work in accordance with the Contract Documents. Bid Item A -33: Rebuild Sewer Main Crossing (Each) This item includes all work and materials needed to rebuild the sewer main crossing in the existing sewer main as shown on the plans All equipment, labor, materials needed for the work, including new PVC sewer main, flexible couplings, foam, cdf are included. Temporary plugs and bypass pumping of the sewer main is included. Dewatering shall be incidental. Measurement for Rebuild Sewer Main Crossing shall be per each for each sewer main rebuilt in conformance with the Contract Documents Payment for Rebuild Sewer Main Crossing will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing utilities and potholing and or CCTV inspection in advance for horizontal and vertical location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipes of the sizes and types required, gaskets, fittings, installation, laying and joining pipe and.fittings, bedding, and pipe zone fill material, appurtenances, select backfill, placement of select backfill materials, compaction, water, grading, cleaning, temporary pavement patching, etc. required to complete the Work in accordance with the Contract Documents. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 23 NE 5th PL /Edmonds Ave NW Storm System Project Bid Item A -34: Sawcutting (Linear Foot) This item included the complete costs for Sawcutting for the project. The City will allow one sawcut for new storm pipe installation, and a second sawcut for the final patch. Any additional sawcutting is.incidental. Measurement for "Sawcutting" shall be per linear foot parallel to the new storm pipes, from i center of structure to center of structure (or end of pipe). All other sawcutting for the project is incidental, including but not limited to cuts for potholes, patches, side sewers, curb and gutter, driveways, sidewalks, final patch, etc. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Payment for furnishing and installing Sawcutting will be made at the unit bid price, which shall be full compensation for all materials, labor, tools, and equipment necessary to saw cut the existing asphalt concrete and cement concrete surfaces regardless of the depth encountered or the material to be sawcut, and including flushing of sawcuts with high pressure water as well as pollution control. No wastewater shall be released into the storm sewer system, drainage ditches, or onto private property. Bid Item A -35: Remove Asphalt Pavement (Square Yard) j This item includes grinding or removal by excavation, hauling, and disposal of existing asphalt surfaces for areas shown on the plans, and as directed by the Engineer. This item includes asphalt removed for installation of the new storm system pipeline, driveways, sidewalks, and asphalt patch. All material removed for this item shall be disposed of at an off -site disposal facility per Standard Specification Section 2- 03.3(7)C Contractor Provided Disposal Site. The Contractor shall provide the location of the disposal sites and copies of all permits and approvals before any materials are hauled to the sites. All cost for hauling and disposal shall be included in this bid item. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove Asphalt Pavement shall be in square yards horizontally over the area where asphalt is removed. Payment for Remove Asphalt Pavement will be made at the amount bid per square yard, which payment will be complete compensation for all labor, grinding of existing asphalt pavement, removal and disposal of all grinding spoils, appropriately maintaining roads between grind and overlay (IE cleaning of loose materials and protecting vehicles from exposed utilities) required to complete this item of work in conformance with the contract documents. No additional payment will be made for work necessary to correct a grind and / or overlay not performed in accordance with specifications. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 24 NE 5th PL /Edmonds Ave NW Storm System Project Bid Item A -36: Crushed Surfacing (Ton) This item includes Crushed Surfacing Top Course and Base Course. Crushed Surfacing shall be per Standard Spec. Section 9- 03.9(3), or as shown on the plans. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing Crushed Surfacing will be based on actual tonnage weight as determined by measurement from a certified scale. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Payment for Crushed Surfacing shall be per the unit bid price, which shall be complete compensation for all materials, labor, tools, and equipment necessary for the fulfillment of all requirements of Standard Specification Section 9- 03.9(3) in the execution of the work shown in the Plans or as required by the Engineer. Any water added to the aggregate at the plant or in the field for placement and compaction shall be considered incidental to this item. Bid Item A -37: Hot Mix Asphalt (HMA) Class 1/2" PG -64 -22 (Ton) This item includes all Hot Mix Asphalt (HMA) used for temporary hot mix patches, asphalt pavement, and overlays. All applications of HMA shall be per Special Provisions and Standard Specifications Section 5 -04. Temporary hot patches shall be placed as the new storm system is installed. The Contractor shall place the permanent trench patch as shown on the plans or as per "Typical Patch for Flexible Pavement" (City of Renton Detail) within 15 calendar days after first opening the trench. The Contractor shall plan the work to place permanent trench patches throughout project construction as the 15 -day period for each section of trench approaches. Any delay of the permanent patch placement is subject to the Owner's approval. Old asphalt, concrete, soil, and other excavated material shall be disposed of offsite. Payment to haul and dispose of old asphalt and other excavated material shall be included in the unit bid price for "Hot Mix Asphalt (HMA) Class 1/2 ", or in the bid item for removing old asphalt, if present. Measurement of Hot Mix Asphalt (HMA) Class 1/2" PG -64 -22 shall be per ton with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary.from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing HMA will be based on actual tonnage weight as determined by measurement from a certified scale. HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 25 NE 5th PL/Edmonds Ave NW Storm System Project Payment for Hot Mix Asphalt (HMA) Class 1/2 shall be per the unit bid price, which shall be complete compensation for all labor, materials, equipment, tools, and incidental costs necessary for placing, compacting and constructing asphalt pavement in and along the Project including asphalt concrete driveways, traffic islands, trench patching, sealing all cold joints, tack coat, joint seal, raising shoulder to grade, asphalt sidewalk transitions, hauling, notifications, aggregate, sweeping, utility marking, adjustment of utilities to grade„ furnishing and preparing subgrade, removal of existing asphalt, cleanup, and all other incidentals necessary for a complete paving system to the lines, cross - section and grades as shown on the Plans. Bid Item A -38: Cold Mix Asphalt (Ton) This item includes all Cold Mix Asphalt used for temporary patches and repairs before temporary hot mix patches and the final hot mix asphalt is placed. Material placed shall have a minimum depth of 2 inches. "Cold Mix" shall be used at the discretion of the City. This item includes all costs to place, maintain, remove, haul, and dispose of the material. The quantity for this item is included to provide a common proposal for bid purposes. The actual quantity used in construction may vary from that amount. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing Cold Mix will be based on actual tonnage weight as determined by measurement from a certified scale. Payment for Cold Mix Asphalt will be made in accordance with Section 1 -04 and will be full "Cold compensation for all costs associated with the placement of the Mix" and removal, of the material in its entirety before asphalt concrete pavement is placed. Payment for Cold Mix Asphalt shall be per the unit bid price, which shall be complete compensation for all labor, materials, equipment, tools, and incidental costs necessary for placing, compacting, maintaining, removing, cleanup, hauling and disposing of the material. Bid Item A -39: Remove and Install Cement Concrete Curb (Linear Foot) This item includes all work needed to remove and install new cement concrete curbs needed for project construction. Concrete curbs shall conform to City of Renton Standard Details, and as shown on the Plans. New concrete curbs shall be adjusted to match existing. All costs for removing, hauling, and disposing of the existing concrete curbs shall be included in the unit bid price. Sawcutting is incidental. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove and Install Cement Concrete Curb shall be in linear feet of new curb installed. Payment for Remove and Install Cement Concrete Curb will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing and disposal of waste material, materials hauling, preparation, forming, HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 26 1 I f NE 5th PL /Edmonds Ave NW Storm System Project placement, joint filler, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Bid Item A -40: Remove and Install Cement Concrete Sidewalk and Driveway (Square Yard), This item includes all work needed to remove and install new cement concrete sidewalks and driveways needed for project construction. Concrete sidewalks shall conform to City of Renton Standard Details, and as shown on the Plans. New concrete sidewalks shall be adjusted to match existing. Concrete driveway shall conform to City of Renton Standard Detail, and as shown on the Plans. New concrete driveway includes the concrete ramps, and shall be adjusted to match existing. New concrete driveways shall match the existing concrete finish, including plain or washed aggregate. New concrete driveways shall have an admixture to accelerate curing so the driveway can be driven on without damage after 24 -hours of curing. Admixtures shall comply with WSDQT Standard Spec. 9-23 Curing Materials and Admixtures. All costs for removing, hauling, and disposing of the existing concrete sidewalks and driveways shall be included in the unit bid price. Sawcutting is incidental. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove and Install Cement Concrete Sidewalk and Driveways shall be in square yards of new sidewalk installed. Payment for Remove and Install Cement Concrete Sidewalk and Driveway will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing and disposal of waste material, materials hauling, preparation, forming, placement, joint filler, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Bid Item A -41: Property and Landscape Restoration (Lump Sum) This item includes restoration of the entire project area, including general cleanup, removal of all debris, sweeping the project area, demobilization, and any other work needed to clean and close the project area. This item includes replacing all traffic lane markings disturbed by construction including traffic and bicycle lane lines, stop bars, walk lines, parking lines, markings, signs, and traffic buttons. This item includes all labor, equipment, and materials needed to restore the existing landscaping and surfaces for the project including sod, gravel, topsoil, beauty bark, etc. All materials shall match and be blended into adjacent areas. Landscaping Restoration includes: HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 27 NE 5th PL/Edmonds Ave NW Storm System Project 1. Restoring all mailboxes, signs, wood cribbing, timbers, landscaping rock, fences, and any other manmade features disturbed or damaged by construction. 2. Protecting, saving, and replacing any trees, shrubs, plants, flowers, and other vegetation disturbed or damaged by construction. 3. Grass areas along the edge of the street shall be restored with sod. All areas for sod installation shall be trimmed, graded and raked smooth. Sod Installation shall be per Standard Specifications Section 8- 02.3(16) Lawn Installation. 4. Gravel shoulders along the edge of the street shall be restored with crushed Surface Base Course per Standard Spec. Section 9- 03.9(3), or as approved by the City. The quantities used for the following materials for restoration will be paid for separately under those bid items: a. Crushed Surfacing. Measurement for Restoration shall be per lump sum. Payment for Restoration shall be made at the unit contract price, which payment will be considered complete compensation for all labor, equipment, materials, haul, place, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item A -42: Minor Changes (Lump Sum) At the discretion of the Contracting Agency, all or part of this lump sum may be used in lieu of the more formal procedure as outlined in Section 1 -04.4 of the Standard Specifications. The unit contract price for Minor Changes is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item shall be authorized in writing by the City Project Manager or Supervisor. Payment will be determined in accordance with Section 1 -09.4 of the Standard Specifications. Payment for this item will be only for the changes and amounts approved by the City. If no changes are authorized under this bid item final payment for this item will be $0 (zero). n HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CEP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NESth- BID -ITEMS Sect 1- 09- 14.doc Page 28 t i r t 1, I NE 5th PL /Edmonds Ave NW Storm System Project SCHEDULE B — Sewer Tee Replacement Bid Item B -01: Side Sewer Tee Replacement (Each) Measurement for side sewer tee replacement shall be per each for each side sewer tee replaced in conformance with the Contract Documents Payment for side sewer tee replacement will be made at the amount bid per each, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, pavement removal, excavation, dewatering, locating all existing utilities and potholing and or CCTV inspection in advance for horizontal and vertical location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipes of the sizes and types required, gaskets, fittings, installation, laying and joining pipe and fittings, bedding, and pipe zone fill material, appurtenances, select backfill, placement of select backfill materials, compaction, water, grading, cleaning, temporary pavement patching, final asphalt patch, etc. required to complete the Work in accordance with the Contract Documents. Bid Item B -02: Remove and Replace Concrete Sidewalk and Driveway (Sq Yard) Measurement for remove and replace concrete sidewalk and driveways - side sewer tee replacement shall be in square yards of sidewalk and driveway repair required for side sewer tee replacement as shown in the Contract Documents, unless otherwise approved by the Engineer. Payment for remove and replace concrete sidewalk and driveways - side sewer tee replacement will be made at the amount bid per square yard, which payment will be complete compensation for all labor, equipment, materials, sawcutting, removal of existing, materials hauling, preparation, forming, placement, finishing, cleanup, etc., required to compete this item in conformance with the Contract Documents. Bid Item B -03: Landscape Restoration (Lump Sum) Measurement for landscape restoration work - side sewer tee replacement will be based on the percentage of total Schedule B Work complete, by dollar value, at the time of measurement. Payment for landscape restoration - side sewer tee replacement will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, sod, grass seed, topsoil, landscape bark, tree removal and replacement, trees, existing structure removal and replacement (i.e. block walls, etc.), preparation, compaction, watering, restoration, etc. required to compete this item in conformance with the Contract Documents. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 29 NE 5th PL /Edmonds Ave NW Storm System Project SCHEDULE C — Water Main Project Bid Item C -01: Mobilization and Demobilization (Lump Sum) This bid item may not be more than ten percent (10 %) of the total amount of this Bid Schedule. The City may disqualify bids which exceed this limit. Measurement for mobilization and demobilization, shall be lump sum. The lump sum price shown shall constitute full compensation for all labor, materials and equipment required for mobilizing, moving and organizing labor, equipment, materials, supplies, and incidentals to the job site(s), providing and maintaining all necessary support facilities and utilities, providing, erecting, maintaining, relocating project signs, obtaining all necessary permits, licenses, premiums for bonding and insurance, preparing the site for construction operations, and maintaining the site and surrounding areas during construction, providing L protection of existing utilities, providing component and system testing, final clean -up of the site, and demobilizing and moving all labor, equipment, materials, surplus materials, and incidentals, off the project site(s) after contract completion. Mobilization /demobilization costs for all subcontracted work shall be considered included in the price bid and no additional payment will be allowed. Payment for Mobilization and Demobilization will be made at the lump sum amount bid (NOT to exceed 80% of the bid item price prior to completion of construction) based on the percent of completed Work as defined in the 2008 Standard Specifications for Road, Bridge, and Municipal Construction ( WSDOT) for mobilization. Payment for the remaining 20% will be made upon completion and final clean up of the construction site and after the demobilization of all equipment, material and labor from the project site(s). Bid Item C -02: Traffic Control (Lump Sum) Measurement for Traffic Control work will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for Traffic Control work will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor (e.g. flaggers), materials, tools, equipment, and incidentals, for providing WSDOT certified Traffic Control Supervisor JCS), certified flaggers, off -duty police officer(s) when working within 50 feet of any signalized intersection, furnishing, installing, maintaining, removing traffic control signs, VMS information boards, construction warning and detour signs, sequential arrow boards, traffic cones, barrels, barricades and the like, steel plating, pins, shims, temporary pavement markers and striping, removing, relocating, l re- installing existing roadway signs, preparing, revising, and implementing any traffic control /detour plans required by the contract documents and right -of -way use permit, and conforming to the Manual on Uniform Traffic Control Devices (MUTCD) and as directed by the Engineer and by the City's Transportation Department. Also, included in the contract price is the cost to furnish traffic control services and equipment for construction surveying, staking, and as- builting. I H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 30 1 f t 1 t NE 5th PL /Edmonds Ave NW Storm System Project Bid Item C -03: Trench Excavation Safety Systems (Lump Sum) Measurement for trench excavation safety systems will be based on a percentage defined as the amount of water mains installed divided by the total length of water mains shown to be installed. Payment for trench excavation safety systems will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, equipment, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing to complete the work and ensure worker safety, as defined and shown in the contract specifications and plans, and as required under the provisions of any permits and in the requirements of OSHA and Chapter 49.17 RCW, and Chapter 39.04.180 RCW. Bid Item C -04: Construction Surveying and Staking (Lump Sum) Measurement for construction surveying and staking will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for construction surveying and staking will be made at the measured percentage amount for the pay period times the lump sum amount bid. Said payment will be complete compensation for all labor, materials, equipment, tools, all incidental work needed to provide construction surveying and of the improvements (including providing a Washington State licensed surveyor for said work), staking in advance of pipe laying, fittings and structure installation, surveying the horizontal and vertical locations of all potholed existing utilities within the work area, verification and recording of the elevations of existing roadway centerline, crown, and edge of pavement to ensure that all roadways can be reconstructed to existing grade, and preparation of cut - sheets. Bid Item C -05: As -Built Surveying for Progress Payments and Final As- Builts (LumpSum) Measurement for construction as -built information will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for As -Built Surveying for Progress Payments and Final As- Builts will be made at the measured percentage amount for the pay period times the lump sum amount bid. Said payment will be complete compensation for all labor, materials, equipment, tools, all incidental work needed to provide as -built surveying, preparing "red line" as -built drawings for pay estimate submittal with fittings and dimensions of existing and proposed facilities installed or encountered during the pay period, furnishing an electronic file with construction drawings stamped and signed by a licensed land surveyor that contains the as -built information and copies of field notes, and furnishing and resetting property corners when disturbed by the contractor's activities. No more than 50% of the bid amount for this item shall be paid prior to the review and acceptance of the as- constructed information by the Engineer. HARIe Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 31 NE 5th PL /Edmonds Ave NW Storm System Project I Bid Item C -06: Temporary Erosion /Sedimentation Controls (Lump Sum) Measurement for temporary erosion /sediment control(s) will be based on the percentage of total work complete, by dollar value, at the time of measurement. Payment for temporary erosion /sedimentation control(s) will be at the lump sum amount bid, which payment shall be complete compensation for all labor, materials, equipment, to furnish, install, maintain, and remove water pollution /erosion and sedimentation control, including but not limited to straw -bale check dams, temporary silt fencing, sand bags, covering and recovering stockpiles and disturbed areas with plastic sheeting, hand seeding /hydroseeding and straw mulching disturbed areas, catch basins filters, and any additional erosion control best management practices required to complete this item of work in conformance with the Contract Documents. Bid Item C -07: Site Specific Potholing (each) Measurement for performing Site Specific Potholing will be per each for each location shown on the engineering drawings, or as directed by the Engineer. Work shall be performed in conformance with the Contract Documents (see Section 1- 07.17(1) for Site Specific Potholing). Payment for Site Specific Potholing will be made at the unit price bid per each, which payment will be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the contract Documents including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste and excess materials, shoring, relocating or coordinating relocation of the unknown utility, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. Select imported backfill materials are included in other bid items. Bid Item C -08: Furnish and Install 8" Cl 52 DI Water Pipe w/ Polywrap & DI Fittings (Lineal Foot) Measurement for furnishing and installing water pipes and fittings of the size, type and class specified will be based on the actual lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing ductile iron water pipes and fittings of the size, type and class specified shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, including potholing in advance for existing side sewers and television inspection of existing sanitary sewer to determine location of side sewer branches if necessary. • Saw cutting up to 12" in depth, trench excavation, and dewatering (if needed), HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NESth\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 32 t t I t NE 5th PL /Edmonds Ave NW Storm System Project • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing, installing, laying and jointing water pipes and fittings of the size, type and class shown, polyethylene encasement, special fittings, horizontal and vertical bends, mechanical joint pipe restraint, vertical crosses for poly - pigging, shackle rods, temporary blow -off assemblies, and all incidentals, • Furnishing bedding materials, placing and compacting pipe bedding, as shown on the plans, • Placing and compacting trench backfill, • Testing, poly - pigging, disinfecting and flushing of new valves, • Replacing, protecting and /or maintaining existing utilities. Bid Item C -09: Furnish and Install 16" X 8" Wet - Tapping Tee and Gate Valve Assembly (Each) Measurement for furnishing and installing 16 "x 8" wet tapping tee and gate valve assembly will be per each tapping tee with tapping gate valve assembly installed in conformance with the Contract Documents. Payment for furnishing and installing 16" x 8" wet - tapping tee and gate valve assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and installing a full -body cast -iron or epoxy- coated steel tapping tee, tapping gate valve, • Tapping the existing water main by a City- approved wet -tap contractor licensed and bonded, • Furnishing and installing valve boxes and covers to grade, stem extensions, valve marker posts, pipe nipples, couplings, polyethylene encasement, concrete blocking, and all incidentals, • Placing and compacting trench backfill, HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doe Page 33 NE 5th PL /Edmonds Ave NW Storm System Project • Testing, poly - pigging, disinfecting and flushing of new valves, • Replacing, protecting and /or maintaining existing utilities. Bid Item C -10: Furnish and Install 8" Gate Valve Assembly (Each) Measurement for furnishing and installing 8" gate valve assembly will be per each for each type valve installed in conformance with the Contract Documents. Payment for furnishing and installing 8" gate valve assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation , and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and installing valves, valve boxes and covers to grade, stem extensions, valve marker posts, pipe nipples, couplings, polyethylene encasement, concrete blocking, and all incidentals, • Placing and compacting trench backfill, • Testing, poly - pigging, disinfecting and flushing of new valves, • Replacing, protecting and /or maintaining existing utilities. Bid Item C -11: Concrete for Thrust Blocking and Dead -Man Anchor Blocks (Cubic Yard) Measurement for concrete for thrust blocking, horizontal and vertical, dead -man anchor blocks will be per cubic yard for all concrete installed for thrust blocking and dead -man anchor blocks in conformance with the Contract Documents. Payment for concrete thrust blocking and dead man anchor blocks shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 34 t d e NE 5th PL /Edmonds Ave NW Storm System Project • - Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and placing concrete for vertical and horizontal blocks, dead -man anchor blocks, reinforcing steel, shackle rods, clamp assembly, anchor bolts, turnbuckles, concrete form work, • Placing and compacting trench backfill, • Replacing, protecting and /or maintaining existing utilities. Bid Item C -12: Furnish and Install Fire Hydrant Assembly (Each) Measurement for furnishing and installing fire hydrant assembly will be per each for each fire hydrant assembly installed in conformance with the Contract Documents. Payment for furnishing and installing fire hydrant assembly shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Removal of existing fire hydrant, if existing hydrant is being replaced, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing and installing new fire hydrant assembly, standpipe, shoe, and 6 -inch DI piping, Storz adapter, • Furnishing and installing shut -off valve, valve box, valve extension, • Furnishing and installing shackles, tie -rods, concrete blocking, and joint restraints, drain rocks, polyfilm, • Adjust hydrant to finish grade and install concrete shear block, • Placing and compacting trench backfill, • Testing, disinfecting and flushing of new hydrants, • Replacing, protecting and /or maintaining existing utilities • Painting the hydrants HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-rrEMS Sect 1- 09- 14.doc Page 35 Bid Item C -14: Connection to Existinq Water Main (Each) Measurement for connection to existing water main will be per each connection for completion in conformance with the Contract Documents. Payment for connection to existing water main shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 36 NE 5th PL /Edmonds Ave NW Storm System Project 1 Bid Item C -13: Furnish and Install 1" Water Service Connection (Each) Measurement for furnishing and installing 1" water connection will be per each for each 1" water connection installed in conformance with the Contract Documents. Payment for furnishing and installing 1" water connection shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation as needed, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, hole- hogging, hand to install • Boring, tunneling, mechanical or trenching new water service lines, • Furnishing and installing new 1- inch ball valve corporation stops, tapping the main, laying and jointing the new copper water service lines and fittings, new meter setter, new meter boxes and lids, • Testing, disinfecting and flushing the new service line, , • Connecting the customer -side private service line to the new copper tailpiece behind the new meter setter and property lines, • Placing and compacting trench backfill, • Replacing, protecting and /or maintaining existing utilities. • Restoration of public and private properties Bid Item C -14: Connection to Existinq Water Main (Each) Measurement for connection to existing water main will be per each connection for completion in conformance with the Contract Documents. Payment for connection to existing water main shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material including existing pipes and structures in the excavation and the like, HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 36 t NE 5th PL/Edmonds Ave NW Storm System Project • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the initial cut -in installation of valves, and fittings on the existing water main(s), • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the second and final connection of the new water line to the existing water system and to the valves installed during the initial cut -in as described above, • Placing and compacting trench backfill, • Replacing, protecting and /or maintaining existing utilities. Bid Item C -15: Cut, Cap, and Block Existing Water Main (Each) Measurement for cut, cap, and block existing water main will be per each in conformance with the Contract Documents. Payment for cut, cap, and block water main shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Locating all existing utilities and potholing in advance to determine their horizontal and vertical location, • Saw cutting, trench excavation, shoring and dewatering (if needed), • Removal, hauling and disposal of pavement, curbs, gutters, sidewalks, surplus and unsuitable excavated material, excluding any asbestos cement pipe or fittings • Stockpiling suitable excavated material for use as pipe bedding and trench backfill as directed by the Engineer, • Furnishing all required pipes, fittings, adapters, couplings and incidentals as required for City's water department's personnel to perform the cut and cap, • Excavating for and installing thrust block, • Placing and compacting trench backfill, • Replacing, protecting and /or maintaining existing utilities. Bid Item C -16: Removal and Replacement of Unsuitable Foundation Material Ton Measurement for removal and replacement of unsuitable foundation material shall be measured in tons based on the placed weight of material installed. Placement of foundation material will be, measured only for the area(s) authorized by the Engineer. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Payment for removal and replacement of unsuitable foundation material will be made at the amount bid per ton, which payment will be complete compensation for all, labor, materials, HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-UEMS Sect 1- 09- 14.doc Page 37 NE 5th PL /Edmonds Ave NW Storm System Project equipment, for excavation, removal and disposal of unsuitable foundation material, furnishing, haul, placement, and compaction of foundation materials approved by the Engineer, etc., required to complete this item of work in conformance with the Contract Documents. Bid Item C -17: Select Imported Trench Backfill (Ton) Measurement for select imported trench backfill shall be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, tools, equipment, incidentals necessary to furnish and install select import backfill, hauling, placement, compaction, removal, haul and disposal of unsuitable excavated materials, waste and surplus materials, etc., required to complete this item of Work in conformance with the Contract Documents. I Bid Item C -18: Crushed Surfacing Top Course, Crushed Rock Backfill, �. Crushed Rock for Shoulder Restoration (Ton) Measurement for crushed surfacing top course and crushed rock backfill shall be measured in tons based on the weight of material installed into the work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans or as approved by the Engineer will be deducted from the certified tickets. Payment for crushed surfacing to course, crushed rock backfill, and crushed rock for Y 9 P shoulder restoration will be made at the amount Bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc. required to complete this item of Work in conformance with the Contract Documents. Bid Item C -19: 2" Temporary Cold Mix Asphalt Trench Patching (Ton) Cold Mix Temporary Asphalt Trench Patching mix shall be capable of being placed in air temperatures below freezing while remaining cohesive and flexible. Asphalt shall maintain adhesive qualities in areas that are damp or wet at the time of application. Completed cold mix asphalt temporary trench patching shall not show any significant signs of shoving, rutting, tracking, kick -up, or ravel out while open to traffic. Each week, the engineer will inspect the temporary patches. In the event that the furnished material does not meet the above requirements, the Contractor shall be required to repair and replace unacceptable material or provide hot mix asphalt pavement. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -ITEMS Sect 1- 09- 14.doc Page 38 f NE 5th PL /Edmonds Ave NW Storm System Project Measurement for 2" deep cold mix temporary asphalt trench patching shall be measured in tons of cold mix asphalt over the completed surface of the patch. Measurement shall be as defined by the limit of asphalt payment shown in the engineering drawings, unless otherwise approved by the Engineer. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans or as approved by the Engineer will be deducted from the certified tickets. Payment for 2" deep Cold Mix Asphalt Trench Patching will be made at the amount Bid per ton, which payment will be complete compensation for all labor, materials, haul, placing gravel materials, including crushed surfacing top course, aggregate, asphaltic materials, subgrade compaction, placement, roller compaction, haul to waste of spoil material, cleanup, etc. required to complete this item of Work in conformance with the contract documents. No additional payment will be made for work necessary to correct an asphalt concrete patch not installed in accordance with specifications or for work necessary to correct damage to curbs, gutters, utility structures, or other appurtenances resulting from the Contractor's paving operations. Bid Item C -20: H.M.A. Class %" PG 64 -22 for Roadway Restoration (Ton) Measurement for HMA Class 1/2" PG 64 -22 for Roadway Restoration shall be measured in tons. Pavement repair measurement width shall be as defined by the limit of patch payment shown in the Plans and Contract Documents, unless otherwise approved by the Engineer. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the plans or as approved by the Engineer will be deducted from the certified tickets. Payment for HMA Class 1/2" PG 64 -22 for Roadway Restoration will be made at the amount Bid per ton, which payment will be complete compensation for all labor, materials, tools, and equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • removal of temporary asphalt patching, grinding for overlay, pavement saw cutting, water, haul, surface preparation, placing gravel materials including crushed surfacing top course, and compaction • Furnishing, placing, and compacting hot mix asphaltic materials, tack oil, placement, final trench patch • adjustment of utilities to grade, tack coat, joint sealing, cleanup, incidentals, etc. required to complete this item of Work in conformance with the contract documents. No additional payment will be made for work necessary to correct asphalt concrete pavement not installed in accordance with specifications or for work necessary to correct H:\FileSys\SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID-ITEMS Sect 1- 09- 14.doc Page 39 NE 5th PL /Edmonds Ave NW Storm System Project damage to curbs, gutters, utility structures, or other appurtenances resulting from the Contractor's paving operations. Bid Item C -21: Removal and Replacement of Concrete Curb and Gutter (Lineal Foot) Measurement for remove and replace concrete curb and gutter shall be in lineal feet of curb repair required for installation of utilities as shown in the Contract Documents, unless otherwise approved by the Engineer. Payment for remove and replace concrete curb and gutter will be made at the amount bid per lineal foot, which payment will be complete compensation for all labor, materials, tools, equipment required to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: • Sawcutting, removal and disposal of existing curb and gutter • Removal and disposal of surplus, unsuitable and /or waste materials • Placing and compacting crushed surfacing top course for subgrade • Furnishing and installing temporary formwork • Furnishing and placing concrete and joint filler for new curb and gutter Bid Item C -22: Concrete Driveway and /or Sidewalk Restoration (Square Yard) Measurement for cement. concrete driveway and /or sidewalk restoration work will be based on square yard of concrete driveway, to match existing, restored to a saw -line line cut as directed by the Engineer. Payment for driveway and /or sidewalk restoration will be made at the unit price bid per square yard, which payment will be complete compensation for all labor, equipment, materials, tools and incidentals to satisfactorily replace cement concrete driveway and sidewalk as work specified in the contract documents and plans, and shall include but not be limited to the following: Sawcuttin existing driveway, sidewalk and existing pavement • 9 9 Y, 9 p • Removal and disposal of surplus, unsuitable and /or waste materials • Placing and compacting crushed surfacing top course for subgrade • Furnishing and installing formwork • Furnishing, placing, compacting, and finishing concrete for new driveway and /or sidewalk surface. Gravel driveway and gravel parking areas shall be restored under landscape restoration. t HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -rrEMS Sect 1- 09- 14.doc Page 40 INE 5th PL/Edmonds Ave NW Storm System Project IBid Item C -23: Property and Landscape Restoration (Lump Sum Measurement for Property and Landscape Restoration Work will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for landscape restoration will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, tools to complete the work specified in the contract documents and plans, and shall include but not be limited to the following: ' • Fine grading all areas disturbed by contractor's construction activities to the lines and grades indicated on the contract plans • Furnishing and installing select import backfill material, or native material as approved by the Engineer, to match existing grade, compact material to 90% maximum density • Hauling and disposing unsuitable, surplus and /or waste materials ' • Replacing and restoring any landscaping, rockeries, walls, tree removal and replacement, trees, bark, and other improvements disturbed by construction activities, as directed by the Engineer • Preparation, placement, and maintenance of 3" depth topsoil and lawn sod per City specifications as supplemented in the Special Provisions. • Site cleanup of all areas disturbed by contractor's activities to match the conditions as closely as existed prior to contractor's beginning work or as directed by the Engineer. s HAFile Sys \SWP - Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\24- NE5th- BID -frEMS Sect 1- 09- 14.doc Page 41 t �1 0 J J i 1 -10 TEMPORARY TRAFFIC CONTROL 1 -10.1 General Section 1 -10.1 is supplemented by adding the following: When the bid proposal includes an item for "Traffic Control," the work required for this item shall be all items described in Section 1 -10, including, but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; , 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this work; and 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or a directed by the engineer and delivering to the City Shops or storing and reinstalling as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs during periods when they are not needed. If no bid item "Traffic Control" appears in the proposal then all work required by these sections will be considered incidental and their cost shall be included in the other items of work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services which could not be usually anticipated by a prudent contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the contractor's modification to the traffic control plan(s) appearing in the contract shall not be covered by the provisions in this paragraph. If the total cost of all the work under the contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc41 Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of Contractor and all methods and equipment used will be subject to the approval of Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of Engineer. Any days lost due to improper traffic control will be' charged against Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1- 10.2(1)B Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: A TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the contract. During nonwork periods, the TCS shall be able to be on the job site within a 45- minute time period after notification by the Engineer. 1- 10.2(2) Traffic Control Plans ! Section 1- 10.2(2) is supplemented as follows: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. 1 -10.3 Flagging, Signs, and All Other Traffic Control Devices Section 1 -10.3 is supplemented as follows: At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non - working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall ibe 3M diamond grade or equivalent approved by Engineer. Barricades shall also be equipped with flashers. 1- 10.3(3) Construction Signs Section 1- 10.3(3) paragraph 4.is supplemented as follows: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the work in the bid proposal. 1 -10.4 Measurement Section 1 -10.4 is replaced with: No specific unit of measurement will apply to the lump sum item of "Traffic Control'. No adjustment in the lump sum bid amount will be made for overtime work or for use of relief flaggers. 1 -10.5 Payment Section 1 -10.5 is replaced with: H:\File Sys \SWP Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc42 7 7 i L G C e Payment for all labor, materials, and equipment described in Section 1 -10 will be-made in accordance with Section 1 -04.1, for the following bid items when included in the proposal: "Traffic Control," lump sum. The lump sum contract price shall be full pay for all costs not covered by other specific pay items in the bid proposal for furnishing, installing, maintaining, and removing traffic control devices required by the contract and as directed by the Engineer in conformance with accepted standards and in such a manner as to maximize safety, and minimize disruption and inconvenience to the public. ' Progress payment for the lump sum item "Traffic Control" will be made as follows: 1. When in initial warning signs for the beginning of the project and the end of construction signs are installed and approved by the Engineer, 30 percent of the amount bid for the item will be paid. 2. Payment for the remaining 70 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The item "Traffic Control" will be considered for an equitable adjustment per Section 1 -04.6 only when the total contract price increases or decreases by more than -25 percent. The Lump Sum contract price shall be full pay for all costs involved in furnishing the pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car operation. Any necessary flaggers will be paid under the item for traffic control. The Lump Sum contract price shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1- 10.3(1) and as authorized by the Engineer. The Lump Sum contract price shall be full pay for all costs for performing the work described in ' Section 1- 10.3(3) and Section 1- 10.3(4). This payment will include all labor, equipment, and vehicles necessary for the initial acquisition, the initial installation of Class A signs, and ultimate return of all Contracting Agency - furnished signs The Lump Sum contract price shall be full pay for all costs involved when a person performs the duties described in Section 1- 10.2(1)B including when performing traffic control labor duties. The Lump Sum contract price shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Sections 1- 10.2(1)B and 1- 10.3(2). 1 -11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1- 11.1(1) Responsibility for surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW 1- 11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc43 All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332 -130 -060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989 or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a, City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any bench marks established. 1- 11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent on retracement 'of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracement. 1- 11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work, surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text formatwill accompany the field notes. 1- 11.1(5) Corners and Monuments Corner A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to physically reference a corner's location on the ground. Monument Any physical object or structure of record which marks or accurately references: HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc44 t t 1 L7 • A corner or other survey point established by or under the supervision of an individual per section 1- 11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one - sixteenth corners; and • Any permanently monumented boundary, right of way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street. intersections but excluding dependent interior lot corners. 1- 11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create ' permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non - single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as- builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1 -11.1 herein. The drawing depicting the .survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one -half original scale remains legible. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc45 If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded 1 with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332 -130 -050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in 1 the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 141.1(7) Precision Levels Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1 -05 and 1 -11.1. ' Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both permanence and vertical stability. Descriptions of bench marks must be complete to insure both recoverability and positive identification on recovery. 1- 11.1(8) Radial and Station --Offset Topography Topographic surveys shall satisfy all applicable requirements of section 1 A 1.1 herein. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc45 All points occupied or back sighted in developing radial topography or establishing baselines for station -- offset topography shall meet the requirements of section 1 -11.1 herein. The drawing and electronic listing requirements set forth in section 1 -11.1 herein shall be observed for all topographic surveys. 1- 11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1- 11.1(10) Station -- Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1- 11.1(11) As -Built Survey All improvements required to be "as- built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as- built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as- built ". The "as- built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing contractor and the "as- builting" surveyor is therefore required. All "as- built" surveys shall satisfy the requirements of section 1- 11.1(1) herein and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as- built" shall meet the requirements of section 1- 11.1(4) herein and submitted with stamped and signed "as- built" drawings which includes a statement certifying the accuracy of the "as built ". The drawing and electronic listing requirements set forth in section 1- 11.1(6) herein shall be observed for all "as- built" surveys. 1- 11.1(12) Monument Setting and Referencing All property or lot corners, as defined in 1- 11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1- 11.2(1). In situations where such markers are impractical or in danger of being destroyed, e,g., the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on. the extension of said line with the curb." In all other cases the corner shall meet the requirements of section 1- 11.2(1) herein. All non corner monuments, as defined in 1- 11.1(5), shall meet the requirements of section 1- 11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per section 1- 11.2(3). In the case of right of way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul -de -sacs shall be set. If the point of intersection, PI, for the tangents of a curve fall within the paved portion of the right of way, a monument can be set at the PI instead of the PC and PT of the curve. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc46 1 i 1 fFor all non corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) ' identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one- sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates and NAVD 88 elevation shall be filled out and filed with the city. I I7 t �i (� LI 1 1 -11.2 Materials 1- 11.2(1) Property /Lot Corners Corners per 1- 11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc. and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1- 11.2(2) Monuments Monuments per 1- 11.1(5) shall. meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. 1- 11.2(3) Monument Case and Cover Materials shall meet the requirements of section 9 -22 and. City of Renton Standard Plans page H031. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc47 'I 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP a 1 2 -01.1 Description Section 2 -01.1 is supplemented as follows: The limits of clearing and grubbing (construction limits) shall be defined as being !the construction ' limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the I Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees which are damaged I shall be replaced in kind at the Contractor's expense. Existing landscaping outside the construction limits, including but not limited toi sod, rockeries, beauty bark, decorative gravel or rock, bushes, and shrubbery shall be protected from Idamage. The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2 -01 of the Standard Specifications, these Special Provisions, and the Plans. I The Contractor shall receive approval from the Engineer prior to removal. 2 -01.2 Disposal of Usable Material and Debris Section 2 -01.2 is supplemented as follows: The Contractor shall dispose of all debris by Disposal Method No. 2 — Waste Site. i 2 -01.5 Payment Section 2 -01.5 is supplemented as follows: The lump sum price for "Clearing and Grubbing" shall be full compensation for all work described herein and shown in the Plans, including removing trees and shrubbery where shown' in the Plans and directed by the Engineer. i 2 -02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS ! I 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs t Section 2- 02.3(3) is revised and supplemented as follows: Item "1." Is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken -up pieces to some off - project site. The section is supplemented as follows: i When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. j i HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc48 t t t t 2 -02.4 Measurement Section 2 -02.4 replaces the existing vacant section: Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut, full depth. Wheelcutting of pavement will not be measured for separate payment, but shall be included in other items of Work. 2 -02.5 Payment Section 2 -02.5 is supplemented by adding: "Saw Cutting ", per Lineal Foot. "Remove Sidewalk ", per Square Yard. "Remove Curb and Gutter ", per Lineal Foot. "Cold Mix ", per Ton "Remove Asphalt Concrete Pavement," per square yard. "Remove Cement Concrete pavement," per square yard. "Remove existing ," per All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2 -02.5, and will not be included in the quantity calculated for excavation. 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.3 Construction Requirements Section 2 -03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilied as necessary to comply with the grades shown on the Plans. In filled and backfilied areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash and other debris until final acceptance of the Work. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc49 Following removal of topsoil or excavation to grade and before placement of fills on base course, the subgrade under the roadway shall be proof - rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils are not available to complete construction of the roadway embankment, Gravel Borrow shall be used. If subgrade trimmer is not required on the project, all portions of Section 2 -03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9- 03..14 of the Standard Specifications shall be used. 2 -03.4 Measurement Section 2 -03.4 is supplemented by adding the following: At the discretion of the engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation - by the cubic yard (adjusted for swell) may be measured by truck in the Hauling vehicle at the point of loading. The contractor shall provide truck tickets for each .load removed. Each ticket shall have the truck number, time and date, and be approved by the engineer. 2 -03.5 Payment Section 2 -03.5 is revised as follows: Payment for embankment compaction will not be made as a separate item. All costs ;for embankment compaction shall be included in other bid items involved. Payment will be made for the following bid items when they are included in the Proposal: "Roadway Excavation Including Haul," Per Cubic Yard "Unsuitable Foundation Excavation Including Haul," Per Cubic Yard "Gravel Borrow Including Haul," Per Ton When the Engineer orders excavation below subgrade, unit contract prices for roadway excavation and haul shall apply, unless the work and/or equipment to perform the work differs materially from the excavation above subgrade, then payment will be in accordance with the item "Unsuitable Foundation Excavation Including Haul ". In this case, all items of work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for "Roadway Excavation Including Haul" shall be full pay for excavating, loading, placing, or otherwise disposing of the material. The unit contract price per cubic yard for "Unsuitable Foundation Excavation Including Haul" shall be full pay for excavating, loading, and disposing of the material. I I I H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc50 I t 1 1 !d t t fl t t t 1 Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. 2 -04 HAUL , 2 -04.5 Payment Section 2 -04.5 is revised and supplemented as follows: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other units of work. 2 -06 SUBGRADE PREPARATION 2 -06.5 Measurement and Payment Section 2 -06.5 is supplemented by adding the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2 -09 STRUCTURE EXCAVATION 2 -09.1 Description Section 2 -09.1 is supplemented by adding the following: This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials including buried logs and stumps. 2- 09.3(1)D Disposal of Excavated Material Section 2- 09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is replaced with: If the contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the work. 2 -09.4 Measurement Section 2 -09.4 is revised and supplemented as follows: Gravel backfdl. Gravel backfill except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with section 1 -09.2. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc51 2 -09.5 Payment Section 2 -09.5 is revised and supplemented as follows: Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A ", per cubic yard. "Structure Excavation Class B ", per cubic yard. "Structure Excavation Class A Incl. Haul ", per cubic yard. "Structure Excavation Class B Incl. Haul ", per cubic yard. Payment for reconstruction of surfacing and paving within the limits of structure excavation will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the plans, the unit contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the Contractor excavates deeper than the plans or Engineer requires, the Contracting Agency will not pay for material removed from below the required elevations. In this case, the Contractor, at no expense to the Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items of work if "Structure Excavation" or "Structure Excavation Incl Haul" are not listed as pay items in the contract. "Shoring or Extra Excavation Class B ", per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required as determined by the Engineer, then shoring or extra excavation shall be considered incidental to the work involved and no further compensation shall be made. "Gravel Backfill (Kind) for (Type of Excavation) ", per cubic yard or per Ton. "Controlled Density Fill ", per cubic yard. When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence .that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- .NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc52 C� t t J t t t t t I I 1 h t �l t t it t 1 5 -04 ASPHALT CONCRETE PAVEMENT 5- 04.3(7)A Mix Design Item 2 is deleted and replaced with: 1. Nonstatistical HMA Evaluation. The contractor shall submit a certification that the mix design submitted meets the requirements of Sections 9- 03.8(2) and 9- 03.8(6). The contractor must submit the mix design using DOT Form 350 -042 EF. Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti -strip requirements for the HMA. The mix design will be the initial job mix formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9- 03.8(7). 5- 04.3(8)A Acceptance Sampling and Testing —HMA Mixture Item 1 is deleted and replaced with: 1. , General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Item 7 is deleted. 5-04.5(1)A Price Adjustments for Quality of HMA Section is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1 -06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f' All aggregate passing: 1 '' /z", 111, 3/", '' /z ", 3/8" and No. 4 sieves 2 All aggregate passing No. 8, No 16, No. 30, No. 50, No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52 HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc53 A pay factor will be calculated for sieves listed in Section 9- 03.8(7) for the class. of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated in accordance with Section 1- , 06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9- 03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. i 5- 04.5(1)A Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equal's the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCFF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. �I I� HAFile Sys \SWP -Surface Water Projects \SWP -27 -Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc54 5 -06 TRENCH RESTORATION AND OVERLAY moved from 8 -20.3 New Section Added: CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4, 2005 by Ordinance 5131 An asphalt paver shall be used in accordance with Section 5- 04.3(3) of Standard Specifications. A "Layton Box" or equal may be used in place of the power - propelled paver. Rollers shall be used in accordance with Section 5- 04.3(4) of the Standard Specifications. "Plate Compactors" and "Jumping Jacks" SHALL NOT be used in lieu of rollers. 2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit. Surfacing depths shown in the Standard Details are HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc55 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed by installation of utilities and other construction activities. Any public or private utilities, general contractors, or others permitted to work in the public right -of -way will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer: The term engineer shall denote the City project manager, inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1. The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right -of -way. 2. Modifications or exemptions to these standards may be authorized by the. Planning/Building/Public Works Administrator, or authorized representative, upon written request by the permittee, their contractor or engineer and demonstration of an equivalent alternative. SECTION 5 INSPECTION The Engineer may determine in the field that a full street -width (edge -of- pavement to edge -of- pavement) overlay is required due to changes in the permit conditions such as, but not limited to the following: 1. There has been damage to the existing asphalt surface due to the contractor's equipment. 2. The trench width was increased significantly or the existing pavement is undermined or damaged. 3. Any other construction related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS 1. All materials and workmanship shall be in accordance with the City of Renton Standard and Supplemental Specifications (current adopted version) except where otherwise noted in these Standards. Materials and workmanship are required to be in conformance with standards for the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Chapter of the American Public Works Association (APWA) and the Washington State Department of Transportation (WSDOT) and shall comply with the most current edition, as modified by the City of Renton Supplemental Specifications. An asphalt paver shall be used in accordance with Section 5- 04.3(3) of Standard Specifications. A "Layton Box" or equal may be used in place of the power - propelled paver. Rollers shall be used in accordance with Section 5- 04.3(4) of the Standard Specifications. "Plate Compactors" and "Jumping Jacks" SHALL NOT be used in lieu of rollers. 2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit. Surfacing depths shown in the Standard Details are HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc55 minimums and may be increased by the Engineer to meet traffic loads or site conditions. SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a minimum of one foot (1') outside the trench width. The top two inches (2 ") of asphalt shall be ground down to a minimum distance of one foot (1') beyond the actual outside edges !,of the trench and shall be replaced with two inches (2 ") of Class B asphalt, per City of Renton Standards. At the discretion of the engineer, a full street width overlay may be required. Lane -width or a full street -width overlay will be determined based upon the location and length of the proposed trench within the roadway cross - section. Changes in field conditions may warrant implementation of additional overlay requirements. 1. Trenches (Road Crossings): a The minimum width of a transverse patch (road crossing) shall be six and one -half feet (6.5'). See City of Renton Standard Plan Drawing #HR —23 (SP Page: 11032A). b Any affected lane will be ground down two inches (2 ") and paved for the entire width of the lane. c Patch shall be a minimum of one foot (1') beyond the excavation and patch length shall be a minimum of an entire traveled lane. d If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent traveled lane affected will be repaved e An area including the trench and one foot (1') on each side of the trench but not less than six and one half feet (6.5') total for the entire width of the affected traveled lanes will be ground down to a depth of two inches (2 "). A two -inch (2 ") overlay of Class B asphalt will be applied per City standards. 2. Trenches Running Parallel With the Street: a The minimum width of a longitudinal patch shall be four and one -half feet (4.5'). See City of Renton Standard Plan Drawing #HR -05 (SP Page H032). b If the trenching is within a single traveled lane, an entire lane -width overlay will be required. c If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent traveled lane affected will be overlaid. d If the trenching is greater than, or equal to 30% of lane per block (660 -foot maximum block length), or if the total patches exceed 12 per block, then the lanes affected will be overlaid. Minimum overlay shall include all patches within the block section. e The entire traveled lane width for the length of the trench and an additional ten feet (10') at each end of the trench will be ground down to a depth of two, inches (2 "). A two -inch (2 ") overlay of Class B will be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot (1') beyond the excavation. All affected lanes will be ground down to a depth of two inches (2 ") and paved not less than six and one half feet (6.5') wide for the entire width of the lane. Potholes greater than five feet (5') in length, width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan # HR05 (SP Page H032). Restoration requirements utilizing vactor equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement in the replacement area instead of grinding out the specified two inches (2 ") of asphalt. Full pavement replacement to meet or exceed the existing pavement depth will be required for the area of pavement removal. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc56 1 t H" t F1 t 011 Hill I t SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1. Trench restoration shall be either by a patch or overlay method, as required and indicated on City of Renton Standard Plans #HR -05, HR -23; and HR -22 (SP Pages #H032, H032A, and H033). I 2. All trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding. ` Sawcuts shall be a minimum of two feet (2') outside the excavated trench width. 3. All trenching within the top four feet (4') shall be backfilled with crushed surfacing materials conforming to Section 4 -04 of the Standard Specifications. Any trenching over four feet (4') in depth may use materials approved by the Engineer or Materials Lab for backfilling below the four -foot (4') depth. If the existing material (or other material) is determined by the Engineer to be suitable for backfill, the contractor may use the native material, except that the top six inches (6 ") shall be crushed surfacing top course material. The trench shall be compacted to a minimum ninety -five percent (95 %) density, as described in Section 2 -03 of the Standard Specifications. In the top six feet (6) of any trench, backfill compaction shall be performed in eight to 12 -inch (8 -12 ") lifts. Any trench deeper than six feet (6) may be compacted in 24 -inch lifts, up to the top six - foot (6) zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four -foot (4') vertical increments. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix (cold mix), Asphalt Treated Base,(ATB), or steel plates, as approved by the Engineer. ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After rolling, the trench must be filled flush with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up, the Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a week. In the event that the City determines to repair the temporary patch, the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and H033) or as directed by the Engineer. The grade of asphalt shall be AR- 4000W. The materials shall be made in conformance with Section 9- 02.1(4) of the Standard Specifications. 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CSS -1, as specified in Section 9- 02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5 -04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5 -04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12 "), unless otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9 -03.8 of the Standard Specifications. All street surfaces, walks or driveways within the street trenching areas shall be feathered and shimmed to an extent that provides a smooth - riding connection and expeditious drainage flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4 ") for storm water flow. The Engineer may require additional grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimming and feathering, as required by the Engineer, shall be accomplished by raking H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc57 out the oversized aggregates from the Class B mix as appropriate. Surface smoothness shall be per Section 5- 04.3(13) of the Standard Speeifications. The paving shall be corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the streets being trenched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and H033),. Compaction of all lifts of asphalt shall be a minimum ninety -two percent;(92 %) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer. Testing shall be performed by an independent testing lab with the results ibeing supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector, and the City, thatjthe restoration meets these specifications. 8. All joints shall be sealed using paving asphalt AR- 4000W. 9. When trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its original condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen G 5) working days after first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineer's approval. The Engineer may deem it necessary to complete the work within the fifteen (15) working day time frame and not allow any time extension. Should this occur, the Contractor shall perform the necessary work, as directed by the Engineer 11. A City of Renton temporary Traffic Control Plan (from Renton Transportation Engineering) shall be submitted and approved by the Engineer a minimum of three (3) working days prior to commencement of work. SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc58 i t t I r� [a u t I� 70 - 1 DRAINS . 7 -01.2 Materials The second paragraph of Section 7 -01.2 is revised as follows: ' Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel. with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the option of the Contractor unless the Plans specify the type to be used. t t t t t 7 -01.3 Construction Requirements Section 7 -01.3 is revised as follows: The second paragraph is revised as follows: PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9 -04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap -on, screw -on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9 -04.8 or solvent cement as described in Section 9 -04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with snap -on, screw -on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7 -01.4 Measurement Section 7 -01.4 is supplemented adding the following: When the contract does not include "structure excavation Class B" or "Structure excavation Class B including haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7 -02 CULVERTS 7 -02.2 Materials The second paragraph of Section 7 -02.2 is revised and supplemented as follows: Where steel or aluminum are referred to in this Section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9 -05.4 and 9 -05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7 -02 it shall be understood that reference is also made to PVC. 7 -04 STORM SEWERS 7 -04.2 Materials The second paragraph of Section 7 -04.2 is d replaced as follows: Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated (galvanized), Asphalt Treatment I Coated corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9 -05.4 and 9 -05.5. The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc59 Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection., . Approval of certificates shall be considered only as tentative acceptance of the materials and by Engineer Contractor his /her to products, and such action will not relieve of responsibility perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor's own expense. I 7- 04.3(2) Abandon Existing Storm Drain Pipe (New Section) (Project SWP) Where shown on the Plans or designated by the Engineer, existing pipe to be abandoned in place shall be completely filled with controlled density fill (WSDOT 2- 09.3[1]E) for the entire length of pipe specified. The ends of each pipe run shall be plugged thoroughly. All pipe ends shall be plugged as specified in Section 7- 08.3(4) (Plugging Existing Pipe). Existing pipe adjacent to the ends to be plugged shall be removed, subject to the limits approved by the Engineer, to allow for the plugging and abandonment of the remaining existing pipe. 7- 04.3(3) Television Inspection (New Section) (Project No. SWP, 27) All storm drain main lines and laterals constructed as part of this project shall be inspected by the use of a television camera before substantial completion. The costs incurred in making the inspection shall be paid for under "Television Inspection." The Contractor shall bear all costs incurred in correcting any deficiencies found during television inspection, including the cost of any additional television inspection that may be !required by the Engineer to verify the correction of said deficiency. The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. Once the "Television Inspection" has been completed, the Contractor shall submit to the Engineer the written reports of the inspection plus the video recordings. Video recordings shalllbe in color and provided on compact disc in Moving Picture Experts Group (MPEG) format and compatible for viewing using Microsoft Windows Media Player, Apple QuickTime Player, and Adobe Flash Player. The Contractor shall use television inspection report forms as considered industry !standard and as approved by the Engineer, and provide completed forms and video recordings of the completed "Television Inspection" to the Engineer. 7 -04.4 Measurement The first paragraph of Section 7 -04.4 is revised as follows: The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees, and fittings. The number of linear feet will be measured from the center of manhole or from the center of catch basin to center of catch basins and similar type structures. 7 -04.5 Payment The second and third paragraphs of Section 7 -04.5 are revised as follows: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the installation, including adjustment of inverts to manholes. When no bid item "gravel backfill for pipe bedding" is included in the Schedule of Prices, pipe bedding, as, shown in the standard plans, shall be considered incidental to the pipe and no additional payment shall be made. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th -Ed onds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc6o 7 -05 MANHOLES, INLETS, AND CATCH BASINS 7 -05.3 Construction Requirements Section 7 -05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. Sanitary sewer pipe to manhole connections shall be "Kor -n -Seal" boot or approved equal. 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7- 05.3(1) is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. iThe existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans, Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29, SP Page B074, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6" above grade. In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed 1 rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc61 Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be included in the various unit contract prices for storm sewer pipe, and no additional compensation will be allowed. I Abandonment and plugging of pipe shall be included in the lump sum contract price for "Removal of Structure and Obstruction ". No separate payment will be made. 7 -05 MANHOLES, INLETS, AND CATCH BASINS 7 -05.3 Construction Requirements Section 7 -05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. Sanitary sewer pipe to manhole connections shall be "Kor -n -Seal" boot or approved equal. 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7- 05.3(1) is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. iThe existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans, Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29, SP Page B074, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6" above grade. In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed 1 rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc61 frame two feet. The base materials and crushed rock be removed Class 3000 plus shall and or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete, the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside. throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: Adjustments of valve box castings shall be made in the same manner as for manholes. 7- 05.3(2) Abandon Existing Manholes Section 7- 05.3(2) is revised as follows: ( * * * * * *) Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 90 percent density as specified in Section 2- 03.3(14)C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7- 05.3(3) Connections to Existing Manholes Section 7- 05.3(3) is supplemented by adding the following: ( * * * * * *) Where shown on the plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The contractor shall be required to core drill into the structure, shape the new pipe to fit and re -grout the opening in a workmanlike manner. Where directed by the engineer or where shown on the plans, additional structure channeling will be required. Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to "Kor -n -Seal boots. Existing sanitary sewer manholes shall be cleaned. Repaired, and rechanneled as necessary to match the new pipe configuration and as shown on the construction plans. A "connection to existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's operations shall be repaired or replaced at his own expense. 1 HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc62 r-, II 1 i� f] fl The unit bid price per each shall be full compensation for all labor, materials and equipment required. 7- 05.3(5) Manhole Coatings Section 7 -05.5 is an added new section: All new sanitary sewer manholes shall be coated as specified below. The following coating system specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP -7 (Sweep of brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC- Aroshield (2.0 mils DFT) Finish: Two or more coats of Wasser MC- Aroshield (min. 4.0 mils DFT) Color: White 7 -05.4 Measurement Section 7 -05.4 is revised and supplemented as follows: Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from finished rim elevation to the invert of the lowest outlet pipe. Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contract price of the new item and no further compensation shall be made. Adjustment of existing structures and miscellaneous items such as valve boxes shall be measured by "Adjust Existing ," per each, which shall be full pay for all labor and materials including all concrete for the completed adjustment in accordance with Section 7- 05.3(1) and the City of Renton Standard Details. Connection to existing pipes and structures shall be measured per each. 7- 08.3(1)C Bedding the Pipe Section 7- 08.3(1)C is supplemented by adding the following: H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc63 7 -05.5 Payment Section 7 -05.5 is supplemented as follows: "Adjust Existing ," per each. The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer. If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin," per each. "Connect Structure to existing pipe," per each. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7- 08.3(1)C Bedding the Pipe Section 7- 08.3(1)C is supplemented by adding the following: H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc63 Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9- 03.12(3). It shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be, made. 7- 08.3(2)A Survey Line and Grade Section 7- 08.3(2)A is replaced with: Survey line and grade control shall be provided in accordance with Sections 1 -05.4, 1 -05.5 and 1 -11 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam using 50 foot minimum intervals for grade staking. Any other procedure shall have the written approval of the Engineer. 7- 08.3(2)B Pipe Laying — General Section 7- 08.3(2)B is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight- tenths) flow elevation, unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the ENGINEER. Pipe shall not be placed directly on rough ground but shall be supported in a manner which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the ENGINEER. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipe line shall be closed with water tight expandable type sewer plugs at the end of each day's operation or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the ENGINEER may change the alignment and /or the grades. Except for short runs which may be permitted by the ENGINEER, pipes shall be laid uphill on grades exceeding 10 percent. Pipe which is laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. Immediately after the pipe joints has been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe-manufacturer to verify proper gasket placement. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc64 I 1 i 1 t 1 t 7- 08.3(2)E Rubber Gasketed Joints Section 7- 08.3(2)E is supplemented as follows: Care shall be taken by the CONTRACTOR to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7- 08.3(2)H Sewer Line Connections Section 7- 04.3(2)H is supplemented by adding the following: All connections not occurring at a manhole or catch basin shall be done utilizing pre- manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of vitrified clay, plain or reinforced concrete, cast or ductile iron pipe, the existing main shall be core drilled. Connections (unless booted connections have been provided for) to existing concrete manholes shall be core - drilled, and shall have an "O ring rubber gasket meeting ASTM C -478 in a manhole coupling equal to the Johns- Manville Asbestos- Cement collar, or use a conical type flexible seal equal to Kor -N -Seal. PVC pipe connection shall consist of tee, nipple and couplers as approved by the Engineer. 7- 08.3(2)J Placing PVC Pipe Section 7- 08.3(2)J is an added new section: In the trench, prepared as specified in Section 7- 02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6" below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter collar will be used at the point of connection. j7 -08.4 Measurement The first paragraph of Section 7 -08.4 is revised as follows: Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall be measured by the cubic yard, including haul, as specified in 2 -09, or by the TON. 7 -08.5 Payment Section 7 -08.5 is replaced with: Payment will be made in accordance with Section 1 -04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations Class ", per cubic yard, or Ton. "Gravel Backfill for Pipe Zone Bedding ", per cubic yard, or Ton. All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit contract price for the type and size of pipe installed. "Plugging Existing Pipe ", per each. "Commercial Concrete ", per cubic yard. "Structure Excavation Class B ", per cubic yard. "Structure Excavation Class B Incl. Haul ", per cubic yard. Unless specifically identified and provided as separate items, structure excavation, dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract price per foot for the size and type of pipe being jointed. "Shoring or Extra Excavation Class B ", per square foot. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NESth- City- SpecProv- 2006- DCv03.doc65 t t 7 -09 PIPE AND FITTINGS FOR WATER MAINS 7- 09.3(15)A Ductile Iron Pipe The first paragraph of Section 7- 09.3(15)A is revised as follows: Long radius (500 feet or more) curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. 7- 09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) Section 7- 09.3(15)B is supplemented as follows: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7- 09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7- 09.3(17) has been revised as follows: The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8 mil. polyethylene plastic in accordance with Section 4 -5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance withANSI/AWWA C105/A21.5 -93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 1 HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc66 t I] t t t t 7- 09.3(19)A Connections to Existing Mains Section 7- 09.3(19)A is revised and supplemented as follows: The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the. existing system: Water system personnel will operate all valves on the existing system for the Contractor when required. No Work shall be performed on the connections unless a representative of the water department is present to inspect the Work. When not stated otherwise in the special provisions or on the plans, all connections to existing water mains will be done by City forces as provided below: City Installed Connections: Connections to existing piping and tie -ins are indicated on the drawings. The Contractor must verify all existing piping, dimensions, and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two -week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut -down of the existing water mains. The City reserves the right to re- schedule the connection if the Work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the Work are assembled on site. The Contractor shall provide all saw - cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de- watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans, including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7- 09.3(21) Concrete Thrust Blocking and Dead -Man Block . Section 7- 09.3(21) has been supplemented by adding the following: Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to The City of Renton standard details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8 -mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with section 7- 11.3(15). Provide concrete dead -man blocks at locations shown on the plans. The dead -man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete (hand mixed concrete is not allowed) and poured in place. 7- 09.3(23) Hydrostatic Pressure Test Section 7- 09.3(23) is supplemented and revised as follows: HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCvo3.doc67 A hydrant meter and a back flow prevention device will be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making required security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution. The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline* in GPH *If the pipeline under t est contains sections of various diameters, the allow able leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L= P 7400 in which: L = Allowable leakage, gallons /hour N = No. of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi The paragraph stating that `:`There shall not be an appreciable or abrupt loss in pressure during the 15 minute test ep riod." Is deleted. Section 7- 09.3(24)A shall be revised and supplemented as follows: 7- 09.3(24)A Flushing and "Poly- pigging" Sections of pipe to be disinfected shall first be poly - pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly- pigged ", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc68 1 I t t IJ t Nominal Pipe Diameter in inches PSI 6 6" 8 8" 1 10" 1 12" 1 16" 2 20" 2 24" 450 0 0.95 1 1.27 1 1.59 1 1.91 2 2.55 3 3.18 3 3.82 400 0 0.90 1 1.20 1 1.50 1 1.80 2 2.40 3 3.00 3 3.60 350 0 0.84 1 1.12 1 1.40 1 1.69 2 2.25 2 2.81 3 3.37 275 0 0.75 1 1.00 1 1.24 1 1.49 1 1.99 2 2.49 2 2.99 250 0 0.71 0 0.95 1 1.19 1 1.42 1 1.90 2 2.37 2 2.85 225 0 0.68 0 0.90 1 1.13 1 1.35 1 1.80 2 2.25 2 2.70 200 0 0.64 0 0.85 1 1.06 1 1.28 1 1.70 2 2.12 2 2.55 able leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L= P 7400 in which: L = Allowable leakage, gallons /hour N = No. of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi The paragraph stating that `:`There shall not be an appreciable or abrupt loss in pressure during the 15 minute test ep riod." Is deleted. Section 7- 09.3(24)A shall be revised and supplemented as follows: 7- 09.3(24)A Flushing and "Poly- pigging" Sections of pipe to be disinfected shall first be poly - pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly- pigged ", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc68 1 I t t IJ t 1 t I t 1 I The "Poly -pig" shall be equal to Girard Industries Aqua- Swab -AS, 2lb /cu -ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly -pig" only. The "Poly -pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection." is deleted. . Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's standard detail. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. 7- 09.3(24)D Dry Calcium Hypochlorite Section 7- 09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 7- 09.3(24)K Retention Period Section 7- 09.3(24)K has been revised as follows: Treated water shall be retained in the pipe at least 24 hours but no long than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/1. 7- 09.3(24)N Final Flushing and Testing Section 7- 09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. Section 7- 09.3(25) is a new additional section: 7- 09.3(25) Joint Restraint Systems General_ Where shown on the plans or in the specifications or required by the engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials (shackle rods) used shall be those manufactured by star national products, 1323 Holly avenue PO box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the engineer. Materials: Steel types used shall be: High strength low -alloy steel (cor -ten), ASTM A242, heat - treated, superstar "SST" series. High strength low -alloy steel (cor -ten), ASTM A242, superstar "SS" series.. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot -dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full -body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc69 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 5/8" and 3/4 ", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4 ", ASTM A563, grade A, zinc plated or hot -dip galvanized Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot -dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S 10: for 5/8" and 3/4" tierods, ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot -dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI 131.1. S12: 5/8" and 3/4" diameter, ASTM A36, A307. Tiewasher: round flat washers, zinc plated or hot -dip galvanized. SS17: ASTM A242, F436. S17: ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75 -90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4" ......... ............................... 2 611 ......... ............................... 2 8" 3 1011 ........ ............................... 4 1211 ........ ............................... 6 1411 ........ ............................... 8 1611 ........ ............................... 8 1811 ........ ............................... 8 2011 .......... .............................10 241f.......... .............................14 3011 ........ ............................... (16 -7/8 "rods) 3611 ........ ............................... (24 -7/8 "rods) Where a manufactures mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspector's satisfaction, with koppers bitomastic no. 300 -m, or approved equal. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc70 n 1 1 t L C] f� I � F� t [l t t I t Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800 -m,, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7 -09.4 Measurement Section 7 -09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2 -09.4 or by the ton, in accordance with Section 1 -09. Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the plans. 7 -09.5 Payment Section 7 -09.5 is revised and supplemented as follows: "Furnish and Install Ductile Iron Water Main & Fittings ", per lineal foot. The unit contract price per linear foot for each size and kind of "Furnish and Install Ductile Iron Water Main & Fittings" shall be full pay for the bid item as described in Section 1- 09.14. "Concrete Thrust Blocking and Dead -Man Anchor Blocks ", per cubic yard. The unit contract price per cubic yard for "Concrete Concrete Thrust Blocking and Dead -Man Anchor Blocks " shall be full pay for the bid item as described in Section 1- 09.14. "Connection to Existing Water Mains ", per each. The unit contract price per each for "Connection to Existing Water Mains" shall be full pay for the bid item as described in Section 1- 09.14. "Select Imported Trench Backfill ", per cubic yard or ton. The unit contract price per cubic yard or ton for "Select Imported Trench Backfill" shall be full pay for the bid item as described in Section 1- 09.14. "Removal and Replacement of Unsuitable Foundation Material ", per ton or cubic yard. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Foundation Material" shall be full pay for the bid item as described in Section 1- 09.14. 7 -12 VALVES FOR WATER MAINS 7- 12.3(1) Installation of Valve Marker Post Section 7- 12.3(1) has been revised as follows: H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc71 Where required, a valve marker post shall be furnished and installed with each valve. Valve marker . posts shall be placed at the edge of the right -of -way opposite the valve and be set with 18 inches of the post exposed above grade. The rest of this section is deleted. 7- 12.3(2) Adjust Existing Valve Box to Grade Section 7- 12.3(2) is a new section: Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 05.3(1) of the Renton Standards. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7 -12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in ,a fully operable condition. The valve box shall be set to an elevation tolerance of one -fourth inch (1/4 ") to one -half inch (1/2 ") below finished grade. 7 -12.4 Measurement ' Section 742.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay item in the Contract; if not a separate pay item but required to complete the work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7 -12.5 Payment I Section 7 -12.5 is replaced with the following: "Furnish and Install -Inch Gate Valve Assembly ", per each. The unit contract price per each for "Furnish and Install -Inch Gate Valve Assembly" shall be full pay for the bid item as described in Section 1- 09.14. "Air- Release /Air - Vacuum Valve Assembly," per each. The unit contract price per for air - release /air- vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, baekfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per the City of Renton Standard Details, latest revision. �[ "Adjust Existing Valve Box to Grade (RC)," per each. i The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the Work as defined in the Contract Documents, including all incidental Work. If not included as a separate pay item in the Contract, but required to complete other Work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of Work and no further compensation shall be made. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc72 1 1 7 -14 HYDRANTS t 7- 14.3(1) Setting Hydrants Paragraph four and five of Section 7- 14.3(1) is revised and the section is supplemented as follows: After all installation and testing is complete; the exposed portion of the hydrant shall be painted with two field coats. The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. I - Hydrants shall be installed in accordance with AWWA specifications C600 -93, Sections 3.7 and 3.8.1 and the City of Renton standard details. Hydrant and guard posts shall be painted in accordance with the water standard detail. Upon completion of the project, all fire hydrants shall be painted to The City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43- 655 safety yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6 ", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4 -1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast -iron or ductile iron tee (MJ x FL), 6" gate valve (FL x MJ), 6" DI spool .(PE x PE), 5 -1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside right -of -way). Joint restraint(Shackle Rods) shall be installed in accordance with Section 7- 11.3(15). HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc73 r "Hydrant Assembly ", per each. The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. "Resetting Existing Hydrants ", per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay. for all work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe, connecting the hydrant to the main shall be considered incidental and no additional payment shall be made.. Guard posts, shown on the plans shall be incidental to the contract. "Moving Existing Hydrants ", per each. The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made . Guard posts, shown on the plans shall be incidental to the contract. 7 -15 SERVICE CONECTIONS I 7 -15.3 Construction Details Section 7 -15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe- hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc74 7-14.3(3) Resetting Existing Hydrants Section 7- 14.3(3) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City.(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7- 14.3(4) Moving Existing Hydrants Section 7- 14.3(4) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7 -14.5 Payment Section 7 -14.5 is revised as follows: Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "Hydrant Assembly ", per each. The unit contract price per each for "Hydrant Assembly" shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. "Resetting Existing Hydrants ", per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay. for all work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe, connecting the hydrant to the main shall be considered incidental and no additional payment shall be made.. Guard posts, shown on the plans shall be incidental to the contract. "Moving Existing Hydrants ", per each. The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made . Guard posts, shown on the plans shall be incidental to the contract. 7 -15 SERVICE CONECTIONS I 7 -15.3 Construction Details Section 7 -15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe- hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc74 t -15.5 Payment ment y Section 7 -15.5 is revised as follows: Payment will be made in accordance with Section 1 -04.1, for the following bid item when it is included in the proposal: "Service Connection In. Water Service Connection ", per each. The unit contract.price per each for "Service Connection In. Diam." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe- hogging), tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection of the service connection. 7 -17 SANITARY SEWERS 7 -17.2 Materials Section 7 -17.2 is replaced with the following: Pipe used for sanitary sewers may be: Rigid Thermoplastic Concrete PVC (Polyvinyl Chloride) Ductile Iron All sanitary sewer pipe shall have flexible gasketed joints unless otherwise specified. It is not intended that materials listed are to be considered equal or generally interchangeable for all applications. The Engineer shall determine from the materials listed those suitable for the project, and shall so specify in the specifications or plans. ■ Materials shall meet the requirements of the following sections. Plain Concrete Storm Sewer Pipe 9- 05.7(1) Reinforced Concrete Storm Sewer Pipe 9- 05.7(2) Solid Wall PVC Sanitary Sewer Pipe 9- 05.12(1) Profile Wall PVC Sanitary Sewer Pipe 9- 05.12(2) Ductile Iron Sewer Pipe 9 -05.13 All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 7- 17.3(1) Protection of Existing Sewerage Facilities Section 7- 17.3(1) is supplemented by adding the following: When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris which enter the existing downstream system, shall be removed by the contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, it's outlet shall be plugged until acceptance by the Engineer. 7- 17.3(2)H Television Inspection Section 7- 17.3(2)H is supplemented by adding the following: Once the television inspection has been completed the contractor shall submit To the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The City system accepts 1/2" wide high density VHS Tapes. The tapes will be run at standard speed SP (15/16 I.P.S.). HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc75 7 -17.4 Measurement Section 7 -17.4 is supplemented as follows: Measurement of "Bank Run Gravel for Trench Backfill Sewer" will be determined b'y the cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the Ton on truck tickets. 7 -17.5 Payment Section 7 -17.5 is revised and supplemented as follows: Payment will be made in accordance with Section 1 -04.1, for each of the following bid items that are included in the proposal: "Plain Conc. Sewer Pipe _ In. Diam. ", per linear foot. "Cl. Reinf. Conc. Sewer Pipe _ In. Diam. ", per linear foot. "PVC-Sanitary Sewer Pipe UT Diam. ", per linear foot. "Ductile Iron Sewer Pipe In. Diam. ", per linear foot. The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, bedding material, and adjustment of inverts to manholes for the completion of the installation to the required lines and grades. "Testing Sewer Pipe ", per linear foot. The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7- 17.3(2). If no unit price for "Testing Sewer Pipe" is included it shall be considered incidental to the pipe items. "Removal and Replacement of Unsuitable Material ", per cubic yard. The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall be full pay for all work to remove unsuitable material and replace and compact suitable material as specified in Section 7- 08.3(1)A. "Bank Run Gravel for Trench Backfill Sewer ", per cubic yard, or Ton. The unit contract price per cubic yard, or Ton for "Bank Run Gravel for Trench Backfill Sewer" shall be full pay for all work to furnish, place, and compact material in the trench. "Television Inspection ", per linear foot. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc76 j 1 1 1 1 r -8 =09 RAISED PAVEMENT MARKERS 8 -09.5 Payment Section 8 -09.5 has been revised as follows: Payment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type 1 ", per each. "Raised Pavement Marker Type 2 ", per each. "Raised Pavement Marker Type 3- In. ", per each. "Recessed Pavement Marker ", per each. The unit contract price per each for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2 ", and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker "shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control unless traffic control is listed in the contract as a separate pay item. 8 -13 MONUMENT CASES 8 -13.1 Description Section 8 -13.1 is revised and supplemented as follows: This work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied surveyor. 8 -13.3 Construction Requirements Paragraphs 2 and 3 of Section 8 -13.3 is revised and supplemented as follows: The monument will be furnished and set by the Engineer or by the Contractor supplied surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re- established by the surveyor in accordance with RCW58.09.130. 8 -13.4 Measurement Section 8 -13.4 is supplemented by adding the following: All costs for surveying and resetting existing monuments impacted by construction shall be considered incidental to the contract unless specifically called out to be paid as a bid item. 8 -13.5 Payment-- Section 8 -13.5 is supplemented by adding the following: "Reset Existing Monument" per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc77 8 -14 CEMENT CONCRETE SIDEWALKS 8- 14.3(4) Curing Section 8- 14.3(4) is replaced with: The curing materials and procedures outlined in Section 5- 05.3(13) of the Standard Specifications shall prevail, except that white pigmented curing compound shall not be used on 'sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. be for barricading, the The Contractor shall responsible patrolling, or otherwise protecting newly placed concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8 -14.4 Measurement Section 8 -14.4 is supplemented by adding the following: When the contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement shall include all costs for the complete installation per the plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all other work, materials and equipment required per Section 8 -14 shall be included in the per each price for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as separate pay items. If the contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the plans call for such installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." 8 -14.5 Payment Section 8 -14.5 is supplemented by adding the following: "Curb Ramp, Cement Concrete," per each. Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in ;accordance with the provisions of Section 2 -03. Otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for "Cement Conc. Sidewalk" and the per each contract price for "Curb Ramp, Cement Concrete." 8 -17 IMPACT ATTENUATOR SYSTEMS 8 -17.5 Payment Section 8 -17.5 is supplemented by the following: If no pay item is included for temporary impact attenuators then all costs to provide; and install shall be considered a part of the pay item for "Traffic Control." j HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc78 t u 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8- 20.2(l) Equipment List and Drawings Paragraphs four of Section 8- 20.2(1) are revised and supplemented with the following: The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre- approved plans. 2. Signal standards with or without pre- approved plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. Paragraph five of Section 8- 20.2(1) is deleted. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc79 'I Paragraph six of Section 8- 20.2(1) is deleted. Section 8- 20.2(1) is supplemented as follows: The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and i signal tenon locations for each signal pole to be installed. 8 20L30 MOVED TO SECTION 5 -06 Seetion 8 20.3(2) has been supplemented by adding the following: CITY OF DENT-ON III Amended pri n 2005 by OFdi .. nee 5134- I 8 -22 PAVEMENT MARKING 8 -22.1 Description The following item in Section 8 -22.1 is revised as follows: Crosswalk Stripe � A SOLID WHITE line, 8 inches wide and 10 -feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line (Replacement) A BROKEN YELLOW line 4 inches wide. The broken or "skip" pattern shall be based on a 24 -foot unit consisting of a 9 -foot line and a 15 -foot gap. Skip center strip is used as center line delineation on two -lane or three -lane, two -way highways. Double Yellow Center Line (Replacement) Two SOLID YELLOW lines, each 4 inches wide, separated by a 4 -inch space. Double yellow center I stripe is used as center line delineation on multilane, two -way highways and for channelization. Approach Line (New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements, to separate high occupancy vehicle lanes from general purpose lanes, for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45- degree angle and 10 feet apart. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc79 'I Lane Line (Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken or "skip" pattern shall be based on a 24 -foot unit consisting of a 9 -foot line and a 15 -foot gap. Two Way Left Turn Line (Replacement) A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 -inch space. The broken or "skip" pattern shall be based on a 24 -foot unit consisting of a 9 -foot line and a 15 -foot space. The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line (Replacement) A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Stop Line (Replacement) i A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract plans. 8- 22.3(5) Installation Instructions Section 8- 22.3(5) is revised as follows: ( * * * * * *) A manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure. 8 -22.5 Payment Section 8 -22.5 is supplemented as follows: ( * * * * * *) "Approach Stripe," per linear foot. "Remove Paint Line ....." wide," per linear foot.* "Remove Plastic Line ......" Wide," per linear foot.* I "Remove existing traffic markings, "per lump sum.* *The linear foot contract price for "Remove Paint Line" and "Remove Plastic Line" and the lump sum . contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor, tools, material, and equipment necessary for removal of existing traffic markings as per the r plans, specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the plans or detail sheets shall be considered incidental to other items in the contract and no further compensation shall be made.: 8 -23 TEMPORARY PAVEMENT MARKINGS 8 -23.5 Payment ■ Section 8 -23.5 is supplemented with the following: ( * * * * * *) If no pay item is included in the contract for installation or for removal of temporary pavement markings then all costs associated with these items are considered incidental to other items in the It contract or included under "Traffic Control," if that item is included as a. bid item. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc80 I 8- 24.3(1)F.1 Rockery Backfill The wall backfill shall.consist of 1 -1/2 inch minus crushed rock or gravel conforming to section 9- 03.9(3). This material will be placed to an 8 inch minimum thickness between the entire wall and the cut or fill material. The backfill material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The backfill will be placed after each course of rocks. Any backfill material on the bearing surface of the rock course will be removed before setting the next course. 8- 24.3(1)F.2 Drain Pipe 8-24.3(l) 1 Rock Wall Added SWP -27- Section 8- 24.3(1) is supplemented with the following: Construction Requirements 8- 24.3(1)F (new section) The rock unloading at the site will be done in such a manner as to segregate the rock by the size ranges indicated in the preceding paragraph. The walls shall be started by excavating a trench, not less than 6 inches or more than one foot in depth below subgrade in excavation sections, or not less than 6 inches or more than one foot in depth below the existing ground level in embankment sections. Areas on which the rockery is to be placed shall be t, trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. 8- 24.3(1)H Payment "rock ", Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over 6 inches across in any direction. The rocks shall be placed and keyed together with a minimum of voids. Particular attention shall be given to the placing and keying together of the final course of all rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the longitudinal axis if the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to.the back of the rockery. Each row of rocks will be seated as tightly and evenly as possible on the rock . below in such a manner that there will be no movement between the two. After setting a course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 8- 24.3(1)F.1 Rockery Backfill The wall backfill shall.consist of 1 -1/2 inch minus crushed rock or gravel conforming to section 9- 03.9(3). This material will be placed to an 8 inch minimum thickness between the entire wall and the cut or fill material. The backfill material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The backfill will be placed after each course of rocks. Any backfill material on the bearing surface of the rock course will be removed before setting the next course. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS - NE5th\23 NE5th7City- SpecProv- 2006- DCv03.doc81 8- 24.3(1)F.2 Drain Pipe A 4 inch diameter perforated pvc pipe shall be placed as a footing drain behind the rockeries as shown in the standard plans, and connected to the storm drainage system where shown. 8- 24.3(1)F.3 Rejection Of Material The inspector will have the authority to reject any defective material and to suspend any work that is being improperly done, subject to the final decision of the engineer. All rejected material will be removed from the construction site and any -rejected work shall be repaired or replaced at no additional cost to the Owner. 8- 24.3(1)G Measurement t, Measurement of the finished rock wall for payment will be made from the footing grade to the top of the wall and rounded to the nearest square yard. 8- 24.3(1)H Payment "rock ", Payment will be made under the item retaining wall per square yard. The unit price per square yard shall be full compensation for the rockery/rock retaining wall in place and shall include all work, materials, and equipment required to complete the installation, including drainage pipe and all other items. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Edmonds \1614 SPECS - NE5th\23 NE5th7City- SpecProv- 2006- DCv03.doc81 (January 5, 2004) 9- 03.8(2) HMA Test Requirements Section 9- 03.8(2) is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shall be * ** $$1$$j * ** million. 9- 03.8(7) HMA Tolerances and Adjustments Item 1 is deleted and replaced with: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5- 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate, percent passing 1 ", 3/ ", '' /2 ", and 3/8" sieves U.S. No. 4 sieve U.S. No. 8 sieve U.S. No. 16 sieve U.S. No. 30 sieve U.S. No. 50 sieve U.S. No. 100 sieve U.S. No. 200 sieve Asphalt Binder VMA VFA Va ±6% ±8% ±6% ±8% ±6% ±8% ±4% ±6% ±4% ±6% ±4% ±6% ±3% ±5% ±2.0% ±3.0% ±0.5% ±0.7% 1.5% below minimum value in 9- 03.8(2) min. and max. as listed in 9703.8(2) 2.5% minimum and 5.5% maximum These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. 9 -05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9 -05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9 -05.4 is revised as follows: ( * * * * * *) Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type H. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9- 05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9- 05.7(2) is replaced by the following: ( * * * * * *) Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C -76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall' be Type II in conformance with ASTM C150. No admixture shall be used unless otherwise specified. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NESth- City- SpecProv- 2006- DCv03.doc82 t r t 1 t t r t f t 9- 05.7(2)A Basis for Acceptance (RC) Section 9- 05.7(2)A is supplemented by the following: All pipe shall be subject to (1) a three- edge - bearing strength (D -load) test in accordance with ASTM C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9- 05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9- 05:7(3) is replaced by the following: Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. 9- 05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) Section 9- 05.7(4) is supplemented by the following: Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9 -05.9 Steel Spiral Rib Storm Sewer Pipe (RC) Section 9 -05.9 is replaced with: The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated aluminized or galvanized) p Pp ( g ) corrugated steel and inspected in conformance with Section 9 -05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs, having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9- 05.4(3) and 9-05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch + 1/8 inch wide (measured outside to outside) and a minimum of .4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center (measured normal to the direction of the H:Tile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc83 ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9- 05.12(3) CPEP Sewer Pipe Section 9- 05.12(3) is a new additional section: CPEP - Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, Grade P33 or P34, Class C per ASTM D1248. In addition, the pipe shall comply with all material and stiffness (requirements of AASHTO M294. 9 -5.13 Ductile Iron Storm Pipe Added Project SWP Supplement this section with the following: i Ductile iron pipe for storm sewers shall conform to ANSI /AWWA C151/A21.51 i 91 Standards, except the minimum nominal thickness shall be as follows: A 8" = 0.33" (Class 52) 12" = 0.37" (Class 52) Grade of iron shall be 60- 42 -10. The pipe shall be cement lined and the exterior shall be coated with an asphaltic coating. Each length shall be plainly marked with the manufacturer's identification, year cast, thickness, class of pipe and weight. The pipe shall be furnished with mechanical joint or push -on joint, conforming to ANSI /AWWA C111/A21.11 -85 Standards. The pipe manufacturer shall certify in writing that the inspection and all of the specified tests for both pipe and gaskets being supplied under this Contract have been made, and that the results thereof comply with the requirements of the Standard. Joints shall be "made up" in accordance with the manufacturer's recommendations. Standard joint materials, including rubber ring gaskets, shall be furnished with the pipe. Material shall be suitable for the specified pipe sizes. All fittings shall be short- bodied ductile iron cement - mortar - lined, with a minimum rating of 250 psi working pressure, complying with ANSI /AWWA C110 or C153 Standards. The type of joint shall be "Tyton ", mechanical joints. 9 -05.14 ABS Composite Sewer Pipe Section 9 -05.14 is deleted 9 -05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9 -05.17 is replaced with: Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc84 t For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7 -1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 1 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the comers of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. n For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch + 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the - ,direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9 -05.19 Corrugated Polyethylene Culvert Pipe (CPEP) Added Project SWP -27 9- 05.19(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high- density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9- 05.19(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, Type S. 9- 05.19(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9- 05.19(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer - approved lubricant prior to pushing pipe into fitting. H.\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS- NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc85 1 9 -05.21 High Density Polyethylene Pipe (HDPE) (New Section) Project SWP -27 DRISCOPLEXTm 4000 and DRISCOPLEXTm 4100 High- density Polyethylene Piping 1 General Terms and Conditions l 1.1 Scope - This specification covers requirements for DriscoPlexTm 4000 and DriscoPlexTM 4100 PE 3408 high- density polyethylene piping. All work shall be performed in accordance with these specifications. _ 1.2 Engineered and Approved Plans - Construction shall be performed in accordance with engineered construction plans for the work prepared under the direction of a Professional Engineer. i 1.3 Referenced Standards - Where all or part of a Federal, ASTM, ANSI, AWWA, etc., standard specification is incorporated by reference in these Specifications, the reference standard shall be the latest edition and revision. 1.4 Licenses and Permits - A licensed and bonded Contractor shall perform all pipe construction work. The Contractor shall secure all necessary permits before commencing construction. 1.5 Inspections - All work shall be inspected by an Authorized Representative of the Owner who shall have the authority to halt construction if, in his opinion, these specifications or standard construction practices are not being followed. Whenever any portion of these specifications is violated, the Project Engineer or his Authorized Representative, shall, by written notice, order further construction to cease until all deficiencies are corrected. 2 Polyethylene Pipe and Fittings 2.1 Qualifications of Manufacturers - The Manufacturer shall have manufacturing and quality assurance facilities capable of producing and assuring the quality of the pipe and fittings required by these Specifications. The Manufacturer's production facilities shall be open for inspection by the Owner or his Authorized Representative. The Project Engineer shall approve qualified Manufacturers. 2.3 Materials - Black PE materials used for the manufacture of polyethylene pipe and fittings shall be PE 3408 high density polyethylene meeting ASTM D 3350 cell classification 345464C and shall be Listed in the name of the pipe and fitting Manufacturer in PPI (Plastics Pipe Institute) TR -4 with a standard grade HDB rating of 1600 psi at 73 °F. Color material, when used, shall be the same except for meeting ASTM D 3350 cell classification 345464E. The material shall be listed and approved for potable water in accordance with NSF Standard 61. When requested on the order, the Manufacturer shall certify that the materials used to manufacture pipe and fittings meet these requirements. 2.4 Interchangeability of Pipe and Fittings - The same Qualified and Approved Manufacturer shall produce polyethylene pipe and fittings. Products such as fittings or flange adapters made by sub - contractors or distributors are prohibited. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc86 I 2.9 Polyethylene Fittings & Custom Fabrications - Polyethylene fittings and custom fabrications shall be molded or fabricated by the Approved Pipe Manufacturer. All fittings and custom fabrications shall be pressure rated for the same internal pressure rating as the mating pipe. 2.10 Molded Fittings - Molded fittings shall be manufactured and tested in accordance with ASTM D 3261 and shall be so marked. Molded fittings shall be tested in accordance with AWWA C906. 2.11 Fabricated Fittings - Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stock or molded fittings. Fabricated fittings shall be rated for internal pressure service at least equal to the full service pressure rating of the mating pipe. Fabricated fittings shall be tested in accordance with AWWA C906. 2.12 Polyethylene Flange Adapters - Flange adapters shall be made with sufficient through - bore length to be clamped in a butt fusion - joining machine without the use of a stub -end holder. The sealing surface of the flange adapter shall be machined with a series of small v- shaped grooves (serrations) to promote gasketless sealing, or restrain the gasket against blowout. 2.13 Back -up Rings & Flange Bolts - Flange adapters shall be fitted with back -up rings that are pressure rated equal to or greater than the mating pipe. The back -up ring bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 3 or higher. 2.14 MJ Adapters - MJ Adapters 4" thru 16" may be provided with optional Stainless Steel Stiffener upon request. MJ Adapters 14" and above shall be provided with Heavy Duty Back -up Ring Kits. All MJ Adapters 18" and above must be provided with Stainless Steel �r stiffeners. : 3 Joining 3.1 Heat Fusion Joining - Joints between plain end pipes and fittings shall be made by butt fusion. Joints between the main and saddle branch fittings shall be made using saddle fusion. The butt fusion and saddle fusion procedures used shall be procedures that are recommended by the pipe and fitting Manufacturer. The Contractor shall ensure that persons making heat fusion joints have receive training in the Manufacturer's recommended procedure. The Contractor shall maintain records of trained personnel, and shall certify that training was received not more than 12 months before commencing construction: External and internal beads shall not be removed. 3.2 Joining by Other Means - Polyethylene pipe and fittings may be joined together or to other materials by means of (a) flanged connections (flange adapters and back -up rings), (b) mechanical couplings designed for joining polyethylene pipe or for joining polyethylene pipe to another material, (c) MJ Adapters or (d) electrofusion. When joining by other means, the installation instructions of the joining device manufacturer shall be observed. 1 4 Installation HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc87 4.1 General - When delivered, a receiving inspection shall be performed and any shipping damage shall be reported to the manufacturer within 7 days. Installation shall be in accordance with ASTM D 2774, Manufacturer's recommendations and this specification. All necessary precautions shall be taken to ensure a safe working environment in accordance with all applicable safety codes and standards. 4.2 Excavation - Trench excavations shall conform to the plans and drawings, as authorized in writing by the Project Engineer or his Approved Representative and in accordance with all applicable codes. The Contractor shall remove excess groundwater. Where necessary, trench walls shall be shored or reinforced, and all necessary precautions shall, be taken to ensure a safe working environment.. 4.3 Large Diameter Fabricated Fittings - Not more than one plain -end connection of 16" IPS and larger fabricated directional fittings (elbows, tees, etc.) shall be butt fuse&to the end of a pipe length before placing the assembly into the trench. The remaining fitting connections shall be made in the trench using butt fusion, flange or other connection means in, accordance with 3.2. Flange and other mechanical connections shall be assembled, and tightened in accordance with the connection manufacturer's instructions and 4.4. Handling, lifting, moving or lowering a 16" IPS or larger fabricated fitting that is connected to more than one pipe length is prohibited. The installing contractor at his expense shall correct fitting damage caused by such improper handling. 4.4 Mechanical Joint & Flange Installation - Mechanical joint and flange connections shall be installed in accordance with the Manufacturer's recommended procedure. MJ Adapters and flanges shall be centered and aligned to the mating component before assembling and tightening bolts. In no case shall MJ gland or flange bolts be used to draw the connection into alignment. Bolt threads shall be lubricated, and flat washers should be used under the nuts. Bolts shall be evenly tightened according to the tightening pattern and torque step recommendations of the Manufacturer. At least 1 hour after initial assembly, flange connections shall be re- tightened following the tightening pattern and torque step recommendations of the Manufacturer. The final tightening torque shall be as recommended by the Manufacturer. 4.6 Pipe Handling - When lifting with slings, only wide fabric choker slings capable of safely carrying the load shall be used to lift, move, or lower pipe and fittings. Wire rope and chain are prohibited. Slings shall be of sufficient capacity for the load, and shall be inspected before use. Worn or damaged equipment shall not be used. 4.7 Backfilling - Embedment material soil type and particle size shall be in accordance with ASTM D 2774. Embedment shall be placed and compacted to at least 90% Standard Proctor Density in 6" lifts to at least 6" above the pipe crown. During embedment placement and compaction, care shall be taken to ensure that the haunch areas below the pipe spring - line are completely filled and free of voids. 5 Testing r I H:Tile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Ed monds \1614 SPECS- NE5th\23 NE5th- City- SpecProv_- 2006- DCv03.doc88 t 5.1 Fusion Quality - The Contractor shall ensure that field set -up and operation of the fusion equipment, and the fusion procedure used by the Contractor's fusion operator while on site. Upon request by the Owner, the Contractor shall verify field fusion quality by making and testing a trial fusion. The trial fusion shall be allowed to cool completely; then test straps shall be cut out and bent strap testing in accordance with ASTM D 2657. If the bent strap test of the trial fusion fails at the joint, the field fusions represented by the trial fusion shall be rejected. The Contractor at his expense shall make all necessary corrections to equipment, set -up, operation and fusion procedure, and shall re -make the rejected fusions. H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CTP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc89 9 -08 PAINTS 9 -08.8 Manhole Coating System Products Section 9 -08.8 is a new section and subsections: 9- 08.8(1) Coating Systems Specification A. High Solids Urethane Coating System: Cl Coating Material: High Solids Urethane Surfaces: Concrete Surface In accordance with SSPC Preparation: SP -7 (Sweep or brush off blast) I Application: Shop/Field The drying time between coats shall not exceed 24hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC- Aroshield high solids urethane (2.0 DFT) Finish: Two or more coats of Wasser MC- Aroshield (min. 4.0 DFT) Color: White i I HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th - Ed monds \1614 SPECS- NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc90 i I 9 -14 Hydroseed Bid Item (Added. Section) Project SWP -27- Description Contractor shall Hydroseed all areas disturbed as a result of the construction activities. Seed (addition) Seed mix for hydroseeding shall be as follows: Meadow Seed Mix % % Purity % Weight Germination Redtop or Oregon Bentgrass 40 92 85 Agrostis albs or Agrostis oregonensis Red Fescue 40 98 90 Festuca rubra White Dutch Clover 20 98 90 Trifolium repens Seed shall be applied at the rate of 120 pounds per acre. Fertilizer (addition) A commercial fertilizer shall be furnished. All fertilizer shall be pre -mixed prior to bringing on the job. Fertilizer shall be 10 -20 -20 N -K -P slow release rate. Fertilizer shall be applied at the rate of 90 pounds per acre. Mulch and Amendments (addition) Hydroseeded mulch shall be 100% wood fiber mulch manufactured by the defiberating process, from fir, hemlock, or alder. The mulch shall have a minimum of 77% of the total fiber exceeding 3.5 mm in length, and 60% of fibers 8.5mm or longer. Wood fiber mulch shall be uniform in weight with the unit weight displayed clearly on each package. Fiber shall be dyed green in color to provide visual metering of application. Tackifier shall be incorporated into the wood fiber in the drying process Mulch shall be applied at the rate of approx. 1,000 -1,500 pounds per acre. Soil Binder or Tacking Agent (addition) H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc91 Tackifier shall be primarily composted of guar gum. Tackifier shall be incorporated into the wood fiber in the drying process. Percentage of tackifier shall not be less than 2% or greater than 10 %, with the percentage used clearly labeled on the outside of package. Tackifier rates shall be adjusted by adding wood fiber mulch with tackifier and regular wood fiber mulch to provide tackifier rates equivalent to or greater than specified. Submittals Submit seed vendor's certification for required grass seed mixture, indicating percentage by weight, and percentages of purity, germination, and weed seed for each grass species. A. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Restrict all disturbances or other activities in seeded areas until grass is established. Erect signs and barriers as required. C. Provide watering equipment as required. Installation A. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Restrict all disturbances or other activities in seeded areas until grass is established. Erect signs and barriers as required. C. Provide watering equipment as required. D. Limit preparation to areas which will be immediately seeded. E. Loosen topsoil of areas to be seeded to minimum depth of 4 inches. F. Grade area to be seeded. Remove ridges and fill depressions as required to drain. G Seed immediately after preparation of bed. Spring seeding shall occur between April 1 and June 1 and fall seeding shall occur between August 15 and October 31 or at such other times acceptable to the City. H. Seed_ indicated areas within contract limits and areas adjoining contract limits disturbed as a result of construction operations. I. Perform seeding operations when the soil is dry and when winds do not exceed 5 miles per hour. Warranty Hydroseeding A. Hydroseeded areas will be inspected 1 week after germination to determine if coverage of seeding is acceptable. i B. A uniform stand of grass and wildflowers over 90 percent of seeded area shall be obtained by watering and maintaining until final acceptance. Areas which fail to provide a uniform stand of grass shall be reseeded. Areas reseeded will not be accepted until the coverage required herein is obtained. 9 -23 CONCRETE CURING MATERIALS AND ADMIXTURES 9 -23.9 Fly Ash (RC) Section 9 -23.9 is revised as follows: Fly ash shall not be used around water lines. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc92 i -e 9 -30 WATER DISTRIBUTION MATERIALS 9- 30.1(1) Ductile Iron Pipe (RC) Section 9- 30.1(1) is revised as follows: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements ofAWWA C151. Ductile iron pipe shall have a cement -mortar lining meeting the requirements of AWWA C104.. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9- 30.3(1) Gate Valves (3inches to 12 inches) Section 9- 30.3(1) is replaced with: Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller Company No. A2380, Kennedy, or M &H. Approval of valves other than models specified shall be obtained prior to bid opening. All gate valves less than 12" in diameter shall include an 8" x 24" cast iron gate valve box and extensions, as required. All 12" diameter and larger gate valves shall be installed in a vault. See Water Standard Detail for 12" gate valve assembly vault and 1" bypass installation. Gate valves shall conform to AWWA C500 and shall be iron body, bronze- mounted, double disc with bronze wedging device and O -ring stuffing box. Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C -550 latest revision. Valves shall be provided with two (2) internal O -ring stems; seals. The valves shall be equipped with one (1) anti - friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi- directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M &H Style 3067, Mueller Series 2370, Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8 "x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by -pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9- 30.3(3) Butterfly Valves Section 9- 30.3(3) is supplemented by adding the following: Butterfly valves shall be Dresser 450 or Pratt Groundhog. HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc93 9- 30.3(5) Valve Marker Posts Section 9- 30.3(5) has been deleted and replaced with the following: 1 The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utility marker .375 "x 6-0" or approved equal with blue label "water." 9- 30.3(7) Combination Air Release /Air Vacuum Valves Section 9- 30.3(7) has been supplemented as follows: Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy- Duty," combination air release valve, or equal. Installation shall be per the City.of Renton Standard Detail, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. 9- 30.3(8) Tapping Sleeve and Valve Assembly Section 9- 30.3(8) is revised as follows: "lapping sleeves shall be cast iron, ductile iron, epoxy- coated steel, or other approved material. Section 9- 30.3(9) is a new section: 9- 30.3(9) Blow -Off Assembly Permanent blow -off assembly shall be #78 Kupferle Foundry Co. or approved equal. Installation of blow -off permanent blow -off assembly shall be per City of Renton Water Standard Detail, latest revision. Pipe and fittings shall be galvanized. Blow -off assembly shall be installed at location(s) shown on the plans. Temporary blow -off assembly on new dead -end water main shall be installed at location shown on the plans. Temporary blow -off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. 9 -30.5 Hydrants j Section 9 -30.5 is supplemented by adding the following: Fire hydrants shall be Iowa, Corey Type (opening with the pressure) or approved equal conforming to AWWA C- 502 -85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening against pressure) shall be Clow Medalhon, M &H 929, Mueller Super Centurion 200, conforming to AWWA C- 502 -85. 9- 30.5(1) End Connections (RC) Section 9- 30.5(1) is supplemented by adding the following: Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 9- 30.5(2) Hydrant Dimensions ' Section 9- 30.5(2) is replaced with the following: Fire hydrants shall be Corey type (opening with the pressure) or compression type ,(opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 H:\File Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - NESth\23 NE5th- City- SpecProv- 2006- DCv03.doc94 D it 0 t 0 0 t threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1 -1/4" pentagon operating nut opened by turning counter clockwise (left). The two 2 -1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061 -T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revisions. t t t t t HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - INE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc95 9- 30.6(3)B Polyethylene Pipe Section 9- 30.6(3)B has been modified as follows: Polyethylene pipe shall not be used. 9- 30.6(4) Service Fittings Section 9- 30.6(4) has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. 9- 30.6(5) Meter Setters Section 9- 30.6(5) has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision t t t t t HAFile Sys \SWP - Surface Water Projects \SWP -27 - Surface Water Projects (CIP)\27 -2306 NE 5th- Edmonds \1614 SPECS - INE5th\23 NE5th- City- SpecProv- 2006- DCv03.doc95 C WS® ©T AMENDMENTS I The WSDOT Amendments are incorporated in their Entirety. The First Page is included as a Reference i f t f 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 INTRO.AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2010 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 02.AP1 SECTION 1 -02, BID PROCEDURES AND CONDITIONS January 4, 2010 1 -02.7 Bid Deposit In the first paragraph, the third sentence is revised to read: For projects scheduled for bid opening in Olympia, the proposal bond may be in hard copy or electronic format via Surety2000.com or Insurevision.com and BidX.com. 1 -02.9 Delivery of Proposal In the first paragraph, the first sentence is revised to read: For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and submitted in the envelope provided with it, or electronically via Expedite software and BidX.com at the location and time identified in Section 1- 02.12. The following new paragraph is inserted after the first paragraph: For projects scheduled for bid opening in the Region, each Proposal shall be sealed and submitted in the envelope provided with it, at the location and time identified in Section 1- 02.12. The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. 06.AP1 SECTION 1 -06, CONTROL OF MATERIALS April 5, 2010 1 -06.1 Approval of Materials Prior to Use This section is supplemented with the following new sub - section: 1- 06.1(4) Fabrication Inspection Expense In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, Washington the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: ASSEMBLED AMENDMENTS RENTON SURVEY CONTROL AND MONUMENTS also see 1 City of Renton Special Provisions Section 1 -11 ' Renton Surveying Standards L� I I F L_ 0 TABLE OF CONTENTS CT SECTION I TS_ SERVER / /SYS2\MAPS \83m \control\scn.doc Table of Contents 2. May 2000 SURVEY CONTROL NETWORK DESCRIPTION ::: :::............................ i SURVEYING STANDARDS .... 1 -11 -1 MONUMENT CASE & COVER STANDARD PLAN .......................H031 SECTION II MAPS, DESCRIPTIONS & VALUES Section Index Map ................................................ ............................... Index Section Township Range Page ' 13 14 T23N T23N R4E WM R4E WM ................................... ............................... F2 . . F1 24 T23N R4E WM ..................................... .............................G2 ' 25 T23N R4E WM ..................................... .............................H2 36 T23N R4E WM .................................... ............................... I2 5 T22N R5E WM .................................... ............................... J4 ' 6 T22N R5E WM .................................... ............................... J5 3 T24N Y ,- R5E WM ..................................... .....:.......................D6 4 5 T23N T23N R5E WM R5E WM ..................................... .............................D5 ..................................... .............................D4 7 T23N R5E WM ................................... ............................... E3 ' 8 9 T23N T23N R5E WM R5E WM ................................................ I................. E4 ................................... ............................... E5 10 T23N R5E WM ................................... ............................... E6 ' 11 14 T23N T23N R5E WM R5E WM ................................... ............................... E7 ................................... ............................... F7 15 T23N R5E WM ................................... ............................... F6 ' 16 T23N R5E WM ................................... ............................... F5 17 T23N R5E WM 18 T23N R5E WM ................................... ....... ........................ F3 19 T23N R5E WM ..................................... .............................G3 20 T23N R5E WM ..................................... .............................G4 ' 21 22 T23N T23N R5E WM R5E WM ..................................... .............................G5 ..................................... .............................G6 29 T23N R5E WM ..................................... .............................H4 ' 30 31 T23N T23N R5E WM R5E WM ..................................... ............................:H3 ................. ............................... ................... I3 32 T23N R5E WM .................................... ............................... I4 29 31 T24N T24N R5E WM R5E WM ................................... ............................... B4 . . C3 32 T24N R5E WM. ..................................... .............................C4 TS_ SERVER / /SYS2\MAPS \83m \control\scn.doc Table of Contents 2. May 2000 CITY OF RENTON r �p SURVEY CONTROL NETWORK r The City of Renton Survey Control Network is the result of a three year project by the Technical Services Section of the Planning & Technical Services Division of the Planning/Building/Public Works Department and several private surveying firms working for the city. The purpose of this network is to provide an accessible common datum for all public and private projects within the city. Thus facilitating city wide infrastructure management and analysis and assuring compatibility between the various utility systems and system projects. This project started in 1992 with the formation of a Horizontal and Vertical Control r Network Committee to prepare a plan for the development and maintenance of a Survey Control Network for the City. The committee members were: t Robert Anderson PLS; Bush, Roed & Hitchings, Inc., Carrie Davis; Technical Services Section (Recorder), Abdoul Gafour; Utility Systems Division, Ameta Henninger; Plan Review Section, Development Services Division, ' Jae Lee; Transportation Systems Division, Robert Mac Onie; Technical Services Section (Chairman), Jon Warren PLS; Dodds Engineers, Inc., ' Dennis Wegenast; National Geodetic Survey. The committee developed the standards, specifications and phasing for all ensuing work. , All survey work meets the requirements specified by the Federal Geodetic Control Committee in Standards and Specifications for Geodetic Control Networks dated: September 1984. The project was split into three phases: 1) monument recovery, 2) horizontal , control and 3) vertical control. The monument recovery project was performed by Dodds Engineers, Inc., under the direction of Jon Warren PLS in 1992 and early 1993. This project identified. existing Public Land Survey System corner monuments and other r monuments (NGS, C &GS, King County, City of Bellevue, major intersections and those located near current and proposed capital improvement projects) important to the development of a survey control network. In most cases, street centerline monuments were selected for both horizontal and vertical control due to stability and maintenance considerations. I The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert ' Anderson PLS, using Global Positioning Systems (GPS) technology per the Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning , Techniques dated August 1, 1989. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, l st Class, northing and easting values for 122 monuments in and i TS SERVER / /SYS2\MAPS \83m \control\scn.doc i 1 2 May 2000 I I around the Ci . Four NAD 1983/1991 National Geodetic Survey (NGS) high precision ty geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) ' controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991, North Zone." tThe vertical control phase was performed by Triad Associates, under the direction of Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star *Lev adjustment software. This phase established NAVD 1988, 3rd Order, 1st Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary ' interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement (less than or equal to 5mm) with 5 others. The City, in 1995, will have reference points set for all Survey .Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors ' for completeness and suitability. The ,City of Renton and its urban growth area lie between latitudes 47° 25' North,to the south and 47° 32' 30" North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated . as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area ' identified above. Please note that the relative accuracy for the grid scale factors is approximately 1 in '60,000 at 47° 25' N to the south and 1 in 111,000 at 470 33' N to the north and thus for most survey work will have no impact on surveys covering less than 1.5 miles. TS_ SERVER / /SYS2\MAPS \83m \control\scn.doc ii 2 May 2000 TABLE 1. LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991, North Zone for Renton The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Tabular. Grid Latitude Radius Difference Scale 0.9999761 1000 0.9999522 for 1" of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 31' 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Sea Level Feet Factor Sea Level 1.0000000 500 0.9999761 1000 0.9999522 The worst case relative accuracy for an elevation of 650 feet with an interpolated scale factor of 0.99996893 is approximately 1 in 32,000. When combined with the; worst case grid scale factor of 0.99999195 it yields a combined factor of 0.99995998 for a relative accuracy of approximately 1 in 25,000. It should be noted that Washington state uses the US survey foot and the conversion between feet and meters is 3937/1200 or 3.28083333 feet per meter. An analysis of the differences between NGVD 1929 and NAVD 1988 elevations in and around Renton yields a conversion factor of +1.092 meters going from NGVD 1929 to NAVD 1988. 1 The information in this document has been extensively reviewed but there is always the possibility that some particulars of the monument locations, descriptions or values are either misleading or incorrect. If any such errors are found please contact ',the City of Renton's Mapping Supervisor at430 Z69. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS_ SERVER / /SYS2\MAPS \83m \control\scn_doc iii 1 2 May 2000 NOTES RISER RING DIMENSIONS APPROXIMATE 1. Dimensions may vary according to manufacturer. A 1 1n° 2^ s^ WEIGHTS (SIZE) CASE 60 LBS 2. Base to be placed on a well compacted foundation. 3. Monument case to be installed by contractor. 4. See WSDOT Standard Plan A -10.20 for Monument (brass disc) type to place in 2" O.D. galvanized pipe. CONCRETE BASE.•' •D " D D • ,i D• " I •p . •D • D ' PLAN VIEW ACP Class B, or as approved by the Engineer. 1 1' -6" R. O M •p •D I v c� •. D M CONCRETE BASE) _\ \\�\ SAND UNDISTURBED SOIL — GROUT 2" O.D. GALVANIZED STEEL PIPE - NOTE 4 Z E I N SECTION O INSTALLATION bl1 I 10 1/2" DIAM. 9 1/2" DIAM. M A 8" DIAM. 9" DIAM. SECTION RISER RING COVER 19 LBS TOTAL 79 LBS 44 5/8 R. R. I 13/ � 1" DIAM. M N 1/8" R' I3 1 4" R. 3 7/8" R. 3 3/4" R. SECTION COVER 5 1/4- R. II M. 1 3/4" m I ` 4" R. SECTION CASE ISOMETRIC 16" 1 4" SECTION OF LETTER sti'�Y o STD. PLAN - 113 + n� PUBLIC WORKS MONUMENT CASE •�w6 $ DEPARTMENT AND COVER MAY 2009 �'N'f0 DO XOT� DOSTURO t/8" DIA PUNCH MARK 1 OR R CHISELED "x" 14 ,I (TO BE PLACED AT ACTUAL POINT) o �'. �a9 W-v M0 TOP VIEW BRASS DISC TYPE 2 1. The Brass Disc shall be TYPE 2 will be furnished by thel Contractor. 2. The text in the shaded area (see TOP VIEW) shall be 3/16" high and will be stamped by the Contractor prior to setting the cap. Only the assigned identification letters and numbers approved by the City are to be placed on the Brass Disc. 3. The hole shall be 32" minimum in depth or 6" below the deepest recorded frost line. All loose material shall be removed from the bottom of the hole so that the concrete is placed on firm undisturbed earth. 4. The top of the concrete shall be troweled smooth and the Brass Disc set in the center with top flush and level. The top of the monument may be recessed or protruding, depending on conditions. 5. The Brass Disc shall be rotated so it can be read while tI1e observer is facing north. 6. When the concrete is set, cover the entire monument with moist earth and leave for three days. 7. To replace a Public Land Survey System (PLSS) corner, consult a Licensed Professional Land Surveyor (PLS). i 3 6"R 118" 3/16" 3/32" —j / I i 1/32" r 3164" / / - 118" e" 1/8'. i/8" 1/8" 3116" SECTION OF GROOVE FOR 114" LETTERS A O 3 /4" 1/32" J 7 � 1132" I / / - 118" SECTION OF GROOVE FOR 3116" LETTERS T ` 1/81" O BOTTOM VIEW City of Renton Public Works Department 31 1 SECTION VIEW O SURVEY MONUMENT DISC TYPE 2 STD. PLAN - 113.1 per W DOT STD PLAN A- 10.20 -00 August 2013 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS ' &.` BENCHMARKS INDEX 18 T24N R5E = >: %t� >�24bf�#�5E =: >= _.; __- _ 16 T24 N RS - - - 15 T24N R5E 14 T24N R5E 13 T24N R5E 43m -= A5' 9 A6 A7 A8 23 T24N `- =:3 ?Flt E 19 T24N R5E = > >.,... 5E 21 T24N R5E 22 T24N R5E 23 T24N R5E 24 T24N R5E =: B 7 B 8 26 " "` R4E : 30 T24N __'= - 4 : 28 T24N R5E 7 T24N R5E 26 T24N R5E 25 T24N R5E : s-, �C,6 C7 C8 35 T24N R4 ' -_;':: _ -- _ :15t41m >;:;__.::_f. _ :- . -4$I- :- :::- : ::_:: :_;. 32 T24 RS 5E R5E 35 T24N R5E 36T24 N R5E _� D D8 2 T23N R4E 1 T23N R4E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =h{' 23N SE 4 T23 E 3 R 2 T23N RSE 1 T23N RSE 1 2 s E5 3 7 E8 T 3 R4E 12 T23N E O T23N 5E 8 t.R5 9 T23N E 4 10T N 1 ,R5E 12 T23N R5E A' o-I No e 2,W 5t 5 6 7 F8 14 T23N R E 1 Wg3N R E T23N R5E 16 T2 E it T23N RSE 14 T23N R5E 13 T23N R5E s R— wey 3 , G 4 0 Rata 2 N 4 3 R4E b 1 T23N 5E 20 T23 E 21 T23 22 T23N R5E 23 T23N R5E 24 T23N R5E svmer w a - s Y �u Y H5 6 H7 H8 T2 N R4E 23;r R4E 30 3 5E _ 29 23N R5E Ba2 1 R 5E 26 T23N R5E 25 T23N R5 -:. 12,. I .I -17" f '18 35 T23 E 3g T23N R4E4 3i T2 R5E 32 T23N 5E 33 T23N R 34 T23N 5E 35 T23N _- 36 T23N RSE. -._- - - _ 1 •_ JZ�z 3 J rwrtmt ws J5 a -_- _ J "--:- - -_" - -- :: _ ---------- _____ T22N R4E 1 T22N R4E T22 R5E 5E 4cTQQt4 R5E 3 T2 R5E 2 T22N R5E CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS ' &.` BENCHMARKS INDEX 1847 1'" A." 8th +905 S T23N R5E NE 1/4 i 1 533 JJG 1529 150A. f 410 +1 411tl - r.- + 54 F4 • 17 T23N R5E NE 1/4 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS TECHNICAL SERVICES • ®• PLANNINGBUII.DING/PUBLIC WORKS 0244/00 LEGEND ' 0 Horizontal & Vertical 2222 8 Horizontal Only 3 333 q) Vertical Only 4"° Monument — — — Renton Cityumlits E4 8 T23N R5E SE 1/4 9 T23N R5E NW 1/4 N W z W C FU - 16 MN RUE NW 1/4 LEGEND CITY OF RENTON 1111 ® Horizontal & Verticd SURVEY CONTROL NETWORK i MONUMENTS & BENCHMARKS .2222 ® Horizontd Only TECHNICAL SERVICES WORKS 002/14/00 3333 ® Verticd Only ♦ "-- Monument E5 Renter City Urnits t 11:54 9 T23N R5E SW 1/4 SECTION 8 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 150 Location: Found a standard National Geodetic Survey (NGS) bench mark brass disc, �IGS archive no. SY0151, stamped "T 462 1973 ", set vertically in the northerly y face, approximately 1' westerly of the northeasterly corner of the Boeing Airplane Division building no. 10 -95 (library), at the southwesterly comer of N .,,. -'8th Street & Park Avenue N, approximately 20' westerly of the westerly curb of Park Avenue N, approximately 56' southerly of the centerline of the street which leads west through gate K 21, approximately 13.5' southwesterly of a chain link fence corner and approximately 1' higher than Park Avenue N. Monument: ARCH # SY0151, NGS DISC IN N. FACE OF BOEING BLDG NO 10 -95, STA T462 NORTHING: EASTING: ELEVATION: 9.346 t 398 W 1/4 Corner 9 T23N R5E Location: Found a 3/8" copper plug and a punch mark on a 4'W" concrete post monument down 0.4' in a monument case in the constructed centerlihe of Edmonds Avenue NE in front of house number 801 Monument: i 3/8 IN CU PLUG & PUNCH ON 4 IN X 4 IN CONC MON, IN CASE, DN. 0.4' NORTHING: 56022.410 EASTING: 398113.614 ELEVATION: 86.894 452 Location: Found a tack in lead on concrete street surface in the constructed centerline of N 4th Street, 0.2' north and 6.3' west of expansion joints between Factory Avenue and Houser Way. Monument: LEAD & TK ON CONC ST. SURFACE (MRC -452) NORTHING: EASTING: ELEVATION: 11.036 E4 -2 I ! SECTION 8 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 508 Location: Top of lead & tack down in 4" steel pipe at intersection of North 4th Street and Garden Avenue North northerly of two monumentumnets at intersection. Monument: LEAD & TACK IN 4 IN STEEL PIPE NORTHING: EASTING: ELEVATION: 10.785 612 NW Corner 16 T23N R5E Location: Found a 3/8" copper plug and a punch on a 4 "x4" concrete post monument down 0.45' in a monument case at the constructed centerline of Edmonds Avenue NE approximately 160' south of Ferndale Avenue NE. See City of Renton monument reference card number 612. Monument: 3/8 IN CU PLUG & PUNCH ON 4 IN X 4 IN CONC MON, IN CASE, DN. 0.45' NORTHING: 55213.302 EASTING: 398098.887 ELEVATION: 79.269 1121 Location: Found a bolt head in concrete in an iron pipe down 0.22 feet at the constructed intersection of Wells Ave. N and N 4th St. Monument: BOLT IN CONC IN IRON PIPE NORTHING: 55229.930 EASTING: 396676.392 ELEVATION: E4 -3 SECTION 9 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 398 W 1/4 Corner 9 123N R5E Location: Found a 3/8" copper plug and a punch mark on a 4 "x4" concrete post monument down 0.4' in a monument case in the constructed centerline of Edmonds Avenue NE in front of house number 801 Monument: 3/8 IN CU PLUG & PUNCH ON 4 IN X 4 IN CONC MON, IN CASE, DN. 0.4' NORTHING: 56022.410 EASTING: 398113.614 ELEVATION: 86.894 612 NW Corner 16 T23N R5* 5E Location: Found a 3/8" copper plug and a punch on a 4 "x4" concrete post monument down 0.45' in a monument case at the constructed centerline of Edmonds, Avenue NE approximately 160' south of Ferndale Avenue NE. See City of Renton monument reference card number 612. Monument: 3/8 IN CU PLUG & PUNCH ON 4 IN X 4 IN CONC MON, IN CASE, DN. 0.45' I NORTHING: 55213.302 EASTING: 398098.887 ELEVATION: 79.269 I 721 t Location: Found a copper tack in lead on a 4 "x4" concrete post monument down 0.9' in a monument case in the constructed centerline of NE 7th:Ptge (to the east) 3' east of the constructed centerline of Monroe Avenue NE. Z Monument: LEAD & CU TK ON 4 INX4 IN CONC MON, IN CASE, DN. 0.9' NORTHING: EASTING: ELEVATION: 116.312 SECTION 9 T23N R5E W.M. 28- Apr -00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1894 Location: Found 6" monument case at intersection of NE Sunset Blvd. and Union Ave NE Monument: MON. IN CASE NORTHING: 56890.539 EASTING: 399704.559 ELEVATION: 1933 Location: Top of S.W. t,olt n of f traffic signal base On N.W. quadrant of intersection of uv off Blvd. N:E. and Edmonds Avenue N.E. Monument: SW BOLT TRAF. SIGNAL BASE NORTHING: EASTING: ELEVATION: 86.203 1936 Location: Top of copper tack set in concrete monument at intersection of N.E. 4th Street and Jefferson Avenue N.E. Monument: COPPER TACK SET IN CONC MON NORTHING: EASTING: E5-5 ELEVATION: 99.483 ity of Renton, Washington -O' Planning/Building/Public Works h Floor, 1055 South Grady Way, Renton, WA 98055 * 425- 430 -7200 Monument Ties Sketch ,} Lt1. W i 5'El H641 't •� s T t�S�,f� t fAt L 1 -scribed by Zel o_ l REFERENCE TIES Field Page Date Made Book By 1 I t DESCRIPTION OF INTERSECTION MARK Date -�\ �p Z Corner Type of new mark set �t.tu I I►c�i�� . ��• Section Type of old mark found Township ? u Range Method of locating old mark (A��J� Manner in which reset Description t t 1 t 1 n.....- A.s..'a3 CITY ENGINEER'S OFFICE MUNICIPAL BUILDING* 200 MILL AVENUE SOUTH 1T 5E e_aL C014e— i7 je;'m 4 RENTON, WASHINGTON e RENTON, WASHINGTON 98055 0 235 -2631 75/- MONUMENT TIES SKETCH REFERENCE TIES t'e';o "'. 1 R t� j INS coR= Cp�IC. ��, `Z?,s t Field Book Page Date Made By � I � I � I Described by.... .. .............................. 2 PBPW6 -01 9126195 77 _ zu � I � I � I CITY ENGINEER'S OFFICE MUNICIPAL BUILDING* 200 MILL AVENUE SOOT; MONUMENT TIE; I"'c AQC raE v I 8�'EAS� OF uiP E r COnc' rf •l tj 1 •u�• .f U 7 41 V RENTON, WASHINGTON 0 RENTON, WASHINGTON 98055 0 235 -2631 3 SKETCH 34- 4-0 -33 EDC,IE A�pt� 4YP 1 ' 3q.(� •2 RP J •ter ,Ynctr �VJ i r1w 111.4 - r5 jfT LEAV °"IegA_<s r/tCKoi5 EASr�r s' � c Caret . oJ,a y Described by....-::::::'--; :::. .................. '..,'�......, PBPW6 -01 9;26195 �CAgRn/fF £ j{RGCi/G Gl�9 i` x 2 t 1l ,� Ar �Y font• J OrJys v k4l O^1 4, lQ =errt �l<.tST J s5m N 1 q-4 DESCRIPTION OF INTERSECTION MARK Date ............. E 6 : l Z ... . 00 1 fl C- /''�o rJ Corner ..................................................................................... ............................... .............................. ... ............................... Section ........ 5.1............... Type of new mark set ..................................................... ...............:............... �� ��X 4�t cant. �onJ. y... Cl4S� ✓ j� "3,pA55 "Np ......... Township.... ...-...: Type of old mark found...... . ............................................ ..........................arst. � .......... ............................ f ��to� l r°Ir...A.E:?44Y ..0 .................. /!'S....c�rfFt� /lEa - f :............... Ran ge ............S.S;<............. .................. Method of locating old mark.... . FK R- e :..... ........................................................................................................................................................................................ ....... ........................ Mannerin which reset ..........................................................................................................................:.................'..... ......:........................ Description .......P ............................................................................................................................................................:............................. ............................... . . .. ................................................................................................................................................................................... ............................... ................................................................................................................................................... ............................... I ... ............................... ........................................................................................................................................................:..:..::.......................... ............................... ...................................................................................................:...................................................................................... ............................... 1q r CITY ENGINEER'S OFFICE RENTON, WASHINGTON MUNICIPAL BUILDING 0 200 MILL AVENUE SOUTH * RENTON, WASHINGTON 98055 0 235-2631 MONUMENT TIES S ETCH 1 'b� rqocl kt- k IL -10 � Mom �,k o� t�.lk_ —s fl I �' Described by ..... . 1. .............................. 4 I REFERENCE TIES i Field Book I Page I D#te Made. By PBPW6-01 9/26/95 ti v" I� 1 MONUMENT TIES SKETCH REFERENCE TIES Field Book Page Date Made By pig m,o.c,. 9K.-r- zlkp I . A LJ;7 Described by.............. ........................ I I I I — i PBPW6-01 9/26195 C-- 0A "UNENT TIES SKETCH REFERENCE TLEs FIELD BOOK PAGE DATE MADE •Y r �i k in tSCRIDED ................... — -- YK I i i r CITY ENGINEER'S OFFICE * RENTON, WASHINGTON MUNICIPAL BUILDING* 200 MILL AVENUE SOUTH* RENTON, WASHINGTON 98055 0 235 -2631 MONUMENT TIES SKETCH Sg9 i w . z S FND Tkj LD °� N Z o � In Co..G WAtk o� �:. SgT Tk /LD 0 ° in CO,L, WALK ,Qo T LINE w N 'D 5o Iii! ?5dc! 1 Q 1 rM��vt N � 4z ^.! O�� SEE l`'P>$� /dr9�037 ?Z ?A-F 8 kq Described by ................... .....................!.7....... �.... i PBPW6 -01 9126/95 REFERENCE TIES Field Book I Page Date I Made By DESCRIPTION OF INTERSECTION MARK ll�f Date ► �� Comer ............ ............................ Type of new mark set....... . % ...... i^ ... �!? ^tit. �.:« `f Section.......... 6 ................ � Typeof old mark found ................................................................................ ............................... .... Townshi p.....Z.3. /,�...... ...................................................................................................................................... ............................... `r Range........... ........... { Method of locating old mark ...................................................................................................................................... ............................... f......................................................................:................ ............................... .... ..............................D ............................. ..............................� Mannerin which re set ............. :.................................................................... +.. Se I- ha ............................................. �e� �. A �. `.� .............................................. S Description .... .................... ..:.......................... ............................................... ....................................................................................................................................... wad/ W enn ... - 5cG-.....8...... r^ h 4� .......................Co� ................................. .. .... ...... . ............ ..... :..,5e e- ..... .............................�. .......................................................................................................................................................................:.................. .......................................................................................................................................................................................... .......................................................................................................................................................................................... ............................... ..............................1 ............................... ....................................................................................................................................... .......................................................................................................................................................................................... ............................... ........:t ............................... ......................................................................................................................................................................................... .................................................................................................................................. ............................... ............................... ...;......... .............................:� . I I I i I i I CITY OF RENTON ENGINEERING DEPT MONUMENT TEES: FIELD BOOK, 1 -PAGE u. D/ i fl SKETCH spike Taut -I LU w 1614 lftl 4x v y,: 1` vj ti. y. _ { w De- ibed by u - K -i ----------------------------------------------------- L,Y—E-N-G—IN- EER'S OFFICE • RENTON. WASHINGTON UNICIPAL BUILDING 200 reILL AVENUE SOUTH RENTON• WASHMIGTON 98055 • 235 - TIES SKETCH -MONUMENT t MARK. ` DESCRIPTION OF INTERSECTION 1 E Date ._..: ::_..tr...:. ?_.. ��:'' .................. ... :..... ..... -- •_ - - -- - - - - -_: c fl u a h :'2.: . :: ?' < -- Type of new mark se, �f .:. -_ -- - ...__. s I Sectiun . Type of old mark found . l r' f =� `' ` r = Township ..z-� .._.: L... � id - ................................................ _ _ ...................................................................... Range ... - - Ut J u .5 -� � k �. J 4 `�' `°- Method. locating old mark ...._.___. _s__ :._.__.___._...__ ._ _.._.... _._.. ___. _. of s ______. ........................................... ............ ....''-- •.. •.. •-•-°•--'---•--•--•-••-......------------......._........•••-•.._.._--°-•.. ..._---' °..................•... •-- °----- -• -- -- Manner in .which reset ----- - -- - ..... _ - -Dav flq i _ 4 _ 1 - - -•- =! S.� 5TU / c C i� ---___---•• --••-- -- D - - - - - LT np n BY - ----- ••--- -- --•------- --••-•--- ----------•-......-- •---..................•- MARK. ` DESCRIPTION OF INTERSECTION E Date ._..: ::_..tr...:. ?_.. ��:'' .................. ... :..... ..... -- •_ - - -- - - - - -_: ............ Curncr u a h :'2.: . :: ?' < -- Type of new mark se, �f .:. -_ -- - ...__. s I Sectiun . Type of old mark found . l r' f =� `' ` r = Township ..z-� .._.: L... � - ................................................ _ _ ...................................................................... Range ... - - Jr ....... J u .5 -� � k �. J 4 `�' `°- Method. locating old mark ...._.___. _s__ :._.__.___._...__ ._ _.._.... _._.. ___. _. of s ______. ........................................... ............ ....''-- •.. •.. •-•-°•--'---•--•--•-••-......------------......._........•••-•.._.._--°-•.. ..._---' °..................•... •-- °----- -• -- -- Manner in .which reset ----- - -- - ..... _ - Description._ -_ -- _. '__fir ?-------------------- _____.1r___- ___..................................... . . ___. _.. __?_.. _ 4 _ 1 - - -•- =! C c a ...................... ---___---•• --••-- -- ------•---- ------- ---•-• - - - - - - ----- ••--- -- --•------- --••-•--- ----------•-......-- •---..................•- • --•••. r I Yl tTY ENGINEER'S OFFICE RENTON. WASHINGTON AUNICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055 • 235-2631 "UMENT TIES SKETCH fi T, IN CAS-C REr MON, CARD- X5111- kv ,E JP4, /5' 4 74 ok C 161 1 a Fr 2-11,7 I REFERENCE TIES I FIELD BOOK PAGE, I DATE I MACE my Tee k-18-77 1 ICRI DE D ................... Vl REr AICAl 6+0 #517 AROmI5 I TrY ENGINEER'S OFFICE RENTON, WASHINGTON 2,� 3 4 I` 1NlCIPAL BUILDING 200 MILL AVENUE SOUTH RENTON, WASHfNGTON 98055 • 235 -2631 i f �f k,� MONUMENT TIES SKETCH SCRI DED BY ..... 2 .,J J, J' Y f ......... 2EF h'yoN CAS Do S l fRCt r1�� I CITY ENGINEER'S OFFICE RENTON, WASHINGTON NICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055 • 235 -2631 MONUMENT TIES SKETCH REFERENCE TIES 2 Z3. FIELD BOOK PAGE 2/LV- z-z CN Uj q S' —7 )ESCRI DE D BY . . . . . . . . . . . DESCRIPTION OF INTERSECTION MARK DATE I MADE BY Date ------- Z-1.8 ... ............................... ........................................................................ --------------------- .('orner Type of new mark set, Section -------- 5 .......... L Type of old mark found ...... /.Vo/v --------------------------------------------------------------------- Township ------------------------------------------------------------------------ I ....... ........................................ Prange ------- . . ...... Method of locating old mark .......................................................................................................................................... ......................................... Manner in which reset ---- ........ fa Description . ............. --- — ----------------------- ........ 711 /;�', ------ I ......................... -------------- ------- �-e-c ---------------- ------ ------ ------- S- uof - 1 2114 1.a -q.. ----------- ------- - ----------- --------------------- ----- ----- -------------- ----------------------------- ...................................... ------------------------- I . -2'3 ------------ I ------------ - ------------------------------------------------------------------------------------ ----------- ------------------------------------------------------------------------------------ .... -.- ------ ....... fffN GEL -&SASSOCIATES, P.A. --------------------- I-19-S-MAIN-ST; ------------------------- P. O. BOX 742 ---------------- LWC'f4M-0-1D --- 8MIT --------- ----------- CITY ENGINEER'S OFFICE * FtENTON, WASHINGTON *UNICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON• WASH#NGTON 1 MMUMENT TIES SKETCH 1vV/V p \<1 6 TA-P1 Pc 6 ,f-- r 3 o 7 35,1 -208, 5-� -5--f conc, /-'W, K/A-'!z it Sfass c4p 1A /Vior) C*sr N�l xf --S CRI DE D BY. ................... kEF AA0A1 (WO # 517 AP-C�! I VE. �LS DESCRIPTION OF INTERSECTION MARK Date ...........•... 7-19-- ------ -- 3-q ........................ ... I ..................................................................... _...--- •---- '--- -._... (:orner ---- - A&A Sectio� .......... Type of new mark set -------------- ----- -------------------------- ...................•...•....•........ Type of old mark found..... •....• ...• .....• ...... •....••..••.•.••..••..••......••. Township ..... . ........ . . ............... I Range ............ ................................................ . ........................ .............................................. .... ... Method of locating old mark ... . . . . - -% . . . . . . . . .-- '!r'......- . . . . . . . . . . . . . . G-/'_S . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....••............................ .............. ........... .............................. ...................................... ........................ ............ . .. . . .. .... - - -••• Manner in which reset _.. rja ... Tc-aZ .... ........ . .................................................................................... Description ........ / ilraw"I'c-Ij 1z - 9V .............................................. ---------------------- ............................. ------------- �7 ------------------------- "r , - �;� - , - �- P 124 .............................. /V,z� ;/ , , ................... ................. . ...................... ........................................ Ti- Ion-, �5 /01 rlr� Jrvlo -! .... -------------- ------------ . ...................................................................... ........ ........ .•..... --------- .......... ........................................ .. ............................................. ........................................................... F-f V / I -3c D 1,E Fllz�, "'vwtif vt )o ..................... ............................................. L --- LF ...... ............. L ..................... .................................... .......................................................... .................................................................-•••-----•••--••...---••----• •--------•---•••-------•-•-•-•• �I ..... ...... ..... .................................. . ........... . .... ........ .... ............ .. . . ................ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... ....... ....................................................... .............................................................. ...................... 1 -A SCE TIES DATZ MA my i -18 --341 r- 0,C _ --S CRI DE D BY. ................... kEF AA0A1 (WO # 517 AP-C�! I VE. �LS DESCRIPTION OF INTERSECTION MARK Date ...........•... 7-19-- ------ -- 3-q ........................ ... I ..................................................................... _...--- •---- '--- -._... (:orner ---- - A&A Sectio� .......... Type of new mark set -------------- ----- -------------------------- ...................•...•....•........ Type of old mark found..... •....• ...• .....• ...... •....••..••.•.••..••..••......••. Township ..... . ........ . . ............... I Range ............ ................................................ . ........................ .............................................. .... ... Method of locating old mark ... . . . . - -% . . . . . . . . .-- '!r'......- . . . . . . . . . . . . . . G-/'_S . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....••............................ .............. ........... .............................. ...................................... ........................ ............ . .. . . .. .... - - -••• Manner in which reset _.. rja ... Tc-aZ .... ........ . .................................................................................... Description ........ / ilraw"I'c-Ij 1z - 9V .............................................. ---------------------- ............................. ------------- �7 ------------------------- "r , - �;� - , - �- P 124 .............................. /V,z� ;/ , , ................... ................. . ...................... ........................................ Ti- Ion-, �5 /01 rlr� Jrvlo -! .... -------------- ------------ . ...................................................................... ........ ........ .•..... --------- .......... ........................................ .. ............................................. ........................................................... F-f V / I -3c D 1,E Fllz�, "'vwtif vt )o ..................... ............................................. L --- LF ...... ............. L ..................... .................................... .......................................................... .................................................................-•••-----•••--••...---••----• •--------•---•••-------•-•-•-•• �I ..... ...... ..... .................................. . ........... . .... ........ .... ............ .. . . ................ ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... ....... ....................................................... .............................................................. ...................... 1 CITY ENGINEER'S OFFICE * RENTON, WASHINGTON irNICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON,WAS . HMGT I ON 98055 • 235-2631 NAVY DAT0t-7,,.. MONUMENT TIES, SKETCH 2 F- 0 7,3 SS -1* - -q 2 3?a 7 e le 1--- 2532_ -z 1 ON 00 - AfolJ E 5- 10Z - gD 4j 617 .1 -7 v F- C <) cqx C T-SCRI DED BY.. >_1 < I I ow �2 ................................................... I ---------- ....................... --------- ; ------------------------ ......................................... ................ Manner in which reset ...•..••....•..• ..•• - - - - -- .. . ................ Description ............... Z9 ------ .................. -- ------------------------------- ----------- Z --- 7 — --------------------- ---------- .7 2 1!-14q --- — ------- ......... ------ ----- --------------------- .................. . ................................ ----------- - - --- -------- ---------------- -- --------------------------------------- ----------- ........... ......... --- -z -- ---- ----------------- .•.....•..•.••......•.• .•..••...•...•........•.•..... ----------------------------------- ------------------------------------------------------------------------------------------------- -- ......-. . -..--.-.-.-.-..-..-..-..-..-..-..-..R-.- . .I-..N-..-..-..G-..-. . -.E-..L ... .& ... ' ASSOCIATES - P . A. --- hfAIN ST ------------ P- 0. BOX 742 -------------------------------- ----------------- ----------------------------------------- .............. ............................ -------------------------- DESCRIPTION OF 114TkIRSECTION MARK Date ............. 7--Z�.-2-5r, ................ ----------------------- ........ .......................... ............ ----------------------- Corner Type of new mark set qxL- Section ........ 51— Type of old mark found .... ........................................ I ............................ ...... Township --- �- 2- ... ......................................................................... ................... ...•...•.......••......• ... 11ange ...... Method of locating old mark ... 1&!<./ Z- V- r ................................................... I ---------- ....................... --------- ; ------------------------ ......................................... ................ Manner in which reset ...•..••....•..• ..•• - - - - -- .. . ................ Description ............... Z9 ------ .................. -- ------------------------------- ----------- Z --- 7 — --------------------- ---------- .7 2 1!-14q --- — ------- ......... ------ ----- --------------------- .................. . ................................ ----------- - - --- -------- ---------------- -- --------------------------------------- ----------- ........... ......... --- -z -- ---- ----------------- .•.....•..•.••......•.• .•..••...•...•........•.•..... ----------------------------------- ------------------------------------------------------------------------------------------------- -- ......-. . -..--.-.-.-.-..-..-..-..-..-..-..-..R-.- . .I-..N-..-..-..G-..-. . -.E-..L ... .& ... ' ASSOCIATES - P . A. --- hfAIN ST ------------ P- 0. BOX 742 -------------------------------- ----------------- ----------------------------------------- .............. ............................ -------------------------- � SURVEY MONUMENT � REMOVAL OR DESTRUCTION WAC 332 -120 � Information and Details also see ' City of Renton Special Provisions Section 1 -11 j Renton Surveying Standards i e L C II C Ll s 11 Survey Monuments— Removal or Destruction 332 - 120 -010 Chapter 332 -120 WAC SURVEY MONUMENTS — REMOVAL OR DESTRUCTION WAC 332 -120 -010 Authority. 332 -120 -020 Definitions. 332 -120 -030 Applicability. 332 -120 -040 Monument removal or destruction. 332 -120 -050 Application process. 332 -120 -060 Project completion— Perpetuation of the original position. 332 -120 -070 Application/permitform. 332 - 120 -010 Authority. The department of natural resources, in accordance with RCW 58.24.030 and 58.24.040 (1) and (8), prescribes the fol- lowing regulations concerning the removal or destruction of survey monuments and the perpetuation of survey points. [Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 -120- 010, filed 2/25/94, effective 3/28/94; Order 131, § 332 - 120 -010, filed 3/1/72, effective 4/7172.] 332 - 120 -020 Definitions. The following definitions shall apply to this chapter: Department: The department of natural resources. Engineer: Any person authorized to practice the profession of engineering under the provisions of chapter 18.43 RCW who also has authority to do land boundary surveying pursuant to RCW 36.75.110, 36.86.050, 47.36.010 or 58.09.090. Geodetic control point: Points established to mark horizon- tal or vertical control positions that are part of the National Geo- detic Survey Network. Land boundary survey corner: A point on the boundary of .any easement, right of way, lot, tract, or parcel of real property; a controlling point for a plat; or a point which is a General Land Office or Bureau of Land Management survey corner. Land corner record: The record of corner information form as prescribed by the department of natural resources pursuant to chapter 58.09 RCW. Land surveyor: Any person authorized to practice the pro - fession of land surveying under the provisions of chapter 18.43 RCW. Local control point: Points established to mark horizontal or vertical control positions that are part of a permanent govern- ment control network other than the National Geodetic Survey network. Parcel: A part or portion of real property including but not limited to GLO segregations, easements, rights of way, aliquot parts of sections or tracts. Removal or destruction: The physical disturbance or cov- ering of a monument such that the survey point is no longer vis- ible or readily accessible. Survey monument: The physical structure, along with any references or accessories thereto, used to mark the location of a land boundary survey corner, geodetic control point, or local control point. Survey Recording Act: The law as established and desig- nated in chapter 58.09 RCW. [Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 -120- 020, filed 2/25/94, effective 3/28/94; Order 131, § 332 - 120 -020, filed 3/1/72, effective 4/7/72.1 332 - 120 -030 Applicability. (1) No survey monument shall be removed or destroyed before a permit is obtained as required by this chapter. (2) Any person, corporation, association, department, or subdivision of the state, county or municipality responsible for an activity that may cause a survey monument to be removed or destroyed shall be responsible for ensuring that the original sur- vey point is perpetuated. It shall be the responsibility of the gov- ernmental agency or others performing construction work or other activity (including road or street resurfacing projects) to adequately search the records and the physical area of the pro- posed construction work or other activity for the purpose of lo- cating and referencing any known or existing survey monuments. A government agency, when removing a local control point that i± has established, shall be exempted from the require- ments of this chapter. (3) Survey monuments subject to this chapter are those monuments marking local control points, geodetic control points, and land boundary survey comers.. In regard to local or geodetic control points the department will defer authorization for the removal or destruction of the survey monument to the agency responsible for the establish- ment or maintenance of the control point. Such agency may, at their discretion, exempt the applicant from the remonumenta- tion requirements of this chapter. Such exemption shall be noted by the agency on the application form. [Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 -120- 030, filed 2/25/94, effective 3/28/94; Order 131, § 332 - 120 -030, filed 3/1/72, effective 417/72.] 332 - 120 -040 Monument removal or destruction. (1) All land boundary survey monuments that are re- moved or destroyed shall be replaced or witness monuments shall be set to perpetuate the survey point. (2) A land boundary survey corner shall be referenced to the Washington Coordinate System of 1983, prior to removal or destruction. See WAC 332 - 130 - 070(2), land boundary survey standards.An applicant may request a variance from this refer- encing requirement by so noting in the applicant information section on the permit and providing the justification on the back of the form. The department shall note whether the variance is approved or not approved and shall provide the reason for not approving the request. [Statutory Authority: Chapter 58.24 RCW. 05 -13 -104, § 332 -120 -040, filed 6/ 17/05, effective 7/18/05. Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 - 120 -040, filed 2/25/94, effective 3/28/94; Order 131, § 332- 120-040, filed 3/1/72, effective 4/7/72.] (2006 Revision) [LSRM: Title 332 WAC —page 77] 332 120 -050 Title 332: Natural Resources, Board and Department of ' - 332 - 120 -050 Application process. (1) Whenever a survey monument needs to be removed or ' destroyed the application required by this chapter shall be sub- mitted to the department. It shall be completed, signed and sealed by a land surveyor ' or engineer as defined in this chapter. ' (2) Upon receipt of a properly completed application, the department shall promptly issue a permit authorizing the re- ' moval or destruction of the monument; provided that: ' (a) In extraordinary circumstances, to prevent hardship or delay, a verbal authorization may be granted, pending the pro- cessing and issuance of a written permit. A properly completed ' application shall be submitted by the applicant within fifteen days of the verbal authorization. (b) Applications received by the department concerning lo- , cal or geodetic control points will be referred to the appropriate , agency for action. The applicant will be notified when such ac- tion is taken. 1 (3) One application may be submitted for multiple monu- , ments to be removed or destroyed as part of a single project; however, there shall be separate attachments to the application form detaili..g the required information for each monument re- I ' moved or destroyed. [Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 -120- 050, filed 2/25/94, effective 3/28/94; Order 131, § 332 - 120 -050, filed 311/72, effective 417!72.] 332 - 120 -060 Project completion— Perpetuation of the original position. ' (1) After completion of the activity that caused the removal or destruction of the monument, a land surveyor or engineer shall, unless specifically authorized otherwise: ' (a) Reset a suitable monument at the original survey point or, if that is no longer feasible; (b) Establish permanent witness monuments easily acces- sible from the original monument to perpetuate the position of ' the preexisting monument. (2) Land boundary survey monumentation required by this chapter shall meet the requirements of the RCW 58.09.120 and ' 58.09.130. (3) After completion of the remonumentation, the land sur- veyor or engineer shall complete the report form required by this chapter and forward it to the department. (4) Additionally, after remonumenting any corner original- ly monumented by the GLO or BLM, a land comer record form shall also be filed with the county auditor as required by the Sur- , vey Recording Act. [Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 -120- . 060, filed 2/25/94, effective 3/28/94.1 1 332- 120 -070 Application/permit form. The following form shall be used when making application ' to remove or destroy a survey monument: [Statutory Authority: RCW 58.24.040(8). 94 -06 -034 (Order 617), § 332 -120- 070, filed 2/25/94, effective 3/28/94.] ' i [LSRM: Title 332 WAC —page 781 (2006 Revision) �I F� 7 1 Contact Us I Media Center I Jobs I Site Map I Questions & Answers Privacy Policy I Espanol Law Enforcement I Discover Pass _ • Search Advanced Search HOME RECREATION & PUBLIC BUSINESS & SCIENCE & CONTACT ABOUT INFORMATION PERMITS ENVIRONMENT DNR DNR Forest Leasing.& Land School Funding & Trust Government I Landowners, Industry & Timber Practices Transactions Beneficiaries Contractors Sales Home > Business & Permits > How To > Landowners, Industry & Contractors > How Do I Locate Forms for the Public Land Survey Office? HOW DO 1 LOCATE FORMS FOR THE PUBLIC LAND SURVEY OFFICE? CONTACTS Public Land Survey Office DOWNLOADABLE PLSO FORMS Engineering & General For PDF files download Adobe Acrobat Services Division Washington State Land Corner Record Form Department of Natural (23K PDF) (66K DWG) Resources 360- 902 -1190 Recorded Instruments Requirements Form Fax 360 - 902 -1191 plso @dnr.wa.gov (35K PDF) Affidavit Of Minor Correction (Suggested Form) FILES (7K PDF) WebXtender: FAQ For PLSO's Research Database RELATED LINKS HTML APPLICATION TO REMOVE OR DESTROY A SURVEY MONUMENT • Public Land Survey Office • Application to Remove or Destroy a Survey Monument TIFF format (zip) or Microsoft Overview Word (DOC) or PDF or DWG Send new applications and completed report sections to: John Gasche Public Land Survey Office PO Box 47030 Olympia WA 98504 -7060 New applications will be processed in a timely manner. Be sure to print the application on legal -size paper. A licensed land surveyor applicant is required to stamp, sign and date the application and each additional page. The county engineer or surveyor of the affected . . county is notified by the Public Land Survey Office (PLSO) of the application at the time of approval. If the monument(s) applied for in the application was set by government Le, city, county, state or federal, additional processing time may be necessary to get approval from the appropriate agency. When the stated.action is complete, the report section on the backside of the application needs to be stamped by a licensed land surveyor, signed, dated and returned to the same address indicated above. Please reference the original application number on the report section. It is recommended the applicant retain a copy. The county engineer or surveyor of the affected county will be notified by the PLSO of the report received thus closing the application. If the estimated time of completion is incorrect and an extension is needed, please contact John Gasche at 360 - 902 -1230 or e-mail and request an extension. Be sure to reference the application number. Contact Us I Media Center I Site Map I Jobs I Questions & Answers I Privacy Policy I Spanish I Discover Pass DNR is an equal opportunity employer. @ 2013 WA DNR All rights reserved. fl't� *1 (Form prescribed 2/94 by the Public Land Survey Office, Dept. of Natural Resources, pursuant to RCW 58.24:040 (8).) COMPLETION REPORT FOR MONUMENT REMOVAL OR DESTRUCTION (TO BE COMPLETED AND SENT TO THE DNR AFTER THE WORK IS DONE.) I have perpetuated the position(s) as per the detail shown on the application form. (Place stamp /seal here) SEAUSIGNATURE /DATE SIGNED m I was unable to fulfill the plan as shown on the application form. Below is the detail of what I did do to perpetuate the original position(s). (If the application covered multiple monuments attach sheets providing the required information. Seal, sign and date each sheet.) i It is important that this portion be completed and sent to DNR, Public Land Survey Office (PLSO) once the project is complete and the monument(s) have been perpetuated. (Place stamp /seal here) SEAUSIGNATURE /DATE SIGNED NOTES RISER RING DIMENSIONS 1. Dimensions may vary according to manufacturer. A t 1/2" z" 3" (SIZE) 2. Base to be placed on a'well compacted foundation. 3. Monument case to be installed by contractor. 4. See WSDOT Standard Plan A -10.20 for Monument (brass disc) type to place in 2" O.D. galvanized pipe. CONCRETE BASE o' I D D .D °D CONCRETE BASE) \ \ \� \1 SAND UNDISTURBED SOIL - GROUT 2" O.D. GALVANIZED STEEL PIPE - NOTE 4 D ' ° � D � D ,D D e p . °D D' PLAN VIEW ACP Class B, or as approved by the Engineer. 1' -6" R. r Y O x-10n® PUBLIC WORKS $ DEPARTMENT 0 2 � D 2 Q O i7 I 1 ' CASE 60 LBS ' 19 LBS TOTAL Z 10 1/2" DIAM. N 9 1/2" DIAM. A SECTION O INSTALLATION 8" DIAM. 9" DIAM. SECTION RISER RING MONUMENT CASE AND COVER T 4 APPROXIMATE WEIGHTS CASE 60 LBS COVER 19 LBS TOTAL 79 LBS R. 13/8' DIAM. 1" DIAM. n N H34 7/8 R. SECTION COVER 5 1 4" R. 1/2" 1 " I 13/4" 5 314" R. SECTION CASE -v ISOMETRIC SECTION OF LETTER STD. PLAN - 113 MAY 2009 Duo H04� D� V D Ir Ul R 3/16" .. ........D .................... -F 118" DIAM. PUNCH MARK 1j4. OR CHISELED (TO BE PLACED AT AT ACTUAL POINT) G�t��a�oloa TOP VIEW BRASS DISC TYPE 2 1. The Brass Disc shall be TYPE 2 will be furnished by the Contractor. 2. The text in the shaded area (see TOP VIEW) shall be 3/16" high and will be stamped by the Contractor prior to setting the cap. Only the assigned identification letters and numbers approved by the City are to be placed on the Brass Disc. 3. The hole shall be 32" minimum in depth or 6" below the 'deepest recorded frost line. All loose material shall be removed from the bottom of the hole so that the concrete is placed on firm undisturbed earth. 4. The top of the concrete shall be troweled smooth and the Brass Disc set in the center with top flush and level. The top of the monument may be recessed or protruding, depending on conditions. 5. The Brass Disc shall be rotated so it can be read while the observer is facing north. 6. When the concrete is set, cover the entire monument with moist earth and leave for three days. 7. To replace a Public Land Survey System (PLSS) corner, consult a licensed Professional Land Surveyor (PLS). 5!8" 3" 6"R 1/8" / 3116" 1132 " / 31 2" , 1/8" 1/8" / 1/8" 1 3/16" SECTION OF GROOVE FOR 1/4" LETTERS f- A O 3!4" 1132" 1132" SECTION OF GROOVE FOR 3116" LETTERS O M BOTTOM VIEW City of Renton Public Works Department 31 I SECTION VIEW O SURVEY MONUMENT DISC TYPE 2 STD. PLAN -113.1 per WSDOT STD PLAN A- 10.20 -00 August 2013 (DRAFT)_INSTRUCTTONS FOR ' I estimate that this work will be finished by (date) mm /dd /vvvv. I request.a variance from the requirement to reference to the Washington Coordinate System. (Please provide your justification in the space below.) Check this if you're requesting a variance, otherwise leave blank. Remember, State Plane Coordinates are on grid, not ground. If they are rotated, or scaled to ground, they're not really State Plane Coordinates anymore... The variance request is approved; not approved. (FOR DNR USE ONLY) Reason for not approving ' APPLICATION FOR PERMIT PERMIT NO. required below for each monument affected. You must seal, sign and date-each sheet. TO REMOVE OR DESTROY s authorized o or destroy 1) THE MONUMENT IS LOCATED IN: SEC TWP RGE 1/4 -1/4 Example: SEC XX TXXN RXXE NE of NE, County, the described monument(s): 2) ADDITIONAL IDENTIFIER: (e.g., BLM designation for the comer, street intersection, plat name, block, lot, etc.) A SURVEY MONUMENT If applicable, add the PLSO Corner Code designation, such as G15 for the C1/4 Corner of Section 10 (Corner Record Index Diagram can be found on the PLSO website). AUTHORIZING SIGNATURE /DATE (DNR or Other Authorizing Agency) APPLICANT INFORMATION: NAME: Name of PLS or PE TELEPHONE NO: Office or cell DATE: Today's date ' COMPANY OR AGENCY NAME AND ADDRESS: Name and mailing address of company or agency requesting the Permit ' I estimate that this work will be finished by (date) mm /dd /vvvv. I request.a variance from the requirement to reference to the Washington Coordinate System. (Please provide your justification in the space below.) Check this if you're requesting a variance, otherwise leave blank. Remember, State Plane Coordinates are on grid, not ground. If they are rotated, or scaled to ground, they're not really State Plane Coordinates anymore... The variance request is approved; not approved. (FOR DNR USE ONLY) Reason for not approving ' MULTIPLE MONUMENTS: Check here if this form is being used for more than orie monument. You must attach separate sheets showing the information required below for each monument affected. You must seal, sign and date-each sheet. INDEXING INFORMATION FOR AN INDIVIDUAL MONUMENT: 1) THE MONUMENT IS LOCATED IN: SEC TWP RGE 1/4 -1/4 Example: SEC XX TXXN RXXE NE of NE, County, 2) ADDITIONAL IDENTIFIER: (e.g., BLM designation for the comer, street intersection, plat name, block, lot, etc.) If applicable, add the PLSO Corner Code designation, such as G15 for the C1/4 Corner of Section 10 (Corner Record Index Diagram can be found on the PLSO website). MONUMENT INFORMATION: Describe: 3) the monument/accessories found marking the position, Be thorough in the ' description. 4) the temporary references set to remonument the position (include coordinates when applicable), at a minimum provide coordinate datum, date of adjustment and identify field methodology used to derive coordinates (i.e. NAD 83/2011 epoch 2010.00 using real time WSRN corrections, NAD 83/1991 using RTK methods from county control point #xx etc.) and Three (3) reference points for each monument. Provide the description and either coordinates and /or brg /dist to the RP's from each monument and I 5) the permanent monument(s) to be placed on completion (if a permanent witness monument(s) is set include the references to the original position). Be thorough in the description. II I! l__J A sketch /map can be added in this area, or on attached sheets with the information requested above (3 -5). Please make sure maps are legible and either on letter, legal or 11 "x17" size paper. REMINDER: Even though in some instances a PE is allowed to stamp /sign the permits, the survey work (locating the monuments before construction, replacing the monuments, filing the ROS and /or LCR's) must be done by a PLS and the name and contact info for the PLS must be noted on the Permit. (This does not apply to some County and WSDOT direct project situations.) See RCW 58.09.130, WAC 332- 120 -150 and WAC 332- 120 -060 for reference. (Place stamp /seal here) SEAUSIGNATURE /DATE SIGNED � TRAFFIC CONTROL INFORMATION r J 11 C t �►� CITY OF RENTON DEPARTMENT OF PUBLIC WORKS TRANSPORTATION SYSTEMS — TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PERMIT #: PHONE #: ( ) E —MAIL ADDRESS: MOB. /CEL.: ( ) CONSTRUCTION SUPERINTENDENT: FAX #: ( ) PROJECT NAME: 'PROJECT LOCATION: WORK TIME: WORK DATE: N /E /S/W OF: _ APPROVED BY: APPROVAL DATE: NOTES: 1) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2) CALL 911 (USING A LOCAL PHONE) OR 253 -652 -2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL,METRO TRANSIT CONTROL CENTER AT (206) 684 -2732 AT LEAST TWENTY —FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND /OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY'RIGHT OF WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKETCH T- I have been informed of my responsibilities for traffic control and coNTRncroe agree to comply with all traffic regulations of the City of Renton, oev. SERVICE. INSPI DEV. SERVICE. PLAN SIGNATURE: DATE: PoucE FlRE K-W"—e \raANWCR.ur\"Eruno \,w. \t• AFC op— r— \u,FFC ConNa aw,\1.p1 —+.e.y — NORTH- . 1 GLASBY i/R. mono 1 1 1. 1i 1' 1 1 1 1 1 1 i 1 1 1 1 1 1 I, , representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual 'on Uniform Traffic Control Devices. I shall notify emergency services twenty -four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: ' WORK ADDRESS: WORK PHONE: WASHINGTON STATE DRIVERS LICENSE NUMBER CATraffic OperationslTraffic Control Planitcpforral.doo Il 1 1 t I 91 � I I I USED ROAD ROAD CLOSED CLOSED AHEAD LOCAL TRAFFIC ONLY 48" X 30" 60" X 30" Blk on Silver (refl.) Blk on Silver (refl.) TYP SIGNS & BARRICADES IN ROADWAY CONSTRUCTION AREAS ROAD CLOSED ROAD TO CLOSED THRU TRAFFIC 60" X 30" —r Blk on Silver (refl.) �JLOCAL C ROAD DETOUR ROAD CONSTRUCTION AHEAD CLOSED AHEAD AHEAD III 48" X 48" 48" X 48" Blk on Orange (refl.) Blk on Orange (refl.) 48" X 48" DETOUR Blk on Orange (refl.) FLAGGER AHEAD 48"X 48" Blk on Orange (ref I.) END CONSTRUCTION 60" X 24" Blk on Orange (refl.) III 48" X 48" 48" X 48" Blk on Orange (refl.) Blk on Orange (refl.) 1 48" X 18" Blk on Orange (refl.) � I � I � I � I 48"X 24" 48"X 24" Blk on Orange (refl.) Blk on Orange (refI.) DETOUR 1 48" X 18" Blk on Orange (refl.) � I � I � I � I 48"X 24" 48"X 24" Blk on Orange (refl.) Blk on Orange (refI.) 48"X 18" Blk on Orange (refl.) . LOCAL X X TRAFFIC M.P.H. ONLY 24" X 24" 30" X 36" Blk on Orange (ref I.) Blk on Orange (refl.) ONLY Type 111 Barricade M22,11kyrIs WIN Vertical Panel 18" Traff ic Orange on Silver (refl.) Cone Orange Type III Barricade Orange on Silver (refl.) Type I Barricade Orange on Silver (refl.) ROAD CONSTRUCTION AHEAD 25 M,RH, Portable Delineator Orange DETOUR 48"X 18" Blk on Orange (refl.) . LOCAL X X TRAFFIC M.P.H. ONLY 24" X 24" 30" X 36" Blk on Orange (ref I.) Blk on Orange (refl.) ONLY Type 111 Barricade M22,11kyrIs WIN Vertical Panel 18" Traff ic Orange on Silver (refl.) Cone Orange Type III Barricade Orange on Silver (refl.) Type I Barricade Orange on Silver (refl.) ROAD CONSTRUCTION AHEAD 25 M,RH, Portable Delineator Orange m �earmoa+r vmuv.aw�u .�raenruurvoa�owarrmervnu ranr.c�r ,o,n,a .e1rrrwra.r�r WWO U Z ~ ass�pru Lama urrvcmrunwnr �rruYrwrnu amr m C� al b a� O O W Opp IN G c o = t a3 i Dpw U O S m W Z W V. = ?LL Ox = v s la n g E FE S E m o U p U m w IOU KS w < < }m K� 43 O n tl 0 Z ►` ~Ln x 5 5 Se 3 = 0 SIB S m� �E�g m m v v m g— >> ■ p oc p � z � z Em� > °° 8 aa° c S P m n c —mc cS C1 < . oiyFO� W u i �z 0 w p�� 3H �� v m 0 m • m m a Z m Z a W uj 0 E 'm0 > ,m e �aim m a vmtF <az o r m a w a> ? mcz i pL, M m o z "t Q CL r IL ZS in U u°.m n S S dam H to m Q > w >>w C K K K C 7 z N ri Y ui m .... .N.. m m m � 6 W CL w g LL LL m S g z O O a F � z = w W m O m J U' a w a 1O 1<-O0 O Z W W �gm t m g WIMA MAN Nmswme YNTa :Ae NMVNO } J W �earmoa+r vmuv.aw�u .�raenruurvoa�owarrmervnu ranr.c�r ,o,n,a .e1rrrwra.r�r WWO O Z ~ ass�pru Lama urrvcmrunwnr �rruYrwrnu amr al b a� WM U) LULI W Opp IN G c o = t i Dpw U O m m W Z W V. = ?LL Ox = v s la n g E I °oo``� 5� - z U p U m JLL KS w < < }m K� ° ° �_ O w a 1O 1<-O0 O Z W W �gm t m g WIMA MAN Nmswme YNTa :Ae NMVNO } J W �earmoa+r vmuv.aw�u .�raenruurvoa�owarrmervnu ranr.c�r ,o,n,a .e1rrrwra.r�r � O Z ~ ass�pru Lama urrvcmrunwnr �rruYrwrnu amr �. b WM U) LULI gR 8g WE" Z G c o v MCC m W Z Z m °o LUI �d g E I °oo``� 5� - z °z ° ° �_ �i tl 0 Z ►` ra aw LL� 1a 0a O= O� m ¢¢W ML m 6 w W \ L CS Q O �s3 -2 °c= 4 + d W o w s d U w U O � U O y=1 6 p O > Z W O7 a O U a Z WW U OJ' z F Z< O CDW N U d o � a a IL q O gK E_ 0 ■ m CL m + W q + gig + cc a: O m ' T ge 0 * M M}i3�t M M � $ < m aE �`o�! r=o 5 z W K o €a Y m i wu9 �<a O p 2 W m EBB o m S �o o °o °w o 12 ¢ !mow o mo s S c rA m m E o m = =a� > °� 8 o$ me o� s$ 13 W <a m v Q � s UE mE o 9E ca W@ ea m`Ip. MO d »mm Kjj z w m = m° $o miuJ3• F «G w 0 « ¢ z .z N C7 Y N as IA m j jB LU i- o W$��� LL, ov IL LU � ttpp Z N S O N $ 6 W $ U � S � W LL IL m $ z _ m J J S O z < cffs$S d Rt a = W U > w o �gRti N J O W w _ x S U -.3g ge M M}i3�t M M < m ° 12 z W K Y m i wu9 �<a O p 2 W m O IL W �o o °o °w o 12 ¢ !mow o mo s �>9_ W p0 F c a W <a m v s 9m 9m9 3 3 9�9 3� iw z> z o °-m JaM C Kjj z w m aw = w « ¢ j jB LU i- o W$��� LL, ov IL LU � ttpp Z N S O N $ 6 W $ U � S � W LL IL m $ z _ m J J S O z < cffs$S d Rt a = W U > w o �gRti N J O W w _ x S U Nr MMMIe VN3a *A9 WYNa �- W svny1onmwma�r�ar� O W 10!lIO�iLL z0 ..�.,.,.�r�" ter' Z N O UA CD�l�R BggN'o Oo Z led! c5 : Z o F Z n �- lu a d W2 .: s Q r^� y z� o F @5 O 0 gUy °o "o` o d E Q U doP _ W W pp 00 u F O $ Y J U. z . = 3 0 �; �fi 0 U. z W V z o w ° W W $W� O W w � v z z O z 3 z W X ci a Q ° D C � v � a a JOl X c 0 w � o 0 0 J 2 ° a W O m ° � o � ` 3 e G C o a v m v Cf w O v = p m z ° W W m O n� v w ? � g m O e F v F N U W oz Lu Z n =9 n -.3g ge < y37 fw� z W Y Y m i wu9 �<a o m O Nr MMMIe VN3a *A9 WYNa �- W svny1onmwma�r�ar� O W 10!lIO�iLL z0 ..�.,.,.�r�" ter' Z N O UA CD�l�R BggN'o Oo Z led! c5 : Z o F Z n �- lu a d W2 .: s Q r^� y z� o F @5 O 0 gUy °o "o` o d E Q U doP _ W W pp 00 u F O $ Y J U. z . = 3 0 �; �fi 0 U. z W V z o w ° W W $W� O W w � v z z O z 3 z W X ci a Q ° D C � v � a a JOl X c 0 w � o 0 0 J 2 ° a W O m ° � o � ` 3 e G C o a v m v Cf w O v = p m z ° W W m O n� v w ? � g m O e F v F N U W oz Lu Z n =9 n GEOTECHNICAL REPORT I ri k'% KLEINFELDER REPORT OF GEOTECBMCAL INVESTIGATION NE 5`h STREET AND EDMONDS AVENUE NE STORiIM SYSTEM IMPROVEMENT PROJECT RENTON, WASHINGTON Kleinfelder, Inc. 3380 146th Place SE, Suite 110 Bellevue, Washington 98007 (425) 562 -4200 (425) 562 -4201 (fax) October 13, 1997 KLEINFELDER An emplo},ee o,vned conipany October 9, 1997 Kleinfelder File No.: 60- 1674 -01 City of Renton Planning/ Building/ Public Works Department 200 Mill Avenue South, Surface Water Utility Renton, Washington 98055 Attention: Mr. Ronald J. Straka, PE Utility Engineering Supervisor SUBJECT: Report of Geotechnical Investigation NE 5th Street and Edmonds Avenue NE Storm System Improvement Project Renton, Washington Dear Ron: The attached report presents the results of our geotechnical investigation for the NE 5th Street and Edmonds Avenue NE storm system improvement project planned by the City of Renton. This investigation was performed in accordance with Consultant Contract Agreement CAG -97 -107 dated June 19, 1997. We appreciate the opportunity to provide geotechnical services to the City of Renton on this project. Please contact us if you have any questions regarding this report or if we can provide assistance with other aspects of the project. Sincerely, KLEINFELDER, INC. Robert M. McIntosh, PE Project Geotechnical Engineer 7BThompson, PE Principal Geotechnical Engineer 194 Note: The material contained in this report was prepared under the direct supervision of the undersigned, whose seal as a registered professional engineer licensed to practice in the State of Washington is affixed to this page. Enclosures: Report (2 copies) \Ucli sea\vol I \library\ 1997\wpdraft\60I7r095.doc Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. KLEINFELDEP. 3380 146th Place SE, Suite 110, Bellevue, WA 913007 -6472 (206) 562 -4200 (206) 562 -4201 fax k'% KLEINFELDER TABLE OF CONTENTS Page 1.0 INTRODUCTION AND SCOPE .......................................................... ..............................1 1.1 Project Description ............................................................................ ............................... 1 1.2 Purpose and Scope ............................................................................ ............................... 1 2.0 FIELD EXPLORATIONS ................................................................... .......................:....... 2 3.0 LABORATORY TESTING .................................................................. ..............................2 4.0 DISCUSSION ........................................................................................ ..............................3 4.1 Geologic Hazards ............................................................................... ............................... 3 4.2 Site Conditions .......................................:........................................... ..............................4 4.3 Subsurface Conditions ......... .............................................................. :.............................. 4 5.0 CONCLUSIONS .............................................. «.<.<<.<<<.«<.<<<.<..<........ .................................... 4 6.0 RECOMMENDATIONS ..................................................................... ............................... 5 6.1 Construction Considerations ..........................................................:.... ..............................5 6. 1.1 Dewatering ................................................................................ ............................... 5 6.1.2 Excavations ................................................................................. ..............................6 6. 1.3 Open -Cut Slopes ......................................................................... ..............................6 6.1.4 Temporary Excavation Support ................................................... ...:..........................6 6.1.5 Backfill ....................................................................................... ...........:..................7 6.2 Design Considerations ....................................................................... ............................... 8 6.2.1 Pipe and Manhole Support ......................................................... ............................... 8 6.2.2 Hydrostatic Uplift ........................................................................ ..............................9 6.2.3 Pavement Sections ..................................................................... ..............................9 7.0 ADDITIONAL SERVICES ................................................................. ............................... 9 7.1 Supplemental Geotechnical Investigation ........................................... ............................... 9 7.2 Project Bid Documents ...................................................................... ............................... 9 7.3 Construction Observation and Testing .............................................. ............................... 10 8.0 LIMITATIONS .................................................................................... .............................10 APPENDICES A Plates B Application for Authorization to Use \\kli sea \volI \library\1997\wpdraft \6017r095.doe Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. h4 KLEINFELDER REPORT OF GEOTECHNICAL INVESTIGATION ' NE 5TH STREET AND EDMONDS AVENUE NE j STORM SYSTEM IMPROVEMENT PROJECT RENTON, WASHINGTON 1.0 INTRODUCTION AND SCOPE 1.1 Project Description This report presents the results of our geotechnical investigation for the NE 5th Street and Edmonds Avenue NE storm system improvements planned by the City of Renton. The general location of the site is shown on the Site Vicinity Map, Plate 1. The project consists of improving the existing storm system in the following city streets: Northeast 5th Street between Edmonds Avenue Northeast and Harrington Avenue Northeast; Edmonds Avenue Northeast between Northeast 5th Street and Camas Avenue Northeast; Camas Avenue Northeast between Edmonds Avenue Northeast and Northeast 6th Street; Northeast 6th Street between Camas Avenue Northeast and Aberdeen Avenue Northeast; and Aberdeen Avenue Northeast between Northeast 6th Street and Northeast 7th Street (the northern terminus of the project). The southern terminus of the project will be at the intersection of Northeast 5th Street and Harrington Avenue Northeast. Conventional pipeline trench construction is planned for the storm system improvements. The ' depth of the trench is expected to range from about 5 to 15 feet below existing grades. New manholes will be installed as part of the storm system improvements. 1.2 Purpose and Scope ' The purpose of this study is to explore the subsurface soil and groundwater conditions along the alignment of the proposed storm system improvement project, and to develop geotechnical recommendations and criteria for project planning and design. Our specific scope of services ' includes an evaluation of the following: • Geologic setting, seismicity and geologic hazards; • Soil and ground water conditions along the alignment, with emphasis on how these conditions are expected to affect the proposed construction; • Recommendations for earthwork during construction including site preparation recommendations, a discussion of the re -use of excavated soils as structural fill, and a discussion of the effects of wet weather on construction activities, • Recommendations for subgrade support of new stormsewer pipe and manhole structures; • Design parameters for manhole structures to resist_ the effects of hydrostatic uplift pressures, where appropriate; i i ' \Udi sea\ volI\library \I997\wpdraR\6017r095.doc Page 1 of 11 Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. ' ik4 KLEINFELDER • Recommendations 'for cut slopes in trenches and temporary shoring P P rY n g requirements; • Potential effects of new construction on existing facilities, • Recommendations for temporary construction dewatering including ' conceptual dewatering techniques, where appropriate; • Recommendations for trench cutoffs to control the flow of groundwater in trench 'backfill and pipe bedding; • Recommendations for pavement sections which will . be used for . reconstruction of the disturbed portions of the roadway. 2.0 FIELD EXPLORATIONS Subsurface conditions along the project alignment were explored by drilling 6 test borings at the locations shown on Plate 2. The exploration locations were located in the field by measuring from existing site features. The subsurface explorations were monitored by a geologist from our. firm who maintained detailed logs of the explorations and obtained representative samples of the soils encountered for further examination in our laboratory. The soils encountered were visually classified in general accordance with the Unified Soil Classification System as described in Plate 3. A key to the boring log symbols is presented in Plate 4. Representative samples of the soils encountered were obtained from the borings using an SPT (Standard Penetration Test) sampler. The SPT sampler obtains disturbed samples and was driven into the soil using a 140 -pound hammer free - falling 30 ' inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, are recorded on the boring logs. Piezometers were installed in the borings to permit future monitoring of groundwater levels. The logs of the test borings are presented on Plates 5 ' through 10. 3.0 LABORATORY TESTING All soil samples were brought to our laboratory for further examination. Moisture content tests were performed on selected samples in conjunction with the other laboratory tests. The results of moisture content tests are presented in the boring logs. Sieve analyses were completed on 4 selected soil samples, the results of which are presented in Plates 11 through 14. The results of another sieve test completed on a composite sample are presented in Plate 15. The composite sample was created by combining several samples of granular soils that will be excavated during construction and possibly re -used for structural fill. A summary of the sieve test results is presented in Table 1. A compaction test was completed in accordance with ASTM D -1557 using the composite soil sample. The compaction test results are presented in Plate 16. Akfi sea \volIUibrary\ 1997\wpdraft\6017r095.doc Page 2 of 1 I Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. k'q KLEINFELDER I TABLE 1 - SUMMARY OF SIEVE ANALYSES Sample Depth (feet) Percent Gravel Percent Coarse Sand Percent Fine to Medium Sand Percent Silt and C lay USCS Classification. B -1, S -1 3 31.0 6.1 57.5 4.5 SP B -2, S -1 3 5.4 4.4 87.3 2.9 SP B =3, S -2 8 0.8 3.7 91.9 4.4 SP B -5, S -1 3 18.9 4.4 47.5 29.2 SM COMPOSITE NA 18.9 5.1 57.5 18.5 SM 4.0 DISCUSSION 4.1 Geologic Hazards Slope Stability and Landslide Hazards Slopes which are steeper than 40 percent are typically considered to be potential slope stability and landslide hazard areas. We did not observe any slopes which are steeper than 40 percent along the project alignment. Therefore, it is our opinion that slope stability and landslide hazards are not a concern for the existing site slopes under both static and seismic conditions. The stability of temporary excavation slopes are discussed below under Construction Considerations. 0 C I�! Seismic Hazards ' Seismic hazards relate to risks of injury to people and damage to property resulting from earthquakes. Seismic hazards include surface fault rupture, ground shaking, associated landslides, and liquefaction. ' The Puget Sound area is a seismically active region which has experienced numerous earthquakes in historical time. On the basis of past earthquake activity, the Uniform Building Code assigns the Puget Sound region a Zone-3 rating for seisrriic-activity on -a scale of -1 (lowest) -to 4 (highest). Given the thickness of glacial and post - glacial soil deposits in the region, surface fault ruptures are ' very rare. No known surface fault ruptures are present in the site vicinity. As described in the previous section, it is our opinion that landslide hazards are not a significant concern for the existing site slopes. Liquefaction is the phenomenon wherein soil strength is dramatically reduced when subjected to , vibration or shaking. Liquefaction generally occurs in saturated, loose sand deposits. The results of our test borings indicate that liquefaction is not a significant concern the storm system ' alignment. \Udi sea\ voll\ Iibrary\1997\wpdraft \6017r095.doc Page 3 of 11 Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. k'q KLEINFELDER 4.2 Site Conditions The existing storm system is located in residential streets which are surfaced with asphalt concrete pavement. There is an elevation difference of approximately 75 feet between the southeast and northern ends of the alignment. A number of existing buried utilities are present in the vicinity of the proposed storm system improvements. 4.3 Subsurface Conditions The following paragraphs summarize the results of our subsurface explorations. The logs of the test borings .should be reviewed for a more detailed description of the subsurface conditions encountered at the locations explored. All of the test borings were drilled in existing pavement areas. The asphalt concrete pavement encountered in the borings, with the exception of Boring B -5, was observed to be approximately 3 inches thick. At Boring B -5, the asphalt concrete was measured to be approximately 12 inches thick, with a 1 inch thick layer of crushed rock in the middle of the pavement section. Except for Boring B -4, approximately 1 -1/2 to 5 feet of very loose to medium dense sand, silty sand and sandy gravel fill was encountered in the test borings. Below the fill, and beneath the asphalt concrete in Boring B -4, the test borings encountered native soil deposits consisting of medium dense to very dense sand and gravel with varying silt content and very stiff to hard silt and sandy silt. These native soils contain varying amounts of cobbles. The depth to groundwater was measured in the borings during drilling and on September 3, 1997. The depth to groundwater was measured to range from 5.2 to 24.5 feet in the borings on September 3, 1997. No groundwater was measured in Boring B -1 on that date. It is important to note. that site groundwater levels may vary significantly with seasonal variations in rainfall duration and intensity. It should be expected that these groundwater levels may be slightly higher than those measured in this investigation, particularly during the late winter and early spring months. 5.0 CONCLUSIONS Based on our geologic reconnaissance, field explorations and analyses, we conclude that the proposed improvements to the existing storm system can be completed using conventional cut and cover construction methods. At some locations, the space available for trenching operations may be limited. Ground loss should be avoided in order to protect the existing roadway, structures and utilities, and to protect personnel. The existing roadway, along with structures and utilities which are located in close proximity to the storm sewer alignment, may present space limitations for deep open -cut excavations. Consequently, we expect that the storm system trench will require temporary support in areas of deeper cuts, high ground water levels, and where it will be close to other structures and utilities. M sea\ vollUibrary \1997\wpdraft\6017r095.doc Page 4 of 11 Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. k`i KLEINFELDER In our opinion, the subsurface soils encountered during our field exploration program will provide adequate support for properly bedded pipe. However, where soft and loose subgrade soils are encountered, additional excavation will be needed to provide suitable support for the pipe and manhole structures. Some of the on -site soils contain a substantial amount of silt and will be susceptible to disturbance if they become wet. Care should be taken to avoid disturbing these soils where they support pipes or other related structures (e.g., manholes).' Removal and replacement of the upper portions of subgrade soils might be necessary should they become disturbed. Excavation dewatering will likely be necessary along portions of the storm sewer alignment. We anticipate that some combination of pumping from sumps in the trenches, wells or wellpoints will be used to control groundwater seepage during construction. !Manholes constructed in areas of high groundwater levels should be designed to resist. uplift pressures due to groundwater. Specific recommendations for. project design and construction including mitigation of potential problems described above are presented in Section 6.0. y 6.0 RECOMMENDATIONS 6.1 Construction Considerations 6.1.1 Delvatering We understand that the stormwater pipe will likely be installed to a depth of 5 to 15 feet below existing grades. Groundwater levels were observed to be within 15 feet of existing grades during and /or after drilling in all of our explorations except for Boring B -3. Groundwater levels were observed to be about 5 to 8 feet below the existing grades at Borings B -4 and B -5 on September 3, 1997. As mentioned previously, the groundwater levels at the site may experience seasonal variations. It should be expected that groundwater levels may be higher than those measured in this investigation, particularly during the winter and early spring months. Because of the proximity of groundwater to the expected pipe invert elevations, we recommend that the contract documents include a provision which states that the contractor shall dewater all excavations in a manner which will maintain the groundwater level at a minimum depth of 2 feet below the bottom of the excavation while work is being performed in the bottom of the excavation. i Possible dewatering measures include the use of ditches and sumps within the !excavation, well points and/or wells. In our opinion, the contractor should be responsible for designing and installing the appropriate dewatering system needed to complete the work. !This dewatering system should include provisions for disposal of the collected water. We recommend that the contractor be required to submit the proposed dewatering plan to the engineer for review prior to start "of construction. 1Vdi_ sea \voll \library\ 199Twpdraft\60I7r.095.doc Page 5 of 11 Date Printed: 10/10/97 copyright 1997 Kleinfelder, Inc. k`■ KLEINFELDER 6.1.2 Excavations All excavations and other construction activities should be completed in accordance with applicable city, state and federal safety standards. We anticipate that all on -site soils can be . excavated using conventional earth moving equipment. Cobbles were observed in some, of our test borings. Boulders are often found in these soils as well. The contractor should be prepared to deal with these conditions. ' 6.1.3 Open -Cut Slopes We anticipate that some of the excavations will made as open cuts. The stability of open -cut I' 1 LJ J slopes is a function of soil type, groundwater levels, slope inclination and nearby surface loads. The use of inadequately designed open -cuts could impact the stability of adjacent roadways, nearby structures and existing utilities, and endanger personnel. In our opinion, the contractor will be in the best position to observe subsurface conditions continuously throughout the construction process and to respond to variable soil and groundwater conditions. We therefore believe that the contractor should have the primary responsibility for deciding whether or not to use an open -cut slope rather than some form of temporary excavation support. For preliminary planning purposes only, we expect that temporary cut slopes of 1/2 :1 to 1:1 (horizontal to vertical) may be used for excavations up to 4 feet deep. Cut slopes of 1:1 to 2:1 will likely be required for deeper, unshored, excavations. The above guidelines assume that surface loads, such as equipment loads and storage loads, will be kept a sufficient distance away from the top of the cut so that the stability of the excavation is not affected. The guidelines also assume that the excavations will be dewatered in such a way that significant seepage is not present on the slope face. Flatter slopes and /or excavation support will be necessary for those portions of the excavations which are subjected to significant seepage in order to maintain the stability of the cut. It should be expected that the excavation face will experience some sloughing and raveling. Berms should be installed around the perimeter of the excavation to intercept surface runoff and reduce the potential for sloughing and erosion of the cut slope. 6.1.4 Temporary Excavation Support We recommend that a trench shoring system be used where excavations will be located in close proximity to roadways, utilities or structures where these excavations might result in ground loss and damage to these facilities. A trench box is one type of support system which might be used. The zone behind the trench box and the excavation face should be backfilled as necessary to'limit ground movement. Alternatively, braced or unbraced shoring of various types' could be considered. ' \\Icli_ sea\ voll Uibrary \1997\wpdraft \6017ra95.doc Page 6 of 1 i Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. k`i KLEINFELDER The lateral soil pressures acting on a temporary excavation support system will depend on the , ground surface configuration adjacent to the trench, and the amount of lateral movement which can occur as the excavation is made. For support systems that are free to yield at the top at least ' one - thousandth of the height of the excavation, soil pressures will be less than if movement is limited by such factors as wall stiffness or bracing. We recommend that yielding systems be designed using an equivalent fluid density of 35 pounds per cubic foot (pcf) for horizontal ground surfaces. This is based on a water level at or below the bottom of the excavation. For nonyielding systems, we recommend that the shoring be designed , for a uniform lateral pressure of 25H in pounds per square foot (psf), where H is the depth of the planned excavation in feet below a level ground surface. i The above recommended lateral soil pressures do not include the effects of surcharges (e.g., equipment loads, storage loads, traffic loads, or other surface loading). Surcharge effects should be considered as appropriate. Existing structures may be sensitive to vibrations. If shoring is driven or vibrated as part of this project, the effect on nearby facilities should be adequately evaluated. We recommend that the contractor submit their shoring plan to the engineer for review prior to the start of i construction. 6.1. S Backfill v We recommend that materials and procedures used for bedding and backfill of the proposed storm sewer improvements be in accordance with . applicable provisions of the City of Renton specifications. Backfill material should be placed in 6 -inch lifts and mechanically compacted to a firm, nonyielding condition. Within pavement areas, trench backfill in the upper 12 feet below the finished subgrade surface should be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D -1557. Other backfill material placed within pavement areas should be compacted to at least 90 percent of ASTM D- 1.557. 1 We recommend that trench cutoffs be installed, where appropriate, to control the flow of groundwater in trench backfill and pipe bedding. The trench cutoffs should extend from the base ' of the trench to at least 12 inches above the top of the pipe. We recommend that the cutoffs consist of compacted impervious soil or concrete. The cutoffs should be at least 3 feet in length. Most of the soils encountered in the borings consist of sand or gravel with a fines' content (percent , of soil by dry weight that passes through the U.S. Standard No.200 sieve) ranging from about 3 to 20 percent. These soils are shown on the boring logs as having USCS soil classification i Symbols of SP, SP -SM, GP and GP -GM. We anticipate that the in -situ moisture contents of these soils are generally at or near optimum where they are located above the groundwater table. These soils should be suitable for use as backfill provided that moisture contents are not allowed ' to increase during construction. Some of this material would be difficult, or impossible, to use as trench backfill during wet weather due to a high fines content. ' \\ldi sea \volI\ library\1997,,Apdraf \G017r095.doe Page 7 of l 1 Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. I k� KLEINFELDER Deposits of fine-grained silt and silty sand ( USCS Group Symbols ML and SM , respectively) Y) were encountered in some of the borings. These materials will be unsuitable for use as backfill ' due to a high fines content. Sands and gravels excavated from below the ground water table will also not be suitable for use as backfill due to moisture contents being wetter than the optimum moisture contents for compaction. These unsuitable materials should be segregated from the other excavated soils and replaced with imported backfill. An allowance for the use of imported backfill should be included in the project budget. ' For placement . during periods of wet weather, imported backfill. material should consist of sand and gravel containing less than 5 percent fines (material passing US Standard No. 200 sieve) by weight of the fraction of the soil passing the 3/4 -inch sieve. A fines content of up to 10 to 12 percent will be acceptable for the imported fill for placement during periods of dry weather. We recommend that the placement and compaction of trench backfill be observed by a representative of our firm. An adequate number of in -place density tests should be performed in the backfill as it is being placed to determine if the specified compaction is being achieved. 1 6.2 Design Considerations 6.2.1 Pipe and Man hole Support We anticipate that the storm system improvements will be constructed using conventional pipe trenching techniques. We anticipate that the subgrade soils at pipe and manhole inverts will generally be suitable for support of -these facilities. However the subgrade soils may be susceptible to disturbance as a result of construction activities. To address this concern, we recommend that a zone of select material be placed on the base of the excavations for manholes, and other critical structures, to provide a stable "working pad" for these structures. Further, we recommend that all slough and disturbed subgrade soils be removed from the base of the manhole excavations before placing the "working pad" and that the manhole excavations be made with a smooth - bucket backhoe (e.g., without teeth) to facilitate the removal Of slough. We recommend that the "working pad" material consist of 3- to 6 -inch sized quarry spalls or recycled concrete, or an equivalent material approved by the engineer. We recommend that the "working pad" have a minimum thickness of 18 inches beneath manhole structures. The ' working pad material should be densely compacted into the subgrade soils with the backhoe bucket or compactor during placement. �I All slough and disturbed subgrade soils should be removed from the base of the pipe trench before placing the pipe bedding material. The post - construction settlement of pipeline segments or manholes constructed using conventional trenching techniques is not expected to exceed 1/2 inch, provided that the subgrade is prepared as described above. Ndi_ sea \volI\ library \199Twpdra11\6017r095.doc Page R of I 1 Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. k'q KLEINFELDER f 6.2.2 Hydrostatic uplift Some of the manholes will be subject to hydrostatic uplift due to a relatively shallow groundwater table. Please refer to the logs of the borings for information on site groundwater levels. Resistance to uplift can be developed by the dead weight of the structure and fi iction along the sides of structure. Friction resistance can be computed using a coefficient of friction of 0.35 applied to the lateral soil pressures. This coefficient of friction value includes a factor of safety of about 1.5. We recommend that lateral soil pressures for uplift resistance be computed using an equivalent fluid density of 55 pcf below the groundwater table, .and 30 pcf below the groundwater table. 6.2.3 Pavement Sections We anticipate that it will be most cost effective to restore the pavement in construction areas by repairing the disturbed areas rather than by repaving the entire street. We recommend that the subgrade in areas to be paved be probed or proofrolled with heavy rubber -tired construction equipment prior to paving. Any unsuitable areas should be recompacted, if practical, or removed and replaced with structural fill. We recommend that the probing or proofrolling of subgrade areas be observed by a representative of our firm to identify areas needing remedial work and to assess the adequacy of subgrade conditions. Provided that trench backfill and pavement subgrade areas have been prepared as recornmended, we recommend that pavement sections be designed using a CBR value of 15. We can review the pavement designs prepared by the City of Renton, if desired. 7.0 ADDITIONAL SERVICES 7.1 Supplemental Geotechnical Investigation Some of the design details for the project were not available at the time of preparation of this report. We strongly recommend that our firm be given the opportunity to review the geotechnical aspects of the project plans and specifications as the design. is being developed to confirm the applicability of our recommendations, or to make the appropriate modifications. It is possible that this review might indicate the need for supplemental field explorations and engineering analysis, depending on the issues involved. 7.2 Project Bid Documents During the bidding process any questions regarding this report shall be directed to the City. The geotechnical consultant will not respond to any questions from bidders, but will direct them to the City. It has been our experience during the bidding process that contractors often contact us to discuss the geotechnical aspects of the project. Informal contacts between Kleinfelder and an individual contractor could result in incorrect or incomplete information being provided to the contractor. :Udi_ sea \vol I \library\ 1997 wpdraft \60I7r095.doc Page 9 of I I Date Printed: 10!10/97 Copyright 1997 Kleinfelder, Inc. ' k`■ KLEINFELDER Therefore, we recommend a pre -bid meeting be held to answer any questions about the report prior to submittal of bids. If this is not possible, questions or clarifications regarding this report should be directed to the project Owner or his designated representative. After consultation with Kleinfelder, the project Owner (or his representative) should provide clarifications or additional information to all contractors bidding the job. 7.3 Construction Observation and Testing The recommendations presented in this report are based on the assumption that an adequate program of tests and observations will be made during construction to verify compliance with these recommendations. These tests and observations should include, but not necessarily be limited to, the following: 1. Observations and testing during site preparation and earthwork. 2. Observation and testing of construction materials. 3. Consultation as may be required during construction. 8.0 LIMITATIONS The recommendations contained in this report are based on the field explorations and our understanding of the proposed project. The investigation was performed using a mutually agreed upon scope of work. It is our opinion that the study was a cost - effective method to explore the subject site and evaluate some of the potential geotechnical concerns. The soils data used in the preparation of this report were obtained from the test borings completed at the site. It is possible that variations in soils exist between the locations explored. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered at the site which are different from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to our recommendations. In addition, if the scope of the proposed project, pipeline grades, or other ' aspects of the project change from the descriptions given in this report, our firm should be notified. Our scope of our work does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. f� This report has been prepared for use in design and construction of the subject project in accordance with the generally accepted standards of practice at the time the report was written. No warranty, express or implied, is made. \\kli sea\ volIUibrary\1997\wpdraf1\6017r095.doe Page 10 of I 1 Date Printed: 10/10/97 Copyright 1997 Kleinfelder, Inc. W" KLEINFELDER i This report may be used only by the Client and for the purposes stated, within a' reasonable time from its issuance. Land use, site conditions (both on- and off - site), or other factors including advances in man's understanding of applied science may change over time. and !could materially affect our findings. Therefore, this report should not be relied upon after 12 months from its issue. Kleinfelder should be notified if the project is delayed by more than 12 months from the date of this report so that a review of site conditions can be made, and recommendations revised if appropriate. It is the CLIENT'S responsibility to see that all parties to the project including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the Contractor's option and risk. Any party other than the Client who wishes to use this report shall notify Kleinfelder of such intended use by executing the "Application for Authorization to Use" which follows this document as an appendix. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Non - compliance with any of these requirements will release Kleinfelder from any liability resulting from the use of this report by any unauthorized party. WUi sea \volI \library\I 997\wpdraft\6017r095.doe Page 1 I of I 1 Copyright 1997 Kleinfelder, Inc. i Date Printed: 10/10/97 n v \ ` l� r B B g r i \� _. Wx r =lc-. - -.7 •�u PlarC �/ 1 ' •• �r rr _J V ON f ze- -� ' ■ t �:� 1. is •9 u� \ I; L ji - — • .. - I r , • tl '�' II ': a ;'• - rai!er�. r -__ -- , . �% Iii ♦■ ■ ■ \e. °ark Athletic� E;eIC 1 � l• �_ n Greenwo- o3 -Cer4 i ■ i Park �\ �- t„ 'A r - - -_ c \l (I h 3DO ■ ,j APPROXIMATE SCALE Reference: USGS 7.5' Topographic Map, Issaquah and o low 2000 - - Renton Quadrangles Washington, 1949 and 1950, Photo Revised 1973 1 inch = 2WO feet Site Plan PLATE K L E I N F E L D E R City of Renton NE 5th St Storm System Improvements 1 PROTECT NO. 60- 1674 -01 September, 1997 Renton, WA FELE NO. 167401. PPT 4 41 y � C •� E o z� a W a I , Y. , t ` r t i -A °,{N any uu$Ja{{ f J 3N..•a�tl` uoSJajjaf ... t . d xaPul it— an f { s ! �...3N.... y, cr4 H ................ ! any...�ol,6.1 r r I •, i o e F1F. , h I : 1" '�l,.�. 3JIIdJOSpAtn' - I i r ....... r - , Z i 2j i 'ii 4J ,..ri '; f.... >' U \�>� �..•'T1 ^i � V. : , q t _405 3N SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED GRAVEL CLEAN GRAVEL GW WELL -GRADED GRAVEL:, FINE TO COARSE GRAVEL Fine Dense Very Moist SOILS More Thaa,50% Medium Dense Moist GP POORLY-GRADED GRAVEL GRAVEL GM SILTY GRAVEL Very Loose Driest Dry of Coarse Fraction Retained on N o. 4 Sieve WITH FINES More Than 50% � GC CLAYEY GRAVEL Retained on No. 200 Sieve SAND CLEAN SW WELL GRADED SAND, FINE TO COARSE SAND SAND SP POORLY -GRADED SAND More Than 50% SAND SM SILTY SAPID of Coarse Fraction Passes SC CLAYEY SAND No. 4 Sieve WITH FINES SILT AND CLAY ML SILT FINE INORGANIC GRAINED SOILS Liquid Limit CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY Less Than 50 SILT AND CLAY INORGANIC MH SILT OF IRGHPLASn=,, ELASTIC SILT More Than 50% Passes No. 200 Sieve CH CLAY OF HIGH PLASTICITY, FAT CLAY Liquid Limit ORGANIC OH ORGANIC CLAY, ORGANIC SILT 50 or More HIGHLY ORGANIC SOILS PT PEAT PARTICLE SIZE LIMITS BOULDERS COBBLES GRAVEL SAND SILT 1 CLAY Coarse Fine Coarse Medium Fine 12" 3" 3/4" #4 #10 #40 #200 0.002 mm DESCRIPTIVE TERMS USED .WITH SOILS CONSISTENCY & APPARENT DENSITY MOISTURE CONTENT SILTS AND CLAYS SANDS & GRAVELS Strongest Hard Very Dense Wettest A Wet Very Stiff Dense Very Moist Stiff Medium Dense Moist Medium Stiff Loose Slightly Moist Weakest Soft Very Soft Very Loose Driest Dry NOTES,: 1. Field classifcation is based on visual examination of soil in general accordance with ASTM D2488 -90. 2. Soil classification using laboratory tests is based on ASTM D2487 -90. 3. Description of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. SOIL MOISTURE MODHUERS: Dry - Absence of moisture, dusty, dry to touch Moist - Damp, but no visible water Wet - Visible free water or saturated, usually soil is obtained from below water table RI KLEINFELDER KEY TO SOIL CLASSIFICATION AND TERMS Copyright 1997 Kleinfeldm Inc. LEGENDZ.PRE PLATE E 3 SYMBOLS SAMPLE TYPE LABORATORY TESTS © BULK/BAG SAMPLE AL CP Atterberg limits Compaction CS Consolidation DS Direct shear 8 MODIFIED CALIFORNIA SAMPLER GS %F Grain -size analysis Percent fines (2 -1/2 inch outside diameter) HA Hydrometer analysis SK Permeability STANDARD PENETRATION SM MD Moisture content Moisture and density SPLIT SPOON SAMPLER SP Swelling pressure (2 inch outside diameter) PP Pocket penetrometer TV Torvane TX Triaxial compression ' SHELBY TUBE UC Unconfined compression (3 inch outside diameter) CA Chemical analysis SAMPLE NOT RECOVERED Note: Blow count is the number of blows required to drive the sampler 12 inches, or other indicated distance, using a 140 pound hammer falling 30 inches. "P" indicates sample pushed with weight of hammer or against weight of drill rig. GENERAL NOTES 1. The reader must refer to the discussion presented in the report text, the Key to Soil Classification and Terms, and the exploration logs for a proper understanding of subsurface conditions. 2. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. 3. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Boring logs represent general soil conditions observed at the point of exploration on the date indicated. H" KLENFELDER Copyright 1997 Kleinfelder, Inc. K.a_LOG_LEGEND BORING LOG LEGEND PLATE 4 Surface• Conditions: Asphalt Concrete Pavement. Date Drilled: 7/15/97 Logged %r KLB Groundwater. Groundwater observed at 14.5 ft. during drilling. Piezometer installed Approx. Surface Elev. (ft): 285 to 17.5 ft. No groundwater measured in piezometer on 9/3/97. Total Depth: 19 Laboratory Field DESCRIPTION t CL m c o Z U a 0 CO -J F- 10 C3 e:, m J a p 111111111141 1 10 1 15 20 1 25 Broom sandy gravel with sift QV GP Gray sandy gravel with occasional cobbles and a trace o ° 50/5 o D f\01 AM" KLEINFELDER capyr* 1997 bewewff. ]or- LOG-OF-BORING 6017MO17.GP] 9/-W7 NOTE: See Plates 3 and 4 for Explanation of Symbols dense, moist) LOG OF BORING B -1 City of Renton Northeast 5th Street Storm System Improvements Project # 60- 1674-01 PLATE S 5 I 10 ► 15 I 25 I Surface Conditions: Asphalt Concrete Pavement Date Drilled: 7/15/97 Logged By, KLB Groundwater: Groundwater observed at 13.5 ft. during drilling. Piezometer installed APpr= Surface Elev. (ft): 281 to 17.5 ft. Groundwater measured at 17.4 ft. in piezometer on 9/3197. Total Depth: 19 Laboratory Field DESCRIPTION a d °° OU o E$ v) N F- 0 V o o n 0 a m -J C7 3" asphalt concrete pavement SP-SM Brown fine sand with sift (very loose to loose, moist) FILL GS 13 7 5 5 SP Brown fine to medium sand with a trace of silt (medium dense, moist) SM 5 25 10 10 SM Broom silty fine to medium sand (dense to very dense, moist to wet) SM 14 33 15 15 64 9I LOG OF BORING B -2 k4VV TT City of Renton .KL,E' I V FELDER - Northeast 5th Street Storm System Improvements CopOW 1"7 K eWc1da. kr- LOG_OF- BORM 6017W17� Project # 60- 1674-01 PLATE 6 NOTE: See Plates 3 and 4 for Explanation of Symbols I i I I� u 1 Surface Conditions: Asphalt Concrete Pavement Date Drilled: 7/15/97 Logged By: KLB Groundwater. Groundwater observed at 23.5 ft. during drilling. Piezometer installed Approx. Surface Elev. (ft): 280 to 24.0 ft! Groundwater measured at 24.5 ft. in piezometer on 9/3/97. Total Depth: 25 Laboratory Field DESCRIPTION aR CL LL CL N E SN J 0 U z.0 2 C Q co F- Q m J (7 Q SP 3" as halt Concrete Pavement Brown fine to medium sand with a trace of sift (very loose, moist) FILL SM 7 4 5 5 SP Brown fine to medium sand with a trace of sift (dense, moist) GS 4 34 10 10 SP -SM Gray fine to medium sand . with sift, occasional gravel and cobbles (very dense, moist) SM 8 50/4 15 15 Becomes with gravel and cobbles SM 5 50/5.5 20 20 GP Gray fine gravel with sand, a trace of sift and occasional cobbles (very dense, moist to wet) O D SM 7 50/6 Q ° 3o O D Q O ° 25 25 LOG OF BORING B -3 City of Renton 'W' KLEINFELDER Northeast 5th Street Storm System Improvements Project# 60- 1674.01 PLATE 7. CgMi6k I M xkdddv, kr- L06-OF -BORM 60M017. 0H INOTE: See Plates 3 and 4 for Explanation of Symbols Surface Conditions: Asphalt Concrete Pavement Date Drilled: 7115/97 Logged By: KLB Groundwater. No groundwater observed during drilling. Piezometer installed to 14.0 Approx. Surface Elev. (ft): 258 ft. Groundwater measured at 8.0 ft. in piezometer on 9/3/97. Total Depth: 15 Laboratory Field DESCRIPTION F- a N p O .�CD. ii Q M C z.Ci a. raj C7 O 3" asphalt concrete pavement ML Gray brown sandy silt with occasional gravel (hard, moist to wet) 1 5 SM 1 13 MIME3 1 15 1 20 25 45 I SM 50/6 50/6 IM KLEINFELDER CW)Ti* 1997 xlciukkkr, Im I.oc -os soRNO 6017MO17.GPI 9/5197 ray brown to Y dense, moist) LOG OF BORING B -4 City of Renton Northeast 5th Street Storm System Improvements -F Project/! 60- 1674 -01 PLATE 8 5 10 1 15 1 25 1 ,Ld t i Surface Conditions: Asphalt Concrete Pavement Date Drilled: 7/15/97 Logged By. KLB Groundwater. Groundwater observed at 12 ft. during drilling. Piezometer.installed to Approx. Surface Elev. (ft): 249 15.0 ft. Groundwater measured at 5.2 ft. in piezometer on 9[3/97. Total Depth: 15 Laboratory Field DESCRIPTION $ -- o d c a N ,. :�. m �a 0 a op 0 U o >i aai m CO O -J F- `2 V �U a m t � (9 p 12" asphalt concrete pavement with a 1" thick zone of base course in the middle SM Brown silty fine sand (medium dense, moist) FILL SM Dark gray silty fine to medium sand with occasional gravel and cobbles (medium dense, GS 15 29 moist to wet) 5 5 SM 14 25 Becomes silty fine sand with occaasional gravel and cobbles 10 10 SP-SM Brown fine sand with sift and occasional gravel (medium dense, wet) 26 15 15 20 20 25 L 25 LOG OF BORING B -5 City of Renton k4KLEINFELDER Northeast 5th Street Storm System Improvements Project # 60-1674 -01 —F PLATE 9 copyri* 19" locideldm kw- Loo_oF soxuao W17N�mw Ai INOTE: See Plates 3 and 4 for Explanation of Symbols Surface Conditions: Asphalt Concrete Pavement Date Drilled: 7/15197 Logged By: KLB Groundwater: Groundwater observed at 13.5 ft. during drilling. Piezometer installed Approx. Surface Elev. (ft): 211 to 18.0 ft. Groundwater measured at 11.8-ft. in piezometer on 9/3/97. Total Depth: 20 Laboratory Field DESCRIPTION 'o E.� LL �U- U g to c J CL E A oo Dd GO U z+U a .0 O C 0 o co ►— M o in c9 3" asphalt concrete pavement SM Dark brown silty fine sand (very loose, moist FILL SM Dark brown silty fine to medium sand with toots and occasional gravel (very loose, moist) FILL SM 19 4 5 �A T I♦Millit�f -tU'.' 1 15 SM 1 28 1 1 31 WV II k4 KLEINFELDER Copyr* 1997 KkWWder. hr- L06- OF_aoRM 6017?A17.aPJ 9/5/97 NOTE: See Plates 3 and 4 for Explanation of Symbols Gray sandy sift with occasional gravel (hard, moist) Brown silt with occasional sand (very stiff, wet)) LOG OF BORING B -6 City of Renton Northeast 5th Street Storm System Improvements Project # 60- 1674-01 1 PLATE 10 5 10 I 15 I 25 I 1� M-6 �e mm �o aun w oo�i r KIKLEI N FELDER GRAIN SIZE DISTRIBUTION PROJECT NO. 60-1674-01 M-6 l� fl t I M -6 ��1�10I1� MENEM 1110 ��6 III ���a�me_s�mamoo KLEIN FELDER GRAIN SIZE DISTRIBUTION 12 PROJECT NO. 60-1674-01 M -6 t e u I t I M -6 nwm�w�on�n�o��m�oo �m ego■ n�vu�n �mm��m��soumoa�n PLATE GRAIN SIZE DISTRIBUTION PROJECT NO. 60-1674-01 M -6 M -6 ���,w�en�u■ N� omrm�ounwsoonm�s I u■ MEN aso �nmumn�o� COMPOSUE SAMPLE GRAIN SIZE DISTRIBUTIO PROJECT NO, 60-1674-01 M -6 140 SUMMARY OF TEST RESULTS MATERIAL DESCRIPTION; Composite Sample - Brown gray silty fine to medium sand with gravel 135 ! 130 ' ca • �► ASTIVI D-1557 ad4A=jjj.j iiiiiiiiii� ■ ■■■■■ii�i��■■s�� ►�\ ■ ■■ ►rte ■■■■ ■■ ■■■■■� ■■o�►�i, ■■■■■■■■■■■■■■■N ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■Wig► ■■■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ , I 1 1 0 4 8 12 16 20 24 WATER CONTENT —PERCENT OF DRY WEIGHT PLATE k"KLEIN F E L D E R COMPACTION TEST RESULTS. 16 PROJECT NO 60- 1674-01 Sept. 5, 1997 M -6 OVEN DRY MOISTURE TEST PROJECT c~ ? SAMPLE I�FO TES TED. r.-.Y ATE DATE RECIEVED REVIEWED 8Y ' -------- 3 Fr Vt. Dish Q Dry Soii Vt. of Dish Wt. of Water. rl tv PercQmt Moisture Dish Nr-�—ar Wt. of Water z Wt. of Dry Soil i 13 13 Dish Mmbar -Y Soil Wt- Of Digh Wt. of watar Ut- of Drf Soil 1 fl uvc'N umy nu151 UNE TEST ASTM D -2216 PROJECT Gr j o 'rim 'ow PROJECT NO. &0 SAMPLE I Pr'FO. L 1B N0 TESTED S Z-f/S!i �;TE ? 3 DATE RECIEVED _REVIEWED BY Specimen 2Jusbar Dish 2�s mb dt r Xt. Dish & S7cc Soil ? ?• 7, 30 7, Wt., Dish Q Dry Soil 2 �l� 27`f, 1 2 tJ ;7, G Wt. of Dish Wt. of Water. ' t. of Dry Soil Percent Foisture "! sp ecisea Nu m-') a r Dish Nr bar V[. Dish 6 Wit Soil 3jc$. 32— r11'2,'Rev -3,8-.y Wt. Dish & Dry Soil 3C1 ,�� ��� ,�f 3U-7 Wt. of Dish /G? Wt- of voter S d 3'7, t)'3 .Wt. or Dry Soil Percent 'Koisture �a • �, ! 2 TD �t�t, �+ Specimen I:Xjmb er Dish Mr-ber VC. Dish & Uet Soil -3 7'q %J Wt- Dish & Dry Soil Wt_ of Dish �7 Wt- of Watar � � 7 t vt. of Dry Soil Percent Yotscure 2 1 ASTM C -136 PROTECT :� PROJECT NO r SAMPLE INFO. — S ' ,� LAB NO. 1 DATE ? % % /? Z TESTED 1 DATE RECEIVED REVIEWED BY 1 MOISTURE CONTENT Total Wet Weight Plus Tare Dish No. 1 Wet Weight Sample and Dish Tare Dry Weight Sample and Dish 2 IT ' G Total Wet Weight Weight of Water ` 'Wet 2f, Weight i �iinus No. 4 Weight of Dish D Weight of Sample �' g 3 6� 1 -Dry Weight Minus No. 4 _ Water Content, % Dry Weight 3 ,_ SG 1 Total Dry Weight - Dry Weight of Sub - Sample U.S. WEIGHT RETAINED PERCENT RETAINED PERCENT PERCENT STANDARD ACCUMULATIVE NET ACCUMULATIVE PASSING OF TOTAL TARE SIEVE GROSS 1"r 17�3 H 3 -- CPQ �' J Ze SCE .z n if 97. _ .2� io a 92.7– ? • �8 S. y ,7& Z _ ev � Z _ GE00017.DOC/XLS 1130133Ni31)1 Ei�: GE000 t 7.DOGXLS b3a13�N131H �� SIEVE ANALYSIS OF FINE AND COARSE AGGREGATE ASTM C -136 1 PROTECT NO. PROJECT SAMPLE INFO. S `' `J` — LAB NO. G DATE TESTED BY ' DATE RECEIVED REVIEWED BY ' MOISTURE CONTENT � G Total Wet Weight Plus Tare Dish No. Wet Weight Sample and Dish 3 S • 017 Tare Dry Weight Sample and Dish -36.7, b Total Wet Weight Weight of Water 1 `I 0 Wet Weight Minus No. 4 Weight of Dish �bG ' Dry Weight Minus No. 4 Dry Weight of Sample. y Z Water Content, % Dry Weight 2. Total Dry Weight Dry Weight of Sub - Sample U.S. WEIGHT RETAINED PERCENT STANDARD ACCUMULATIVE RETAINED PERCENT PERCENT ' SIEVE GROSS TARE NET ACCUMULATIVE PASSING OF TOTAL � . 1 if53 y 17 � „� ,x„ •� �� �t�r rr.G� 2�.,� 9 -. ��- 9C.'A' l- t.3O7G ' l � .� •� =i�' :.�J P cl s! , A7 7 i. v � /^ � � % Z � � � (n C P ?es _7 9.71 :sf." 1.77 !a.[ q� D z,9 —2co GE000 t 7.DOGXLS b3a13�N131H �� 'l SIEVE ANALYSIS OF FINE AND COARSE AGGREGATE ASTM C -136 fi PROJECT o r PROJECT NO. SAMPLE INFO. S - 2 _LAB NO. TESTED BY L / DATE DATE RECEIVED REVIEWED BY MOISTURE CONTENT 4 Total Wet Weight Plus Tare Dish No. Wet Weight Sample and Dish AY L. L4 Tare Dry Weight Sample and Dish q6 C Total Wet Weight Weight of Water I.2 7 Wet Weight Minus No. 4 Weight of Dish 1d 9 l Dry Weight Minus No. 4 Dry Weight of Sample .3eco . Water Content, % Dry Weight 'r` • ! 2 ' Total Dry Weight Dry Weight of Sub - Sample 1 U.S. WEIGHT RETAINED PERCENT STANDARD ACCUMULATIVE RETAINED PERCENT PERCENT SIEVE GROSS TARE NET ACCUMULATIVE PASSING OF TOTAL 2,5� O 4f , 1 ys s 2- b 7. / LJ r�- �c• �s f2.7.�7 -7 t77, 1i 7�/ l �a_� � • �'i',. 3 � .6 7. -2 rjig GE00017.DOGXLS 0133N131)( t� � I � I � I � I � I � I � I � I � I it � I 1P � I � I U � I 1 C -136 PROTECT ''' PROJECT NO. SAMPLE INFO. � _ r LAB NO. TESTED BY DATE DATE RECEIVED REVIEWED BY Total Wet Weight Plus Tare Tare Total Wet Weight Wet Weight iviinus No. 4 Dry Weight Minus No. 4 Total Dry Weight Dry Weight of Sub - Sample U.S. W WEIGHT RETAINED Dish No. STANDARD A ACCUMULATIVE SIEVE G GROSS T TARE NET 3 3, Weight of Dish r Dry Weight of Sample I-- Water Content, % Dry Weight Pt,, ? L -�y I GE00017.DOCIXIS b30131N131)1 hn MOISTURE CONTENT PERCENT RETAINED PERCENT PERCENT ACCUMULATIVE PASSING OF TOTAL (, -7 q3.3' e 7 10 3 4.7 3,& f$ 2,11 f $1.5 7617 41'44 z�r.3 71, 7 S•° 7,9 76 71, Z9, Z if 77, Z Dish No. Wet Weight Sample and Dish Dry Weight Sample and Dish Z 1 Weight of Water 3 3, Weight of Dish r Dry Weight of Sample X28.- 76 Water Content, % Dry Weight Pt,, ? PERCENT RETAINED PERCENT PERCENT ACCUMULATIVE PASSING OF TOTAL (, -7 q3.3' e 7 10 3 4.7 3,& f$ 2,11 f $1.5 7617 41'44 z�r.3 71, 7 S•° 7,9 76 71, Z9, Z if 77, Z 77, Z SIEVE ANALYSIS OF FINE AND COARSE AGGREGATE ASTM C -136 . ' PROJECT ROJECT NO. 72' f1 —��� SAMPLE INFO. -- �' ^Posr`io LAB NO. TESTED BY Ii�s L DATE d!G- DATE RECEIVED REVIEWED BY Total Wet Weight Plus Tare Tare Total Wet Weight Wet Weight Minus No. 4 Dry Weight Minus No. 4 MOISTURE CONTENT Dish No. Wet Weight Sample and Dish Dry Weight Sample and Dish Weight of Water Weight of Dish Dry Weight of Sample X390 3 Water Content, % Dry Weight Total Dry Weight Dry Weight of Sub - Sample 1 U.S. WEIGHT RETAINS D PERCENT STANDARD ACCUMULATIVE RETAINED PERCENT PERCENT SIEVE GROSS TARE NET ACCUMULATIVE PASSING OF TOTAL � •73 cs'&5= t �. 3. 1 liy, 15� r $ x 5 .6.3 7-0.20 3z • " ,g G �� ►�! z3 . $� 7 ,cam G X3,4 c :314 E � �.? GE00017 -mss rS3013AN131)i k" KLEINFELDER APPLICATION FOR AUTHORIZATION TO USE REPORT OF GEOTECHNICAL INVESTIGATION NE 5th STREET AND EDMONDS AVENUE NE STORM SYSTEM IMPROVEMENT PROJECT RENTON, WASHINGTON KLEINFELDER PROJECT NUMBER 60- 1674 --01 TO: Kleinfelder, Inc. 3380 146th Place SE, Suite 110 Bellevue, Washington 98007 FROM: Applicant [State here the use(s) contemplated] DATED October 13, 1997 hereby applies for permission to: for the purpose(s) of: [State here why you wish to do what is contemplated as set forth above] Applicant understands and agrees that Kleinfelder, Inc. is the copyright owner of the above identified report and that unauthorized use or copying of the above identified report is strictly prohibited without the express written permission of Kleinfelder, Inc. and Kleinfelder's client. Applicant understands that Kleinfelder, Inc. and /or Kleinfelder's client, may withhold such permission at its sole discretion, or grant such permission upon such -terms and conditions as it deems acceptable. Dated: Applicant by its l:\I997\wpdraft\6017rO95.doc Page 1 of I Date Printed: 10/13/97 Copyright 1997 Meinfelder, Inc. F1 t t Si�� �I -IOTO� Side Sewer Tee Replcmt - 2209 NE 6th PL f Side Sewer Tee Replcmt - 2217 NE 6th PL u �l Side Sewer Tee Replcmt - 2221 NE 6th PL Side Sewer Tee Replcmt - 679 Camas Ave NE ' . M� � . ,« 7 � f:i,,'Y �'. :`..A_r..+i"C�4""' - - 'fi"�'1�G:w1,. •L i9y. h°S� °`�. ; _'A'"� "i ; - 4µ•l', Co, rk RK_ Y w z 9 i1 -- �_ , . x ,.� .�. .._ _ .�` �, ��� . � }� r� - � .,.: i !� �Yr � � � 1 � � ����. a , � _ '� �� � � /yyy .. �� .,,F, Y - ` y � .� �' � f i7 L n fl u f STANDARD DETAILS NOTES: 1. PAINTING.- THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS, BRACES AND BACK OF SIGN 'BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL THE BACKGROUND COLOR IS WHITE. 2. LETTER _TYPES. THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGO WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL BE BLACK. 3. LETTER SIZE. 4' LETTERS. ARE 1/2' WIDE, 3' LETTERS ARE 3 /8' WIDE; 2- LETTERS ARE 1/4' WIDE. APPROVED BY: PROJECT SIGN DETAIL DATE: 04/10/06 SHEET: 1.0 I m 3 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FOi IIVAI FNT TC) ATTACH FARRIC. Tn POgTC H OI POST SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED 2 "x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4 "x4" TRENCH / BACKFILL TRENCH WITH NATIVE SOIL 2 "x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT Z_ N Z N NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE'IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. +j PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT �NT�$ MARCH 2008 30-1DOSIEVE SIZE (0.60- 0.15MM) FOR SILT FILM ADS (ASTM D4751) 50-100 SIEVE SIZE (0.30- 0.15MM) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D491) 0.02SECA -1 MINIMUM GRAB TENSILE STRENCHT (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION ASTM D4632 30% MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355).70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. +j PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT �NT�$ MARCH 2008 5" MAX. DRAINAGE GRATE TRIM a GRATEFRAME z 3 � oa o °.p SEDIMENT AND DEBRIS a OVERFLOW BYPASS BELOW INLET GRATE DEVICE PFILTERED' ° WATER DRAINAGE GRATE - REC' SECTION VIEW ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built -in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8 -01.3(15). =M (TYP.) �Y + @� PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 O DEPARTMENT FNTO$ MARCH 2008 QZ K S U O a O a z 3 I ¢ 0 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD v° RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) _ .. FLAT SLAB TOP P: CATCH BASIN DIAMETER WALL THICKNESS z MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2tft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0 54" 4.5" �+- 48 "• 54". 60% 72 -, B4' OR 96" 42" X 0.19 0.19 < 1 5" MORTAR (rYP.) 0 1 8" 0.25 0.25 STEPS OR 6" 8" LADDER 12" 0.35 �L0 84" 8" 12" 72" , 0.39 0.29 MORTAR FILLET• g REINFORCING STEEL(TYP.) \ N 12. GRAVEL BACKFILL FOR 0.29 PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "O" RING 12' GRAVEL BACKFILL FOR 6= PIPE ZONE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2tft. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 1 5" 1 8" 48" 1 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 NOTES 1• No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. 4. The frame may be cast into the adjustment section. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After 5. the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9 -04.3. All grade rings, risers, and castings shall be set in mortar in accordance with Standard Specification 9 -04.3. PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL . METAL CPSSP Q SOLID WALL PVC D PROFILE WALL PVC ( 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" 0 Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9 -05.20) zQ (Std. Spec. 9-05.12(1)) (Std. Spec. 9- 05.12(2)) TY STD.. PLAN - 201.00 + g�j PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT �NT� i MARCH 2008 I I I I I I I I I � I 11 I 20' x 24" 24' DIAM., 48' DIAM. OR 64" DIAM. HOLE 98 BARS @ 7- SPACING 2' (TYP.} 12T . . . . . .. .. L 12" MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6- SPACING 20'x24', 24- DIAM., 48"DIAM. OR 54" DIAM. HOLE 2 (TYP F—T — _, I zol LJ 1' MIN. 21/2' MAX 72" FLAT SLAB TOP #4 BARS 6' SPACING 20" x 24"OR 24' DIAM. HOLE 2' (TYP.) 61 U 1' MIN. 2 112' MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 24, MIN. ;0 N 48" MIN. I6' OR 12' ECCENTRIC COME SECTION R HOOP FOR 6' 0 i vvu n-i tsAR HOOPS FOR 12 . RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square Inches per foot may be used for adjustment sections. 12- (TYP.) o. 42" PREFABRICATED LADDER 12" MIN. STEP 34' QONE #3 BAR HOOP 4' CIRCULAR ADJUSTMENT SECTION STD. PLAN 204.60 PUBUC WORKS MISCELLANEOUS DETAILS FOR DEPARTMENT DRAINAGE STRUCTURES 200U MARCH age 205 of IAIA I P-, ...... k—.,, ...... o 1/-rif,. Q• -l- O��UjANIS - DR, Q 4 1Q J j qJ 9i RENTON AHEAD OF THE CURVE \ DRAIN /' 1/2 "- [13mm] LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16" (586mm) DIA B.C. (1) 1" (25mm) DIA PIC_ KHOLE 0 cv 1 114" [32mm] LETTERING PLAN VIEW 25" DIA. ~- [635mm] 1" mm] 3/4" [19mm) [222 [64m 222mm] 64mm] TYP COVER SECTION VIEW 26 1/2" DIA [673mm] 25 1/4" DIA [641 mm] 1 1/16" F�IE.(P�MIENE m) DIA GASKET 11 6± [152mm] 5/8" 23 3/8" DIA CL OPEN [16mm] [594mm] 27 5/16" DIA [694mm] 34 1/8" DIA 1867mm] COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8 %11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" [6mm] 11116" [27mm) [3mm] 1/8" [R3mm] GASKET GROOVE DETAIL NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. ti�Y o + PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 DEPARTMENT �N gyp$ MARCH 2008 0 SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA fl A K I N TS 0 SECTION A -A ?1.»2110i 2" ASPHALT CLASS "B" OR AS APPROVED BY THE ENGINEER. ' CONCRETE REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED BY THE ENGINEER. Y PUBLIC WORKS TYPICAL UTILITY COVER STD. PLAN - 400.4 DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 m z a Q 1 #3 BAR EACH CORNEF #3 BAR EACH SIDE .1 - -1 1A 2Q, S+ I. OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP * 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9- 05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9- 05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20 ". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9 -04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9 -04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �SY o STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT 'MARCH 2008 Y K io 0 R 12" DR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE Olt A REINFORCED OR 12" PLAIN CONCRETE #3 BAR EACH CORNER N #3 BAR EACH SIDE CPSSP* TOP AND BOTTOM (STD. SPEC. 9- 05.20) ONE #3 BAR 15" ACROSS BOTTOM PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15' CPSSP* 12" (STD. SPEC. 9- 05.20) SOLID WALL PVC 15" (STD. SPEC. 9- 05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9- 05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18 ". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar In accordance with Standard Specification 9 -04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate may be installed with the Flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the inlet has been placed. �Y OPUBLIC WORKS CONCRETE INLET STD. PLAN - 200.30 DEPARTMENT INTO$ MARCH 2008 a CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. , BASE SECTION NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7 -05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %2 BOND. SEE NOTE 4 +O y n� + PUBLIC WORKS CATCH BASIN INSTALLATION S'I'D. PLAN — 202.00 �$ DEPARTMENT �t.N,tp MARCH 2008 I a i 0 BOLT -DOWN HOLE ( YP.) - 518" - 11 NC, SEE - DETAIL 8 NOTE 2 O TOP ?, '1 /Z X 2 0 `k( RECESSED ALLEN HEAD CAP SCREW 7L_ /8"J 1/8" 5/8"- 11 NC z 2" 3/4" GRATE e 1 5/8" FRAME V SECTION BOLT -DOWN DETAIL DETAIL O SEE NOTE p�•SY �.t+ + PUBLIC WORKS ,Pivzo DEPARTMENT NOTES I. This frame is designed to accommodate 20" x 24" grates or ' covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" allen head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9- 05.15(2) for additional requirements. RECTANGULAR FRAME ISOMETRIC VIEW STD. PLAN — 204.00 MARCH 2008 I Y K m O 1 TOP 7 OR 8 EQUAL SPACES DIRECTION OF FLOW SECTION O ISOMETRIC SLOT - SEE DETAIL AND NOTE 1 J SECTION . B � O� i i i i 1/2 1!1/4" 5/8 BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 • Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers_ 2. Refer to Standard Specification 9- 05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shallibe used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ,Sy I STD. PLAN - 204.20 PUBLIC WORKS RECTANGULAR DEPARTMENT VANED GRATE �t N,tp i MARCH 2008 I<- MOIj �' ECC'.• { OUTFACE TO STREAMT DUMP NU POLLUTANTS . TOP 7 OR 8 EQUAL SPACES DIRECTION OF FLOW SECTION O ISOMETRIC SLOT - SEE DETAIL AND NOTE 1 J SECTION . B � O� i i i i 1/2 1!1/4" 5/8 BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1 • Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers_ 2. Refer to Standard Specification 9- 05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shallibe used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ,Sy I STD. PLAN - 204.20 PUBLIC WORKS RECTANGULAR DEPARTMENT VANED GRATE �t N,tp i MARCH 2008 i a z 3 v HO SEE NOTE 29" MIN. TOP VIEW FRAME DETAIL CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) HOOD / I7-q ISOMETRIC VIEW N DO NOT INSTALL SAFETY BAR/ DEBRIS GUARD �c20" x 24" VANED GRATE r FRAME DETAIL SECTION ( CATCH BASIN =7' 3 ". (= 0.25) GRATE =34" (WIDE SIDE) CATCH BASIN TYPE 1 = 40" (WIDE SIDE) CATCH BASIN TYPE 1L FRAME SEE NOTE 1 SECTION OA NOTES �. The asymmetry of the Combination Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferenf manufacturers. The Frame may have cast features intended to support a grate guard. Hood units shall mount outside of the , Frame. The methods for fastening the Safety Bar / Debris Guard Rod to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. 3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts, and oversize washers. The washers shall have diameters adequate to assure full bearing across the slots. 4. When bolt -down grates are specified in the contract, provide two holes in the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" X - 11 NC X 2" allen head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile iron Vaned Grates shall be used. 6. This plan is intended to show the installation details of a manufac- tured product. It is not the intent of this plan to show the specific details necessary to fabricate the castings shown on this drawing. ~�Y STD. PLAN — 203.00 + n PUBLIC WORKS OPEN CURB FACE �.!R $ DEPARTMENT FRAME AND GRATE NTH INSTALLATION DETAIL MARCH 2008 W (SEE NOTE 7) LIMITS OF PIPE ZONE 1, 1 0" BEDDING MATERIAL FOR 1 SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL � 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7 -D8 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE STANDARD SPECIFICATIONS. `S Y + * PUBLIC WORKS PIPE BEDDING STD. PLAN - 405 DEPARTMENT FOR SANITARY SEWERS ��'NT� OCTOBER 2012 r R/W SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID - SEE STD. PLAN 403.1 FOR INSTALLATION) L - - - WATERTIGHT PLUG EXISTING 6" SEWER STUB (REMOVE TO R /W) BEND AS REQUIRED rEXISTING SANITARY SEWER MAIN (REMOVE) --------- - - - - -- -� �\ // - - - -- 6 "X6 "X6° WYE BEND AS REQUIRED J (NOT TO EXCEED 45') PROPOSED 6" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN NOT TO SCALE 6 "x 4" REDUCER EXISTING 4" SIDE SEWER ZY • PUBLIC WORKS TYPICAL SIDE SEWER CONNECTION � DEPARTMENT FOR SEWER MAIN REPLACEMENT ' N STD. PLAN - 407 SEPTEMBER 2011 PROPERTY LINE z 3' -0" � ! F 6" BUILDING SEWER PIPE M BUUTURE ILDING SEWER Li Z L �2% 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OUTLET -' `6 "X6 "X6" WYE SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER" STENCILED CAST IRON RING &COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE Lu a (EAST JORDAN IRON WORKS WRAPPED AROUND 'THE STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. CL SPECIFY "SEWER" ON LID, SEE STD. PLAN 403.1 FOR 6" SIDE SEWER AND BUILDING SEWER INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION- ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED. 60" ALLOWABLE MAX. I FOR CAST IRON PIPE OR DUCTILE IRON PIPE.�NG�� 1:3:5 MIX CONCRETE P�• / PN�O ��NG BLOCK ING \N 2`' S MP��E 0 GD 27. MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE } SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Y STANDARD SIDE SEWER STD. PLAN - 406.1 i PUBLIC WORKS INSTALLATION A� O$ DEPARTMENT (SEWER MAIN TO PROPERTY LINE) JANUARY 2013 NT FACE OF CURB 6 1/2" 5 1/2" 1' 1/2" R. 1" R. / 1:24 MAX. TOP OF ° 1/2" R. ROADWAY p D D ° • io CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2 FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 MAX. 1:24 MAX. TOP OF — 1/2" R. ROADWAY r p D D DEPRESSED CURB SECTION AT SIDEWALK RAMPS 6" CEMENT CONCRETE 1/2" R. I" R SIDEWALK RAMP VARIES OR LANDING FROM T— D 6 "TOD D 6L D D ° 1/4" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2" SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 MAX. TOP OF 1" 1/2" R. ROADWAY 2' D rD D D . I 1,_6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE D D 1" R. D D 1" R. D D o D 0 p A p . D D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS FACE OF CURB 6 1/2" 5 1/2" 1" 112"R. TOP OF ° O ROADWAY D 7 D D � CEMENT CONCRETE TRAFFIC CURB GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Curbs not constructed to these sections as dimensioned will not be accepted by the owner. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 Y - -- - o�� STD. PLAN - 101 PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS FNTO JUNE 2009 3/8" F 1/2° R N SEE NOTE 2 0" SEE NOTE 2 2' -0" FACE OF CENTERLINE OF CURB FRAME &GRATE 13" 1" R I MATCH ROADWAY SLOPE D c 3" co 1" R. I RECESS D 1/2" D p' p • • D • D D ' • D D D D' D • D D SE GENERAL NOTES: 1. The intent of this design is to of a catch basin with minimal of the curb. 2. The expansion joints of the adjacent sidewalk shall be adjusted to be in line with these curb expansion joints. I•I PLAN VIEW FRAME AND GRATE — NOT INCLUDED IN CURB AND GUTTER BID REM TOP OF ROADWAY • D D . ADJUSTMENT SECTION — NOT INCLUDED D IN CURB AND GUTTER BID REM D Y 1� o .n CEMENT CONCRETE CURB STD. PLAN — 101.1 a PUBLIC WORKS + T INSTALLATION AT DEPARTMENT CATCH BASINS MAY 2009 / EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED V — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN 101 FOR CEMENT CONCRETE CURBS. NEW CURB & GUTTER PUBLIC WORKS CURB AN;D GUTTER STD. PLAN - 103 DEPARTMENT REPL .CEMENT.DETAIL MAY 2009. 6" 11-01, IN.� 6-1 SIDEWALK _��_,, ,,JJII 1/2" VARIES: 5' - 6" MIN- 1/2" R LEVtLI 1 "R 112" R. (TYP.) CURB NOT 44" ?J, c INCLUDED c�'C��A�'`.' 2/ MAX. IN BID REM n r° !° 1 /4'PREMOL6ED EDGE .ens SEE R DETAIL RAISED JOINT FILLER NOTE: EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE-RAISED EDGE , CEMENT CONCRETE SIDEWALK RAISED EDGE DETAIL WITH RAISED EDGE VARIES 1/8' TOI /4" SIDEWALK MAY BE ADJACENT ISLOPE ROUNDING TO A WALL:(SEE DETAIL) (WHEN SPECIFIED) SIDEWALK BUFFER STRIP VARIES: 5' -D "MIN. 5'-0" Tp 12" R. (TYP.) CURB NOT INCLUDED MAX. 29% MAX. IN BID ITEM © CONTRACTION JOINT CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP WALL OR BARRIER SIDEWALK VARIES SIDEWALK MAY BE ADJACENT 12" R SLOPE ROUNDING TO A WALL (SEE DETAIL) (WHEN SPECIFIED) - SIDEWALK VARIES: -5' -6 "MIN, 1 14" PREMOLDED - -/ 72" R. (TYP.2% M — NCLU TENT JOINT FILLER INCLUDED ° 1 /4 "PREM OL D 'ED va..�.«r� -> SIDEWALK ADJACENT TO WALL JOINT FILLER DETAIL I MOOTH ) PERIMETER RETE CURB TTER SHOWN) IN BID ITEM I p ?, r0' I FULL -DEPTH PREMOLDED JOINT FILLER �E EXPANSION JOINT NOTE: Access lids or covers Will not be permitted in the sidewalk surface. See Std Plan 102.1. STD. PLAN - 102 °04 PUBLIC WORKS CEMENT CONCRETE �•` DEPARTMENT SIDEWALK 'P�e•N,tp'$ MAY 2009 3/8" L ;EMENT CONC. SIDEWALK rom SEE NOTE 1 CEMENT CONCRETE B CURB & GUTTER 318" EXPANSION JOINT (fYP.) _ (SEE NOTE 3) (SEE STD. PLAN 102) - PLAN VIEW RAMP (VARIES). VARIES RAMP (VARIES) 6' MIN. - 15' MAX. 14' MIN. 6' MIN. - 15' MAX. 20' MAX. SEE NOTE 8 (TYP). c 6" MIN. 6" MIN. • CEMENT CONCRETE 6 "MIN. 318" EXPANSION JOINT (TYP.) SIDEWALK SECTION OA (SEE STD. PLAN 102) 1/2" R (TYP.) SIDEWALK DEPRESSED CURB & GUTTER VARIES 2 MAX 12 (SEE NOTE 3) H:1V Mme, 6" MIN. DRIVEWAY SECTION O CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE SIDEWALK -=- RAMP (VARIES) RAMP (VARIES) 6'. MIN. -.15' MAX. 6' MIN. - 15' MAX. CCIRB & GUTTER -(SEEN TE 3) EXPANSION JOINT (TYP.) ' (SEE STD. PLAN 102) i Y (RESIDENTIAL, WITH BUFFER) For NOTES see sheet 104.2 Y 3 0 + ®� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY L o 0 N 3 MAY 2009 0 to 3 W W W m > m > I ;EMENT CONC. SIDEWALK rom SEE NOTE 1 CEMENT CONCRETE B CURB & GUTTER 318" EXPANSION JOINT (fYP.) _ (SEE NOTE 3) (SEE STD. PLAN 102) - PLAN VIEW RAMP (VARIES). VARIES RAMP (VARIES) 6' MIN. - 15' MAX. 14' MIN. 6' MIN. - 15' MAX. 20' MAX. SEE NOTE 8 (TYP). c 6" MIN. 6" MIN. • CEMENT CONCRETE 6 "MIN. 318" EXPANSION JOINT (TYP.) SIDEWALK SECTION OA (SEE STD. PLAN 102) 1/2" R (TYP.) SIDEWALK DEPRESSED CURB & GUTTER VARIES 2 MAX 12 (SEE NOTE 3) H:1V Mme, 6" MIN. DRIVEWAY SECTION O CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE SIDEWALK -=- DEPLESSED CCIRB & GUTTER -(SEEN TE 3) .g. TYPE R1 B — ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES see sheet 104.2 STD. PLAN - 104.3 + ®� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE R1 B MAY 2009 WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE - CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800 -,424 -5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI /AWWA C110 /A21.10 -82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE -HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED, ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. i 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED.IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM - PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. i Y o STD. PLAN - 300.0 PUBLIC woRxs WATER PLAN GENERAL NOTES �0$ DEPARTMENT MARCH 2010 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 —INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 —INCH DIAMETER AND OVER) � a NEW WATER MAIN POLYPIG .,A VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW —OFF ASSEMBLY (REMOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY— PIG ") ONE BLIND FLANGE -ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN STD. PLAN - 300.6 PUBLIC WORKS POLY PIG STATION FOR CLEANING OF DEPARTMENT WATER MAINS MARCH .2010 FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE /PRESERVATIVE PAINT No. 5780 -563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 1 CONCRETE - THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ — 5'x 5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK -OR PLANTING STRIP 36" MIN COVER TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88 -A STIMSONITE TWO -WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3/4" COR -TEN STEEL TIE RODS. 1/2 YARD OF 1 -1/4" WASHED DRAIN ROCK V ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. i FIRE HYDRANT ASSEMBLY I CUT D ONE MAN ROCK - 1 6 TE PAD LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD Fl LL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 PUBLIC. WORKS FIRE HYDRANT ASSEMBLY �NZ0 DEPARTMENT MARCH 2010 MARKER MARKER I ° I e TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 4. RAISED PAYMENT MARKER TYPE 88 AB STIMSONITE TWO —WAY (BLUE) MARKER t e ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET MARKER V FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) STD. PLAN - 310.3 PUBLIC WORKS DEPARTMENT HYDRANT MARKER LAYOUT ��NTO� MARCH 2010 15 "x27" PLASTIC METER BOX EQUAL TO CARSON INDUSTRIES 1527 -18 WITH DUCTILE IRON DIAMOND PLATE COVER WITH MAX VIEW READER DOOR AND 2" DRILLED HOLE FOR RADIO (RADIO CITY PRIVATE SUPPLIED BY CITY). SEE DETAIL A -A. PIPING PIPING _Z I IN UNIMPROVED RIGHT OF Z f WAY INSTALL METER BOX AT ' PROPERTY LINE WITH 12" r} ' w' LONG COPPER TAILPIECE. w 9" MIN a I � SIDEWALK IL 12" MAX FINISHED GRAD Z Q WATER METER TO BE > SUPPLIED BY THE 7- o CITY 12' z x 36" MIN COVER < :2 w 0 TYPE "K" SOFT b 0 COPPER TUBING N 0 22-1/2' NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 1 GALVANIZED TO BE INSTALLED IN THE FUTURE PLUG INSTALL FORD C14 -44 APT x COMPRESSION COUPLING L- LOOP DOWN TO CENTERLINE OF WATER MAIN TO COPPERSETTER FOR 1" METER: FORD VBH72- 15W- 44 -44G, OR PROVIDE SLACK IN COPPER McDONALD BRASS: 21- 415WCQQ44, OR MUELLER: 128- 2470 -2 SERVICE LINE TO METER. BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD WITH FORD A24 METER ADAPTERS TO CHANGE 5/8 "x3/4" METER TAPERED THREAD (CC). QUICK JOINT QUICK 1" SPUD SIZE AND LENGTH. ALL FITTINGS SHALL BE WITH QUICK JOINT. (1" FB1000 -4 =Q) OR AY MCDONALD 4701B NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A -A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC; METER READ) RADIO 4 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID NOTE: THE CENTER OF THE HOLE MUST BE LOCATED SUCH THAT THERE IS ADEQUATE CLEARANCE FROM UNDERNEATH RIBS TO INSTALL AMR RADIO. CONTRACTOR SHALL VERIFY BEFORE CITY WILL ACCEPT MATERIAL SUBMITTAL. y otiT 1" WATER SERVICE n PUBLIC WORKS + DEPARTMENT N'v MARCH 2013 r t I J 1 -1/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. CITY PIPING w U w z A A z J J N UNIMPROVED > of RIGHT –OF –WAY INSTALL METER IL BOX AT PROPERTY LINE WITH a 0 12 "' LONG COPPER TAILPIECE 0 Of o x MIPT CAST IRON OR DUCTILE IRON WATERMAIN o a__ 2 -1/2" MIN. FROM NEAREST NOTE: 9" MIN. 12" MAX. zo zQ 9 z¢ o: �> 3 �� �M, 0 4 o, LEAVE EXPOSED a o 0 7 nj Cm) N M 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard B" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT). 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each 2 " -90' brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) .x compression fitting, Ford C84 -66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by –pass Ford: VBH 86- 128 -11 -77 (x 17 -3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B- 1427 -2 ", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil related water meter fee and satisfactory pressure and purity tests. 12. 17 "x30" Plastic meter box equal to Mid – States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile iron diamond plate cover 18 "x31" equal to Mid – States Plastics, Inc. MSCBC- 1730 –R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C -14 -66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST –IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PRIVATE PIPING MATERIAL LIST FOR 1 -1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1): 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1 -1/2" hex brass bushing (MIPT x FIPT. 2 each 1 -1/2" brass or bronze nipples 6" length, threaded ends. 2 each 1- 1/2 "-90' brass or bronze elbows (FIPT x FIPT). 6. 1 -1/2" (MIPT) x compression fitting, Ford C84 -66 or equal. 7. 1 -1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1 -1/2" threaded brass 90' ell, for Ford L44 -77 or equal. 9. 1 -1/2" Customsetter with by –pass Ford: VBH 86- 12B -11 -66 (x 13- 3/16 "), McDonald Brass: 3OB612WDFF665 or Mueller B- 1427 -1 1 /2 ", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and - outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17 "x30" Plastic meter box equal to Mid – States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile iron diamond plate cover 18 "x31" equal to Mid – States Plastics, Inc. MSCBC- 1730 –R with 2" drilled hole for touchread pit lid. 13. 1 -1/2" coupling (compression x FIPT) with 1 -1/2" plug (MIPT), Ford C -14 -66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. Y ° STD. PLAN — 320.2 + n� + PUBLIC WORKS 1 %2" AND 2" WATER SERVICE LOCATED DEPARTMENT IN PLANTING STRIP ��NZO� MARCH 2010 U \n/ CRUSHED ROCK U BASE TO SUPPORT A A VAULT. — DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK –JOINT x MIPT CAST IRON OR DUCTILE IRON WATERMAIN TIL_COUPLING / 1 2 -1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard B" top section with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT). 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each 2 " -90' brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) .x compression fitting, Ford C84 -66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by –pass Ford: VBH 86- 128 -11 -77 (x 17 -3/16" ), McDonald Brass: 30B715WDFF775 or Mueller B- 1427 -2 ", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of oil related water meter fee and satisfactory pressure and purity tests. 12. 17 "x30" Plastic meter box equal to Mid – States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile iron diamond plate cover 18 "x31" equal to Mid – States Plastics, Inc. MSCBC- 1730 –R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C -14 -66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST –IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PRIVATE PIPING MATERIAL LIST FOR 1 -1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1): 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1 -1/2" hex brass bushing (MIPT x FIPT. 2 each 1 -1/2" brass or bronze nipples 6" length, threaded ends. 2 each 1- 1/2 "-90' brass or bronze elbows (FIPT x FIPT). 6. 1 -1/2" (MIPT) x compression fitting, Ford C84 -66 or equal. 7. 1 -1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1 -1/2" threaded brass 90' ell, for Ford L44 -77 or equal. 9. 1 -1/2" Customsetter with by –pass Ford: VBH 86- 12B -11 -66 (x 13- 3/16 "), McDonald Brass: 3OB612WDFF665 or Mueller B- 1427 -1 1 /2 ", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and - outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17 "x30" Plastic meter box equal to Mid – States Plastics, Inc. BCF Series MSBCF 1730 -18 with 2" thick Ductile iron diamond plate cover 18 "x31" equal to Mid – States Plastics, Inc. MSCBC- 1730 –R with 2" drilled hole for touchread pit lid. 13. 1 -1/2" coupling (compression x FIPT) with 1 -1/2" plug (MIPT), Ford C -14 -66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. Y ° STD. PLAN — 320.2 + n� + PUBLIC WORKS 1 %2" AND 2" WATER SERVICE LOCATED DEPARTMENT IN PLANTING STRIP ��NZO� MARCH 2010 12' M: 18' M F SEE A A PLAN VIEW �nWAIII SECTION A -A VALVE. BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS 4 -1/4" DIA. 1/8" MIN. THICKNESS 'IECE CAST IRON VALVE X, RICH - SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1/8" MIN. THICKNESS / 2 -1/4" INSIDE MEASUREMENT 2 -1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 24" VALVE MARKER POST WHITE POSTI Y STD. PLAN - 330.1 PUBLIC WORKS VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 2010 Et7 SHACKLE RODS TYPE A BLOCKING POP 11 i /n' A, 77 /o' \)FRT]r AI PP -NinC 1`tY O + + PUBLIC WORKS DEPARTMENT �N.tO _ S TYPE B CONCRETE BLOCKING FOR VERTICAL FITTINGS STD. PLAN - 330.3 MARCH 2010 n v 4 CL a 11 -1/4° BEND CAP :j 22 -1/2° BEND TEE 45° BEND i' 90° BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL. FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 i 1.0 6" 13.3 9:4 9.4 3.8 6:7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16:7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5. 37.5 15.D 26.5 18.8 18.8 7.5 . 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3' -0" MIN. COVER FOR WATERMAIN LESS THAN 12 ". 4' -0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) =0.5 x DEPTH OF TRENCH I MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' NOTES: TRUST BLOCK BE, TEA REFERS TO " ACE OF BLOCK MI IN SQUARE FEET 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12 "DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. i 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1- 1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. QTY CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS + HORIZONTAL AND DOWNWARD ��NTO� DEPARTMENT VERTICAL BENDS MARCH 2010 TOP SECTION VIEW NOT TO SCALE ,. . CIMMAN ANCHOR SCHEDULE i OF UNE SIZE 'A' 'B' 'C' -D• RODS 8" 2' -6° 1' -6" 1 1' -6" 1 1' -6" 2 NOTES: ' 1. CONCRETE SHALL 3000 P.S.I. 2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER. 3. FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED. BACKFILL AT FACE OF ANCHOR WALL MUST BE COMPACTED TO 952 MAX DRY DENSITY BASED ASTM D1557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN. PUBLIC WORKS DEPARTMENT E. '8' 'A' "B' IN. MAXIMUM YIN, ELEVATION VIEW NOT TO SCALE CONCRETE DEADMAN BLOCK /4 REBAR AT 8' ON CENTER WITH 180' STANDARD HOOKS O BOTH ENDS MARCH 2013 Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless an equal alternate is approved in writing by the Engineer. Materials Steel Types: High strength low —alloy steel (cor —ten), ASTM A588 heat — treated. 1. Tiebolt: ASTM A588, Grade B, Cor —Ten, equal to SuperStar Tielbolt SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod SST 756: 3/4" for 14" to 24" M.J. with eye for 3/4" rod SST 747: 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod SST 757: 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod SST 778: 1" for 30" to 36" M.J. with eye for 1" rod 2. Tienut: Hex Nut ASTM A588, Grade B, Cor —Ten, equal to SuperStar Tienut SS8 for 5/8 ", 3/4 7/8 ", 1" Tiebolt and Tierod 3.Tiecoupling with Tiestop Pin ASTM A588, Grade 8, Cor —Ten, equal to SuperStar Tiecoupling SS10 for 5/8 ", 3/4 ", 7/8 ", 1" Tierod 4. Tierod: - Continuous threaded rod for cutting to desired lengths ASTM A588, Grade B, Cor —Ten, equal to SuperStar Tierod SS12 for 5/8 ", 3/4 ", 7/13", 1" 5. Tiewasher ASTM A588, Grade B, Cor —Ten, equal to SuperStar Tiewasher SS17 for 5/8 ", 3/4 ", 7/8 ", 1" round flat washer Installation: Install the joint restraint system in accordance with the Manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the M.J. follower. Torque nuts at 75 -90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Where a Manufacturers mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adaptor -shall be used instead, so as to provide adequate space for locating tiebolt. Where a continuous run of pipe is requiredito be restrained, no run of restrained pipe shall be greater than 60 feet in length betwee fittinas. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts sholl be installed as rod guides at each joint. Pipe Size inches Test Pressure PSI 2 4 Number and Size ofRdds 6 8 10 12 14 24 2 250 314' 3 250 314" 4 250 314 ", 6 250 314" 8 250 314" 10 250 3/4" 12 250 314" 14 250 314" 16 250 314" 18 250 3!4" 27 250 314" 24 250 314 +' 30 200 314" 36 200 1' 42 200 1" 48 200 1" � Y n� ; PUBLIC WORKS SHACKLE RODDS STD. PLAN — 330.5 FOR $ DEPARTMENT AND TIE BOLTS �NZO MARCH 2010 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH -1. 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. 2" CLOSE NIPPLE 2" 90° ELBOW *2" GALVANIZED IRON PIPE, 12" LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 2" GALVANIZED IRON PIPE 12" LONG PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 / PAGE B090) INSTALL 2" 90' ELBOW, SCREWED -�- 2" PLUG, SCREWED - 1'8° 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT JGATE VALVE, SCRE INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION TY OPUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.2 DEPARTMENT TEMPORARY ASSEMBLY $ MARCH 2010 �'NT� Reduced 11 x 17 Plans not included in Scan for Bid Advertisement See Full Sized Plans 90£Z- L;3-dMS 3WVN i33f (RJd Z o e W = W <Z F -its, o Z 10 X m i (! N L'�j 3a U o j Z Q - ti ti O i a cz°� i w i > * c °a a S N o ,�� W o S U N o i °o g 5 m' 1 N F-- rc m w 0$ ' U w }# O p N ui z U W � W _ W n .� p / z a o ¢ i i< o c/) n g i m m m.. u €..... W Z Z w v a u w w i OA G o B v w W U W -, 75 a w Z Q p W 0 0� CU I— 0 �— � M ti z W Z O z T (C) C� Of J L W w W M LL C 5 ` m z N pww -� z 0 a- 0 CL� CLQ U =c. w o00 oa o00 LO W 0 UZ Q Z W in F- J U) x WN < — O y C/) LOr / o ry LU CD U O Z rF- �/ UO 90£Z- L;3-dMS 3WVN i33f (RJd Un (D z N❑ LL w F- U) (7 z ❑ N�N l_L 0 I— (n C) LO + 00 M 0 O + LO Cl) CD OD � 00 CL _ co (1) LO O O J J LO w + O+ W WM`t❑❑ QU)U~n00 0CLCL - Z = = W W Ot -I- zz �LnLnZZ ❑ww00 W Z z U U — N M Vt LO J z 0 U C= w [Y L Q w rD Un J Q z r� u 3 vz ie as a aw aw ww a� w oa m ;_ a a 'C Omoa ?orn a?�m w may °on .67 E. mn xNSo wn mzNW ma4w z ww w a?w 3w w'z m rc_ w mmzw m °zw La a= 2w z is < oa z Q Z DO N z ° �U -z fZ° 3 3 w IAO �jw r zz 3Q zo a a+ ar ?a w w� wM w� Fi ua oLLU w4`$ x� o xmf� LL L x i x =m Ei, Ezam iz � _�'I Jil Zz' za> -m> mzzw m�mw mz_w micaiw mzzw L= w r z W z z j z wwQ Z J i Cn J J W d Q 'Q^ w ❑ d tl ❑ _ z = _ w 2 2 2 LO u mwQQ❑ww Q Z U O W Z Z � N M';T M (0 P- wwwwwwo O � O O O_ N_ m i j ti LO LO N N 00 ot0 + t t M M 0 O ++. M ti � Nw� 2 t t+ N N CO M CY) LO O O N 0 0 0 0>, r- It 'It 't 0 0 0 O O O O Q ++ 0 0 0 LO N N Ot0 0+0 L+ + Q M M (QO It O OMf,- — O M Co � N N N M QQ •- M V O Cn r r m Q Q Q Q Z F-<< : :) I-1- W W QQQ —J W F- f- 1- �(nCn(nCn❑>> -�Q W (nU,Un(nwwww W QQUnUnUnQl- = J J J J i i i i J w U J J J= w U) 0- WEL ULQQQQUL❑❑dULa- 0� _ _ _ = Un (n Un Un = Z Z = _ = U w H H F- 1- Q Q Q Q 1- 0 0 1- I- H Z� ]co (0(D2 222CD220(nM5 0 O W W W W Q Q Q Q W❑❑ w w w Q F- O Z Z Z Z U O U O Z W W Z Z Z M W O � N co ";r U) r N M 4 6 O ti o6 O M °o �x a C U W W O 2 za W Z F- Q U) W o2 z W U og o W W U 2 Jg aW L� W z Ir 0 U) v 3 z n _W a U� m o a R Qa � €� a 4 o q Z 2� a Z o e W = W <Z F -its, o Z 10 X m i (! N L'�j 3a U o j Z Q - ti ti goy a o F g< i a cz°� i w i > * c °a a S N o ,�� W o S U N o i °o g 5 m' 1 Q n3 >>> S I o o m a a m v a a. o rc m w 0$ < m 0 m w }# O p Z o H `+-1 IIII z U W � W _ W JI Pu / z a o ¢ i i< o vm°i z< j m vii 0 a o � � i g i m m m.. u €..... i c o ab' W W W 0 c c n t; v w v a u w w i OA G o B v w Un (D z N❑ LL w F- U) (7 z ❑ N�N l_L 0 I— (n C) LO + 00 M 0 O + LO Cl) CD OD � 00 CL _ co (1) LO O O J J LO w + O+ W WM`t❑❑ QU)U~n00 0CLCL - Z = = W W Ot -I- zz �LnLnZZ ❑ww00 W Z z U U — N M Vt LO J z 0 U C= w [Y L Q w rD Un J Q z r� u 3 vz ie as a aw aw ww a� w oa m ;_ a a 'C Omoa ?orn a?�m w may °on .67 E. mn xNSo wn mzNW ma4w z ww w a?w 3w w'z m rc_ w mmzw m °zw La a= 2w z is < oa z Q Z DO N z ° �U -z fZ° 3 3 w IAO �jw r zz 3Q zo a a+ ar ?a w w� wM w� Fi ua oLLU w4`$ x� o xmf� LL L x i x =m Ei, Ezam iz � _�'I Jil Zz' za> -m> mzzw m�mw mz_w micaiw mzzw L= w r z W z z j z wwQ Z J i Cn J J W d Q 'Q^ w ❑ d tl ❑ _ z = _ w 2 2 2 LO u mwQQ❑ww Q Z U O W Z Z � N M';T M (0 P- wwwwwwo O � O O O_ N_ m i j ti LO LO N N 00 ot0 + t t M M 0 O ++. M ti � Nw� 2 t t+ N N CO M CY) LO O O N 0 0 0 0>, r- It 'It 't 0 0 0 O O O O Q ++ 0 0 0 LO N N Ot0 0+0 L+ + Q M M (QO It O OMf,- — O M Co � N N N M QQ •- M V O Cn r r m Q Q Q Q Z F-<< : :) I-1- W W QQQ —J W F- f- 1- �(nCn(nCn❑>> -�Q W (nU,Un(nwwww W QQUnUnUnQl- = J J J J i i i i J w U J J J= w U) 0- WEL ULQQQQUL❑❑dULa- 0� _ _ _ = Un (n Un Un = Z Z = _ = U w H H F- 1- Q Q Q Q 1- 0 0 1- I- H Z� ]co (0(D2 222CD220(nM5 0 O W W W W Q Q Q Q W❑❑ w w w Q F- O Z Z Z Z U O U O Z W W Z Z Z M W O � N co ";r U) r N M 4 6 O ti o6 O M °o �x a C U W W O 2 za W Z F- Q U) W o2 z W U og o W W U 2 Jg aW L� W z Ir 0 U) v 3 z n _W a U� m o a R Qa � €� a 4 o q Z 2� a F <mnE nrnnr =r O N Sas > xJ U O Z x.,} a v'`i J N U, > w O p C £ W <L C7 - �. Z E Jn W m�N > N of Of ate' U 6rows- ss \sma \6a Loa \am \:n am u m m r m= r m m m m m m m m m m m= m Z = ti ti ti ?Ot yS N 3 M � 6031 G N zz d15 O < Of < m 0 m rn r o � a_ < w W � w a w a 0 ¢ Z > m W O T T W M M U z CL� CLQ o00 oa o00 0 UZ Q in x WN < O y � N o CD U UO o _~ z a U F <mnE nrnnr =r O N Sas > xJ U O Z x.,} a v'`i J N U, > w O p C £ W <L C7 - �. Z E Jn W m�N > N of Of ate' U 6rows- ss \sma \6a Loa \am \:n am u m m r m= r m m m m m m m m m m m= m Z QM ¢ OM N \N ?Ot yS N 3 Z O O O � 6031 G N zz d15 2 N� N < m 0 m F <mnE nrnnr =r O N Sas > xJ U O Z x.,} a v'`i J N U, > w O p C £ W <L C7 - �. Z E Jn W m�N > N of Of ate' U 6rows- ss \sma \6a Loa \am \:n am u m m r m= r m m m m m m m m m m m= m LZLZ CD Id 419 3N LLIZ S L£LOSLZZL ))9'90, =31 6 °31 A, a NO l69lL Sl 03d mil/ /jam, 3$VO NI SNOfy .Z HSH`Nl�e(� /� I i i v W z e j h SS 3Nn Id 419 3N VOIZ SLSL05LZU � 6 ..I Z %A NO30 � OS X3 d33N � unp nn uu �aa=o yl mil ip II 7,j 1 ww / —.1 £L xem SS ld 419 3N OOIZ l,l SLOSLZZL <o N�wll i a n2 it t` N ,09'l -NO I�O � w .doll. I l GAS \ OL N SOtl )f'flZ= Sbyg OONOJ NOj OSIG 9 Is •Z /I -1 NI HJNnI 35VO Ni 'NOW. •09'1 4'904 =109 1 IV. LZ)SOlZ =31 Itl,Z t)S'Z 1Z =31 (O'0'O)0'ZOZ 31 IOs)94'L LZ =31 6L'f lZ- HWOS Hill S I ! (MS SaV.Z I)9'6OZ =31 1 OZ'b L131NI ■ �r�irrri�i^^ V 3AV N330839V OOL'/1 I C OLZ II OS7ryLZZL � le 90EZ- LZ-dMS O N O )d 419 3N £L1Z / OL£'LOSLZZL A \ \ / N Nmci Id 419 3N 601Z <o Z S0�f 10g LZZL 0 w < Y M i "S z 3 0 W ZT� \ nZaN UI 1 vna L OZ>w oama. U K S W O W p 0_ z O !n U O Z~ 3 W W oz os'rl� Z a. %ld 419 3N SOLZ W O S = 00£LOSLZU O z w < Z ° w a z w O N N O O < o w Q i < a_ 1 w I a N Z o? j °z vw o Jz ; o U w pi w a N m S J a C7 w w F m r N 3 ° O mo w owwa mow¢ wl a° w z o o X U < wU < Z 3 Lal F I- Qc<� a O d' J S O a N W W J W /- z~ LL N z v z ° 96ZLO(�S+LZZL n 0_ O Z 3 �¢ J > U v= () 0 w Il w w = z or T Q J x o m N o o o a Om g w O O U 3\ U - Q S w r ~ S w C',4 < L°LL o N = O 3 w w z m m z zk_ / Q - w p J w p O O w J W N z U z w< o z T w r Z w w m In U N < S 3 W K W p! a w 5 m U 3 O Z Q Z z fS/1 W p Z 0 f/I W O r> m z J W °W H 3 O m j m w w 3 v v p U a XO GUG O rn �' w (~/1 ~O J 0 K Q O 3 O W w d O Z CL M j Q W Z U N ~ W O m > W N O F O Z Z d p< d ° L'-, W W U r w U O J Z W N W W lil O N m W O J O_ W p M a. O 0_ O Z Z w K F O W Z Y LIJ Q N Q U Q Z U W d N¢ J N Z 7 J u O O U w S < 3 W Z O i O a Q J W \ W rn U ° O Q O O O O< F m 0 m OJ N ? upi w° N- p O N °w a m p� m m o o o a a w cz p w p > a > Y N z LL Q } N 1 z O o o w d' ti W W O W E w zz Q z S w l a z I w m m a N ° V U p N< w m z N Q �i ° < °° J F ¢ N Z I- m 0 1- O W N J a N w N J z¢ W ¢ >> < W m w x> W LLJ i- x�-� Q O Z LL = J W FU- O N d z* N z J F0 Z 3 J X 3 J 0' Q U r N X U W Q W W W O J Q N N w rl p ° U K J Q < Q O W U p J J J w 0_ 00 W r O H N w 3 F N< p w Q 0 Z O W Z O LL F K a z W N J Z- o< LL � 7 z W } da} pa W U J r w {- F 3 O W W Q O S W = Z i VI N° a° Q N rm N S S O O OJ m Q N U z a x O l 1. Q a o z w o W w F a Z< F- S a? a h H¢ Z z z L` W c� yy Z Z° K w N N r z Z W s vwi r- U aZ J N NQ j °_ a Ua J z 0_' N y < 1.1 p d -° O� W- v Z p QQ J ♦- Z r w Z L7 Z O 3 O K z y z K¢° ¢_ Y m m w O O j w O In J< z Q< w z p w W w W 0 %' V W z\ 7 d N (/1 N W z< v< o o N >o O .. o 3 N 5 5 W Z N w IW- W g z w a m a ° �_ a: p << a z< l 1, J J N< w w W df Z_ W N Z w O w a<, m Z m Z J a z Z w m U f H F H Z= O O U z¢< N a o E U O N a O N> m J° D° N °° m w> U OU Q LL H Q > o w 0 0 3 w 3 z Jy i r Z H° 0_ O J o z J o o z J U Z z z z O X U O U N U f 0 \< ¢� U W g w a> Z r w= ¢ Y o N g Z 2 U C7 U N N W W Z< U N Of < �° W ~ d 0_ z ~ N W F° 2 Q U 0_ w Z S N Z 2 Q m< w o z W < N po v w O a. �. w 1~/I Np pN Z r w z J w tw' w J z~ w p Z O_ < L<i N °w w¢ a w a >> w z z z z O w w O H r p Z Z F Y F N a N N vxi O w> O N S N rn < y< J x d U 3 < J Z w w N m j U w 0 ~ aw w K t=/I ¢ a U Z X o o Z T O fo-/1 (U-/I N J K a N Z K Uf a W H ~ a z >p � O x U ? Q¢ m \ i 3 3 w Z K 0 0 0 U U U J O U w I F Z Z W K Z W w O °° W w W U w K O r p W W W W S U f W Z O W p W W > Z a a o Q U W Q o U N N J m N N N ti< S O W 0_ N U N O m U) J O 0 0 0 0 d < Z Z Z Z W Z S W O O O U O O O o N Z W m H U o a o W w z o= w w w J a a a a a= w z a Z w tO '~^ o m o m w o m o Ci LW^ o a J J a o -� x¢ w w w Z Z > o z Of a °° w a J > > a w o 0 0 a o vl vl a a¢ �. F- F¢ Y U O l— N? U< < m U< a o a p o LL a << o a o < w N a- w O O W p a o w n m N ^ N M N O n m T O U 0 N a I(1 6 r m T O^ M LJ O N M 0 88 O N as aaa LZLZ CD Id 419 3N LLIZ S L£LOSLZZL ))9'90, =31 6 °31 A, a NO l69lL Sl 03d mil/ /jam, 3$VO NI SNOfy .Z HSH`Nl�e(� /� I i i v W z e j h SS 3Nn Id 419 3N VOIZ SLSL05LZU � 6 ..I Z %A NO30 � OS X3 d33N � unp nn uu �aa=o yl mil ip II 7,j 1 ww / —.1 £L xem SS ld 419 3N OOIZ l,l SLOSLZZL <o N�wll i a n2 it t` N ,09'l -NO I�O � w .doll. I l GAS \ OL N SOtl )f'flZ= Sbyg OONOJ NOj OSIG 9 Is •Z /I -1 NI HJNnI 35VO Ni 'NOW. •09'1 4'904 =109 1 IV. LZ)SOlZ =31 Itl,Z t)S'Z 1Z =31 (O'0'O)0'ZOZ 31 IOs)94'L LZ =31 6L'f lZ- HWOS Hill S I ! (MS SaV.Z I)9'6OZ =31 1 OZ'b L131NI ■ �r�irrri�i^^ V 3AV N330839V OOL'/1 I C OLZ II OS7ryLZZL � le 90EZ- LZ-dMS O N O )d 419 3N £L1Z / OL£'LOSLZZL A \ \ / 3WVN 103fONd j 1S 0 II II W� S cVnNNm Nr1 II 111111 UU� co �&X� -S 41L 3N 90LZ No OZOOOSLZZL o n i1 F, W, r O N II L4 0 W Q U W z J W Z W U I"- W W w F- U) cD z O J Q W J LL O w Q. O L O LO O N O O N N N N N tzn vo o 11 .tea °a M'WN: a m 3N1-I HOiVVq �n0 m rn.0 c0 � N.1111 cli p�.NN Q. I 'mNJ wa ° a- (0 ln. w III II ® w E ma °w as - II II , M or N N °N. °N r O cm 0_ Tam +N III o 1,<j :m w N6�oln :U N�-w �I :mp E ��NN o~n' I 49111 :v II m maw II II . :c� U II II -o to a Mo .� Z IA O x 0 0 0 m� J ^N N�O� M� In w pO 1 a.N ry N Olo <pa wTNN Tin N. II rnN mF� E II _ all 11 <N 11W ww vNi¢w .. II II ®W >w 2 III ull oo. no cd O N U io II w l-- rn° . + II. C N a ' T �0 N�QWw f�OT I!)Clp 1pm II I m F^ yay E o of ati .,i o 0 _ UN �F-LY 1000 NN oo-ith w I. 11 + I W W t lW 3 N' mmU o N Ol O mt0 ea° o c_p nmN n W7 t' NO + JI oo a° t0- N ^N _ w � w c UNFtr �a B�^. 00 m aN. N :+ N.N N Om ➢ T J I _ �I A o w_ m.a^W : H000 1 w ®W. NZ m U nj m.pN�ON U�0.0o 0011 N c0 Z N N. N N NW . I N. 0 11 S U 11 W W W W W O N OZ w_ lJ n K: 0 LO LO 0 N N N N N M o I �x a Q n N U W W r O o Wa I- U)w U) Z W o U o g-i M EL � WW a F J aw a L_ L >- (D W U) Z Zg fY O U) I 2 N O LL s vF 3 Z = o_ U Qo� rn m .° I \ a eP O o z S 3 a I' o m � M d m < U o 0 W a W < O O U ¢ w o r r z m m Q' < w m Z 0 \ Nmci Id 419 3N 601Z <o Z S0�f 10g LZZL 0 w < Y M i "S aat yr ZT� \ nZaN UI 1 vna L OZ>w oama. os'rl� %ld 419 3N SOLZ 00£LOSLZU < IO M 1 m I a m U U wl W Z �cN s Y ld 419 3N LOLZ 96ZLO(�S+LZZL T I III U I W u C',4 < OI r I Lwl N M cp zk_ / - sa'p'lZ -n313 T OS 9.:II I I / dd )tl3 N f1 "E, d 3WVN 103fONd j 1S 0 II II W� S cVnNNm Nr1 II 111111 UU� co �&X� -S 41L 3N 90LZ No OZOOOSLZZL o n i1 F, W, r O N II L4 0 W Q U W z J W Z W U I"- W W w F- U) cD z O J Q W J LL O w Q. O L O LO O N O O N N N N N tzn vo o 11 .tea °a M'WN: a m 3N1-I HOiVVq �n0 m rn.0 c0 � N.1111 cli p�.NN Q. I 'mNJ wa ° a- (0 ln. w III II ® w E ma °w as - II II , M or N N °N. °N r O cm 0_ Tam +N III o 1,<j :m w N6�oln :U N�-w �I :mp E ��NN o~n' I 49111 :v II m maw II II . :c� U II II -o to a Mo .� Z IA O x 0 0 0 m� J ^N N�O� M� In w pO 1 a.N ry N Olo <pa wTNN Tin N. II rnN mF� E II _ all 11 <N 11W ww vNi¢w .. II II ®W >w 2 III ull oo. no cd O N U io II w l-- rn° . + II. C N a ' T �0 N�QWw f�OT I!)Clp 1pm II I m F^ yay E o of ati .,i o 0 _ UN �F-LY 1000 NN oo-ith w I. 11 + I W W t lW 3 N' mmU o N Ol O mt0 ea° o c_p nmN n W7 t' NO + JI oo a° t0- N ^N _ w � w c UNFtr �a B�^. 00 m aN. N :+ N.N N Om ➢ T J I _ �I A o w_ m.a^W : H000 1 w ®W. NZ m U nj m.pN�ON U�0.0o 0011 N c0 Z N N. N N NW . I N. 0 11 S U 11 W W W W W O N OZ w_ lJ n K: 0 LO LO 0 N N N N N M o I �x a Q n N U W W r O o Wa I- U)w U) Z W o U o g-i M EL � WW a F J aw a L_ L >- (D W U) Z Zg fY O U) I 2 N O LL s vF 3 Z = o_ U Qo� rn m .° I \ a eP O o z S 3 a I' o m � M d m < U o 0 W a W < O O U ¢ w o r r z m m Q' < w m Z 0 C E aoF °u MI(JM MrnM N -a N�� C r v l v W ^aJ "4 > X < N w D Z N �J w o N >c W < r w mo r � z3N Z MLL I <a OW tom, N T s +vans- sx \OW \s LOZ \am \:n 1m C, Z ..........L1_L�LL 0 w < Y M ON N \N aat yr ZT� Qof��� �1V19 nZaN ZN0 N OZ>w oama. C E aoF °u MI(JM MrnM N -a N�� C r v l v W ^aJ "4 > X < N w D Z N �J w o N >c W < r w mo r � z3N Z MLL I <a OW tom, N T s +vans- sx \OW \s LOZ \am \:n 1m C, M N o �x g 3 € �2 M w z y� = W O °W gm c f N .i ° o ut o a ¢ Z z r 3 U w O n vi UI } W U O W Ul U Q J Z VI O Z\ U U Z J J ¢ N z o o z ¢ z m = a w a m v vNi °w z a LL Lil o u. o L o vi ¢ o� _ o C, a M Q Z cWi W l` Q = " x u m ° 7^ uz z zo Z ao a= = v w w°= o v o W _Q' J w m s o o o °° w o U w v\i W r ~ z U w �` a x~ '� w a 1,. 1il W CC o X ¢ z J w w¢ ¢ !- Z J U Z 0 W Q m N 6° N° In W r 3 n S 0' w O S Z a N O 0 3 C7 a _ m w< o z z ¢ r z x W 3° U °= U U o + o f\ r rn w o z w < r M J o w 3 o I¢ w x U W r- W } a O z z W z rn o w° o m m LL r ~i ° t- m w 3 0' m g o O1 a o w o 0 0 - w >~ Q l=n Q a z o> z v z w a a Q a o z= w 1}il W w w IWir J w o f W ° z z v3Wi - Q W 1a- W I r J z J oo w w n 3 m r z= o z o w I¢ o j} < U) (n U N a cn ¢ o z o o° ¢ o m w z F° o \ N rn U ¢ o o o w 0 m m O z U ° w o v ° °^ °w g m y o ° a a w ti W a rN ° w z m m °_ W ° O 4} w z Z o r w w o w E _ o¢ j z J z o m m o pO WJ > N v Z U o LL. = W I 0_ z I w w 0' U N . U m m a 0 w U J z 2' w ¢>> H, O Q N Q Q¢ N o 0> a j z J ro < 3 x ° ¢ w 3 J �_ 3 ¢¢ � J + �yJ VI ¢ U = J N N O ¢ O ¢ W m j O U U ry� Z LI_ z 3 x ?� K Q OU H !n U W W W W O J Q Vl ril 0 U K J Q Q ¢ 0 Z W ti H S 0- (D W M Q 3 F VI ¢ O W Q O 141 Z O 141 (/� Z Z w d> a} ¢O I w U O Q = W ta S¢ Z O U° J J ° W W W H N W 0 0_ F- K z N J O J O Z J¢ O d J F- W o I- F 3 0 1.3j w Z Z ¢ V) ut ° d 0¢ } VI =_ ¢ w W Q /1 ¢ W J = w z I- d ri a J Z ¢ tL ¢¢ Z W 3 J z w 0 1� = 0_ o w 111 m a s F (/ / m 1n U N d 2° 1 1. ¢¢ o w w o, W Fw- f- z z W c� (n H 1^ v1 O K ¢ U Y Z vl cn OJ N r- w a z¢ z= U a> E a I>-- fn z °- W in in F: z z in v ¢ o a o g O °w w v v m w d J J j z vi o Q 3 1n rr z N z ¢ F .. ¢_} m m 0 0 o w w W z a¢ w m g Q w w w w lwj ¢ r a u.¢ w? o v¢�w °w o yu,o O p!^3rn =� =° 2 :2 F n0.., a m� °_ �- ¢3 F- (n C J (n w 3 K N 11 O 0 m z m z Z m o m F°- H H Z= O o o U a 0 Vl > m J ¢ O VI O O m 3 W z to >- [O _J J z W N Z w a z U z o w> ¢ W I- z 3 w 3 z J z z�¢ of ¢ o A s z z Q U¢¢ ¢° z p Z ¢� J��rzF= -'ozJOOZJ Z oxl�oONO�N\a > w - �o W > F- o W o U J W Z } W S F ¢ K O VI O o W c 00 F ° W Z w¢° O Q Q N Q m Q O ° W w N O O V- Z y Q w Z ¢? (� (� Q VI ° W Z¢ ¢ U (A O W> Z L _¢ w° w a w z= O U= W z J W cn 1n w x J 1.1 w 1n ° o w= w o w w z o U o z o Ir o ¢ vI N o U a H J 3 w J z O_ w w w O> W Z Z K U UO O Q¢ Iw/1 F H¢ y¢ J W d _J Z W I W N J m j w 10-/1 F o ~ 1¢/1 w N Q a f 0 Z X U OU OU 0 OU Z O J � OI_ Z oQQ m & 3 3 w z 0 o o 0 0 o J° w a, ¢ N z z w z w? v w o= z r O W w w w Z o? UJ Q X U J W 0 Z U W W O_ j m N N N � � ¢¢ O F- w O J W O w O U° O O� W W� O w 0 0 0= U m� U Z O O o O U W 2 °z 1w- w ut rn 1n O w w w w w o_ 1a z z z z a z I=- w 'O w z ♦'- o a J J D w> Z m J x 3 W v1 Z W > o z o o w a a s o_ a a o w o °' c� ?° a °� ¢ ° a °a o a N° I�j1 a a a U a U °� a w N = w 3 O Z oo a o In v) aa¢�����¢YO II o �W�t�11 0' N M C N O N m m U U V N M < N 16 N m 01 L-I O as eases tD r W O as aaa O d O J M � a � W lLL Z N � r N N 3NIl NItlaO ,g`�q� J y a \I` a� \ Z N 0 -7 N � � 9�bZZ�31 .b s'sai=W a 9 m - 3NIl NIVap .q q co O ✓ / /�l Z , O K- IVY 3NIl NIVN .g 444 ✓ ✓ ✓�_- -- 6L- 7V 3NIl NIVN J N NW Y¢ lLL rZ N r � N N swo'xt xa v lull I Z�mm I I oa cc Z 1 I ❑— — 4 _g' S0 OOnnECICd �i e SOMN � OM tE�218.44 / IE�208S(1 GPPNW) 1E =208 3(B10T =206? 9063- LZ -dMS Z L I, rem/?Woll 3NIIHOiVVY a 0 o% N 'floras z i r Z NM Km I N x II d �r �I •- �N a J IO11 j M L � w M1 afl 1 � '00 U �OW ud N � N � N ss was 31�6Ne � eNl s5 �• Vm3 J A °' YY xdM %c Z 7 zap I �! N J U a N t ']Ol %d— M t0 /,1 SSf� N Q r d � N 3WVN 103f02d Tjl, O N II 0 O W U W Z W z W U F- W W F- U Z Q Q W J LL O X CL In o LO O LO C:) Ln Cl) co 04 _ N N N N N N N J N Q i my rn nI NN N M:N N o y N II II + mNJ. :� m � oa O N + _ II UOm � Y JW ¢ `O u. E mtiN 0111 � n,N a� U 00 I m U SO^ N N O N ' v N a II lO i O i'i N >mow n. J !� jall- - d rt 10 / �o mm V +OW rZ a'z r N 3WVN 103f02d Tjl, O N II 0 O W U W Z W z W U F- W W F- U Z Q Q W J LL O X CL In o LO O LO C:) Ln Cl) co 04 _ N N N N N N N J N Q i my rn nI NN N M:N N o y N II II + mNJ. :� m mFa) E: O N + _ II UOm � Y JW ¢ `O u. E mtiN 0111 � \\ a� U 00 I m U o ¢° I o< NI\�01 O �n N i O i'i N It II 1 ®W W fV N a) N N mmo J� a N U o<o Sri. N I Q N a> E > ... ... . 3NIIHOld W O O. + O I: U 0 o_ ®~.0,NN C_01VNQ N N '011 II Ell ao N lnaly o N N N m o .1- b} E N : U VI lr .- a C; vi a � N U + I I N C Q yWy W N_ p O UN NFO' r ^ m II II ®W W U a 3 a U ° ON x N 'N N w�NN -C ap 0 00 "n 1n �f 11 II M NNN m J 11 ®W W NNN W_ W W mr ^ }aE 2 O is O O ww ZNZ UN 1-. N N W N _ d ml¢- }a} ENNN ° N C 10, col.0 o O� . a d n N m O. XO\ : �'-�N: w W U 3 M d N K � N ®w �� as C m . vm N O J N . O ° C. .0 �. +.. M O 0 O N N ¢d ®W U SO ? o] N O � II W M Z ° x - xj 3a —e I. I 11 11 �N f.Q vii 6 W I- I k a E .t.: .. 711 O n O LO N O N N N N O O LD M a m J W< W > U ? 0 w a ¢ O w o m m z w ¢ M Y apt ON N \N y2 dd' z 01 ��40 aZON Q UZ� 1`15 ZN6N Oz>w <00E Mr�Nr � F Q VmN ? W I -Ij > X Q of m 7 I £ (n W = O Z Wc W Q C Z Z3M. 4 Z m Jn W > Nlw/1m U aMvans- sz \sm0 \eaocw[ \am \n amrtu"lu rr rr ■r ■r rr r r rr �r r r r r r r r �r r r ON - 01 \\ N N M - \ az: 1\ O O I: U 0 o_ ®~.0,NN C_01VNQ N N '011 II Ell ao N lnaly o N N N m o .1- b} E N : U VI lr .- a C; vi a � N U + I I N C Q yWy W N_ p O UN NFO' r ^ m II II ®W W U a 3 a U ° ON x N 'N N w�NN -C ap 0 00 "n 1n �f 11 II M NNN m J 11 ®W W NNN W_ W W mr ^ }aE 2 O is O O ww ZNZ UN 1-. N N W N _ d ml¢- }a} ENNN ° N C 10, col.0 o O� . a d n N m O. XO\ : �'-�N: w W U 3 M d N K � N ®w �� as C m . vm N O J N . O ° C. .0 �. +.. M O 0 O N N ¢d ®W U SO ? o] N O � II W M Z ° x - xj 3a —e I. I 11 11 �N f.Q vii 6 W I- I k a E .t.: .. 711 O n O LO N O N N N N O O LD M a m J W< W > U ? 0 w a ¢ O w o m m z w ¢ M Y apt ON N \N y2 dd' z 01 ��40 aZON Q UZ� 1`15 ZN6N Oz>w <00E Mr�Nr � F Q VmN ? W I -Ij > X Q of m 7 I £ (n W = O Z Wc W Q C Z Z3M. 4 Z m Jn W > Nlw/1m U aMvans- sz \sm0 \eaocw[ \am \n amrtu"lu rr rr ■r ■r rr r r rr �r r r r r r r r �r r r I 7 II o � / AT �I . J C\l Ngitr+�� r N 1 1 \lI f` �3 w U U 1P UmNM N� ^^ll = N 0 l� N NY I� W WON N r ss . Js, `rj "b ti Nam � / w N O W W F- ON �b1� C\2 ~ / CgZ $z\ SS z W J a U 0 n66 r nm. C9 �w Z OJ rW U = V w p 3 O to U o rN Z a N s LL O p z- 3 w W Q ° ¢ a Z w Z VU I 0 x Q x U W H 0 Ld O Nr o Z m U Z 0 \ < O Z fA w° U W m Q x p Z J V F_ J 3 m w w r O 0 U m w �` W ti w ? w a° w U Y W o J ¢ o x a N U Q _ Q H O N W W O W Z F O ril LL a} z U z F 7 K 0p Z m 3 Q p j Q U K p W d N 41 z w 0 x z in J J N o 0 3 O U m w - z 0 a g° w °° w° U w ai x U z w x x U w rn x o U o 3 ¢_ W z �- 62 m m 0 X ¢ X w m o o z w w Q Q F z U z N Q x a a o a z a z a r w m n 0 �_ w z `° a 0 a o w 3 x � � w >> x cwi 3 0 U 1 or M U U 3 0 a O Z Z w !n F U z O N O O K m Y Q Z O Vl W O m m w w H 3 ° m w H In o H J W W �O o W rn~ M° m a W M a O W O O Z w d= QLn Q w J (� K> W V1 H d O ti z 0 z ° z w 0, 0 o U w W U Y w U J W in 3 a z= 0 a W¢°° Z m o w 1 Q w° o r'w a¢ V ww0 r rn a rn ¢ cn z° w U° z s z (^ `^ g¢ a a o m w z ° m a 0 z ° Z N w, rn U w¢ 0 0 0 w 3 z Q a L➢ J o 0 p z m 0 w W a w w w �` pW !Y Q m Of S m Or Q D U Q °° N W Z ¢ w J F a a 0 Z O m w O o w> M Y Of w m° ° Z tr N ¢ S D N W r V) Q D M aQ 1- x w z Q N O U> Q W O x g W Z W h o N d> N z J r Z 3 Q N U m H O ¢ 3° X N f Q ° U W W W W i° Q N Q H W p a W Q W m J 3 J r O J Z U U U Ir Q Q 1� z° M f .Z CL O X 3 J U F 3 r �i ¢ o W a x j z 0 J In z o z Q° a J z w o a a° w° 3 ° z Q O ° ¢ x W o a z r N In 00 I= Ln w Q w J o a r- rr z �- ° 2 W z a W J Z 4 ¢ t� r z F 3 3 o w w p N z w x 0¢ m x x g V a o O w . O J m F W a Z Q Z E 2 O d> a W F>> ~ oU 3 w (!i Z° W Vzz (Z-i1 F Z Z w. a U Q O d p J W Q Q U r 3 z J F- Z O 0 w z a g � U o Z N 41 1- F K In F, Z w z� Q W F w� m m W rr m> o J 2 r O O p W Z- W (n W a� Q w z cw7 a U� Z F- ¢ W m g¢ W W W W U Q 0 I�} d N y m¢ w z Q V Q ♦v w O w w 0 dl Ln o w Z W o w m z z w a Z p �n 3 rn x s 2 z N w U U r z= o° U w U F- Q g z rn w¢ a s a o ci a a 3 a o w> m p 0 N o m w> J J w a z_ N_ m z 3 w 3 z > W o° o `� = z o o z Z z z a Q w Q 0 z z o Z or U N U p Q qa E a> Z U Q 0 z a Q cwi Q w °z a U in o ~ W r J yJy F- p 2 6. E U a' Vl z 2 N Z= N Q m Q W �_ w W N tp/1 E° Ci X Z Y tr ° Z z vxi O O p k Q~ U U V Z Z N ~ I- w> o? 3 vi Q y a N¢ o° In a H °- < e x o x it `�' ao J U W~ x > r m m Wa ° o a o 0 0 J F- 0 O o° W a m m D J z w N w w- m m w N o r- ~Q \>> U a a w m w V U U J N r V Z v¢i w w~ m m m m °QQ m\ U U U U U U U o 41 Q Q� x w to a Q �- z z w rr z w z F O W O a 0 3 2' O r w 0 0 0 0 O° N U 'Q C) W Q U w J U N N N N Z 7 a O Q z Z Z Z g Z T W F F F, 0 Z W m w W= W W a. W J a a a a a W Z a a Z W N O m p m W O m O a' N O VJ a J J w Q O J X Q W W W Q ZW > O Z K F W y-}>} }}}} O W O O p a 0 UI (/1 a a Q ¢ Y U Q II r N z Q tr U Q a O a U 0 w a Q Q U, a U F- Q N W. 0_ K O �L�ZI V N M a N 16 h N OI U LJ N M Y N N W O N M � U] t0 r a0 O � � N M C N tp h N 01 as aaa I 7 II o � / AT �I . J C\l Ngitr+�� r N 1 1 \lI f` �3 w U U 1P UmNM N� ^^ll = N 0 l� N NY I� W WON N r ss . Js, `rj ,49Z- IV 3NIl NlVW .9 J 1 a VY m $ r Z ss N ,Z"- IV 3NIl NIV80 .9 .1 J / a 0 NZ N N SS 7 IV l . 3Nf1 NI'*d g J V a V 90EZ- LZ-dMS R I 1 3 m� 3 z ��a n Z� W a re O O O � � /' O W1W1N Z F W L / o ` I N II V r ��1 o C 5 U G LU "b ti Nam � / otiati = y N O W W F- ON �b1� C\2 ~ / CgZ $z\ SS ,49Z- IV 3NIl NlVW .9 J 1 a VY m $ r Z ss N ,Z"- IV 3NIl NIV80 .9 .1 J / a 0 NZ N N SS 7 IV l . 3Nf1 NI'*d g J V a V 90EZ- LZ-dMS R I 1 3 m� 3 z ��a n Z� W a re O O O � � /' O W1W1N Z F W L / o ` I N II V r ��1 o C 5 U G LU J a � L M � 1ST � W r1 r Z Nr rN N 3NIIHOlVIN a O o � N o N M \ I d N O a LO L° -It N N N N N O 3 z O ° w LL z O W 0 O tz Q GO z w w W z O U Z Of F- 10 W z z W O Q = V U O LO V V Cl) C0 N N N N N N N N N }m W W > U O Z K W a f ¢ oO '0 m m / zo N O W W F- ON Z W ?o U $z\ W r W J1 d19 W J a U 0 n66 r nm. C9 �w Z OJ rW rN W J N s LL O J a � L M � 1ST � W r1 r Z Nr rN N 3NIIHOlVIN a O o � N o N M \ I d N O a LO L° -It N N N N N O 3 z O ° w LL z O W 0 O tz Q GO z w w W z O U Z Of F- 10 W z z W O Q = V U O LO V V Cl) C0 N N N N N N N N N }m W W > U O Z K W a f ¢ oO '0 m m Fas 1 I 1 hM C Ny mM L NMN M � N �I O N °m0 X Q � I Z J ti N w 0 aq W of ¢t W Z w -tier z 3 M +' Z s w Sfi J O Q� t° U 3WVN 103f ONd O O + 6- -ns -SX \sea \6— a \am4n a- N u �w w �w �r w� w r � M r �r r � ww � w ■r � w zo M ON N \N �Gt Nr 3 J Z m -i a 6 0 Z< N J h r W J1 d19 U Z ZM0N 0o.. O Q m m Fas 1 I 1 hM C Ny mM L NMN M � N �I O N °m0 X Q � I Z J ti N w 0 aq W of ¢t W Z w -tier z 3 M +' Z s w Sfi J O Q� t° U 3WVN 103f ONd O O + 6- -ns -SX \sea \6— a \am4n a- N u �w w �w �r w� w r � M r �r r � ww � w ■r � w w N z 3 0 U w a O Z = W O w o 3 o N o a w z U W S w Qz� ° w a- z �Q' o° O N J w 0 4 z W N U Z O_ z N p J\ U Q w p Z N CO j F- w w O J F N 3 O z; U a o Of Z Q Z U U N Of W W i z W o N o S U W W 0_ F- U Q Q F- � ON w W O W F z T O 4 ayy Z Q j V (r (] LL D_ N 41 Ld J 3 O U m LL O O N in Z o F a m S U N = x lwi N S o o p 3 CO J W m o f o o °w o w °° W V\1 it r Z t°n W ¢ S r W w Q Of Of X Q Z J W w Q Q I Z J U z N w m o p ° VI W H .-. _ x D: W U U 16 of 3 (.0 U m r v=i w z S o! z r a w° w; p I¢ w I- x U 3 w .n.. o r d O Z Z w m z N O F w o O m m 4- rW- N° F= m ?.i 3 Cr an d °¢ ,°i,� a o w o o o a= f- O o> z W z N a p 1- a ° z W w vri W w w w y w 'o o tY w z z W a�U i5 a1 --3 U'z=o�Jp�Uw a�Of z =° °a 'o Of ¢ w°o¢o 00 w w 0 z cQi p x o N w u' o g Q m m o: o z z N 3 z Q m J z o 0 o w W¢ w w r w w = m o° a °w U i¢ Q w z p Of m o Z o w? N Y ¢ N ° U> I a a l w 0 F ° N N ^¢ m° o ¢~ ¢ w m N J J z o w 3 U U W r Z O Z 3 X J r Q oU N a> N Z r V W Q W W W J Q N Q U K J Q 3 Q Q m O 3 Q o �i a o 4i z o J z J z m 0- o N w U ° a J S W = Q z ° �- vi J o z o a w o of w z z Q N N° a - Q r In ¢ Q Q W J W Z a Z ri N J z 1� ¢ tL Q Q z t� 3 3 z W o g w 1=/1 N m 0: O Q W Z m d d (n N U N a S° w Q a o w w o„ w z z W o N F o: ° o Y N N 0_ p-j N f- w a z Q~ z�= o a> s a � (n z° w w< n F Z z, 1 � ¢ if 0,° a ° g a° W��� J H Z z N U¢ 3° N z ° °° W .. a W m m w W p w (!1 IN-' << w z cw7 a 3 z U O r0 O r w z_ Q. a a N o. o Q> 0 N 3 0 S� x� o o w � W Q Z Q J� m a< 0, �� U Q 3 C J a w 3 W w „-' W '� N °� O m V w U Z m Z w w 0 JLL N w ¢ 'm o o Oi 3 w J J N Z W N Z 1i O W fC m Z m Z tj CL Z F U O O° U U lr O O N> m J O° W> W z 3 w 3 z J z z o= ¢ N¢ o z z U¢¢ ¢° z Q J r w o° o o o z J o o z J Z o x U o U r U ° \¢¢ 5> Z z ¢ tr w S w a w° a° 000 E- F> ° w z a° o Q= a= O U w z N p N o N U r< w Z Q z co U Q N ° a U N o V 0 0- F- J Y F Q W o z w N Q v=i N a (^ N o U On I N a_ F Z J lwi ; N N w U_ J J Z 0_ O, w w Q U W O> W w z z z x Q: ZZ� U ooW >oJNw =Na�ya w� a U �Q�zw °w��mo °v°-i '`'o f- v¢iw��N <a�� °X000 O Z ° N a w w `" ~ 2 m m m m m m o x D o I- N N w � o g \� o o n- f- w m w _J Cn H o m r\ U e U U U U U U J w 0 Q 1 z z W Of z w z 0, U W r o z r m 31: z c) o Q X U J w f- U uWj OWj ° W m N N N ^^ I- ¢¢ CO W J W° w° ° °° O w 3 O w >p °° S p w U Z o 0 0 o Of Of w I w Z LL O z O: a J d a 0_ 0_ 0_ 7 W Z fL Z W N O m O m wW O Q O Q a N O U) 0_ Q Q V d U Q W N 0_ 0_ 0_ Z W > o z w F- W >> y. yy y} O W O O F- N z Ff f O Z O° 0_ O N N (L d Q F� F- F F Q Y U ^ '('f^f II N n < N t0 n m Ol ON N n d' N (O I� 6 6 U V (V n < N ,O r�6 (P U O ISIS N l0 t` DO O ON as aaa �3 (3 90£Z- LZ -dMS 3WVN 103r0ad W N i O N II C O 2 W a U m W Z J w W Z w U F- W W 0.' F- Z O J W LL O X CL O in C) In Lo L0 "t N N N N i� O. 3NIlH01VW m l m Nc-4 :I��NNN .INN II II � - : a �Nwwwiw m ° m�ay��nN d it II N N Y II II . NK W /-mNN II II, W LLI�NN m F N a E N W W II I W O Z W W ^ I— itl O 3NIlH01VW' Q L a ,901^• f1 3N NItltlO ,9 m H�-9 - d r.l I MI cU C) U I I, _ 13ryNO e 3)3 Q j ry9d 3N W z arc a o •Sq -\ \ N , a w b! d N u N o :?4 �o< M L D OR II II � ®;ww .N ¢ Q Ot 6 \ vl ao . N ul II II .w w \ Noc^a IIII N W W /iJJ Z w z w N> M Q �U O\ e WU; Moo Q $ U I I N n l0 w NdSy p7 vi ¢ w .. .c ti ah 30N33 DOOM .f Q u (J N N J ° > 1 r9° rGi co o N Z v`"i N Q N Q N Q �fI�IIM1.1 ,'• U N / ab blzdd<: I N ON3I 38V/, ,f z "° (M dJ z e w> rn n 9 p W I N � �ozsZZ�,O o a II II N a � a Ni 9[ ` 3NI11-101VW H�ySS >Zo FZ:3, OS . - •._ g' -._ Odd, $h �3 (3 90£Z- LZ -dMS 3WVN 103r0ad W N i O N II C O 2 W a U m W Z J w W Z w U F- W W 0.' F- Z O J W LL O X CL O in C) In Lo L0 "t N N N N i� O. 3NIlH01VW m l m Nc-4 :I��NNN .INN II II � - : a �Nwwwiw m ° m�ay��nN d it II N N Y II II . NK W /-mNN II II, W LLI�NN m F N a E N W W II I W O Z W W ^ I m e�O N R 3a I 11 1II Nw II NZ III II m w o C � N p II II I I ° O II II N_ Ictw N I .mb II .. I.I. II II � ®;ww .N c_tno N of ai vl ao . N ul II II .w w o .. .. Noc^a IIII N W : ENO : Q UQ II �.No.W IQNCLE 004 �U O\ e WU; m� CJ N I �� II II a� - U x O�ZN N o W W vi ¢ w .. .c I m e�O N R 3a I 11 1II Nw II NZ III II m w � N ° I Nywy UN �FK pl�l� ��NN N I .mb II .. I.I. c_tno N of vl ao . N ul II II .w w w; a . I II o�ll O UNI tV :3¢ -K:N oil U x (J N N 0 a 1 II N .pi " U 1 00 / / ^ p o l II NN IQNaw E mu O w:w gym` 7 II II a m\ -3NI :_. O In O u7 O U� Cfl Lo Lo V V' Cl) N N N N N N O n m J � W > U Z � J w W � a Z � oLL m m z W Q n Y ON . 3 a Z < , oz U 0 U z¢ N S 31 b19 ZNN O Of Z>- W . .O Q m CL amnE ao, n ?' IT 1 • I I I �mN C r I� K z wC o •+ N > Q c t Z Min Ld > 0 "b ~o J_ 0 N f/1 Oi U ewbns- s>< \oxa \sooC,oz \am \gin amNnu �w � M �r r � � � � r ■r � it '� � � � w r 90EZ- LZ -dMS 3VIVN 1Z)3rO8d ED O N II O 2 W Q U w Z J Of W F- Z W U f- w w of F- 0 Z O J Q W J LL O a L) O 117 O CO (D Lf) Ln N N N N W F- O Z W W O 0. O a w N II II C. I I 3NIIHOIVW O. of m (3S t)el0�, m N' z 3 O W E - � 9JHrya N+ II NLY' W "W N 'o -'y/ aN S W '''vNj as N ! ¢f'aE U Ir O D x w O w z � o N F ° 3 o U Z m U mF }ENNLV rn Q z p .n. N 55 ^l C� b ' U w G Z w w a' z I N `o O0N�O bM O O II °N o U W FU- Ln w 11 N o N F- N F x Z ¢] N U U Z J_ x z O \ U¢ va N U ° Lo °N< o x Q n U �- o: N N W W O 7 FO- N 3 O? 3 U + It nN xj N y U m o It Z Z~ m x J Q Z x p J �1 v _J j F- w ¢ m U N w W Z O o S 2 o L-j d VLL NQ I W K W o j n�� �� W.n I N o W 2 U IJi a N °> as L Q N boa N¢ N X U m N o l0/1 o Z W U !W-7 w w x o 3 J J I N z p~ d w m g o o o° O U w w U: x V I z U w Q f0/1 x p w¢ x~ w w a m �Cc r¢ U X Q Z :. , . J° z w¢ ¢ F z U Z N z ¢ 1�/IQW I w r" w w m N p f z N O ° O } O � 3 U a w x mom z o \ r N p z o o o r a z gamin I F J o w 3 p I¢ �-��o° w 3m N N "ovon {{nn w�NN 3¢ U 3 o U U U x W F vt mgo�°'¢ w w° oo o cD:. a_ 0Z II It � � w� r- j w w U N W ° o z z a p a a o N' Fm�i w U r J U J z w N w w° w w o N CO J a w p M a ° o z z w w F o w w Q U)Q U NQ ¢ z p w N d , Q J N z J O Ua F Ul~/ w x Q 3 p W Z? O O a C w \ 1- w m U °° Q o o o O Ld W O Z ¢ w X 7 N Q N J Q U w O n m w O Z U Q Z N 6 a n W N vl W 3 Z o O> (3 tlJ Sp !3)N rMf 7 y91JS221p 1 y.7 . a m J U N K W p W Z o ° O . W LY W I-i o I m o x m 0< p p O , W z J w a> Z o d' W O N Y fY m o O w N o 0 IL W r U) Q O on ti x W p z I W K K x g W <z O U> N a Q N W O Q o > Z OO U N U m N ° ¢ K O U W W O N � o ¢y a a N W N Z w Q I U (L' Q 3 Q Q N z W _ Z� W O M z 3 x 3 J 1~/1 ¢ W W Z O Z II Fg. o jJ9, I HnffSZ9b2a W W a z O a. da 0 w U ° 3i U H f x Q z O _° J J N° x J M II II J ®wW N (/) W o� O Q O J O d FN- K a z N Jz IJ-i ° Q 1� _ J w }} 3 F Z F 3 3 w W W p W zGG ¢= N N° N O Q N m N x x °_ N Q W J UQ J v/ N U z lei, a x o lg -� Q O Z O J W W W a Z¢~ x a w> a w H~ in YJQ- ¢ Z Z W } z Z° m w N N H Z z W IW/l F V NaN'�Iw N w W w J W N N Q W z d (L Q w o a ° g Q o° W z � Q N J Z r- z U O 3 Q = Y in m - O I W O j I I U Z N yj x N K Z z w Q z O p O -j W jR W z Q¢ W m g Q w W W U J Q a¢ = J a J J W U ' w 3 W N -� U N Q W W W °vi H Z W N Z w OJ W m Z m Z W a z 3 3 z J Z m m U F W H Z x O O U F- U z z z rr ¢ N¢ o s U F- O n' O o> m � O N O O m 3 w U ¢¢ Q °° 2 K W> _ !99 _ e t N a O U w J> o p w a c9 J o J o o z J o w z w Q U °° Q x z a x Z z o x o U r O o \¢ ¢ U w z N N° N p m g> w Z r X w w x o w ¢ w o N o g a z o o Q N^° zQ o N o 00 F'- 0 2 N W _¢ s O In z x N z x N¢ m a J Y~ w> o? w ¢ N N¢ N N O v vxi w O a H O w z r Q w z J w N N w w w Z o m~ Z O w o w w N °w °w m w w o >> w z z z z pZx Z O oow >o N ,�i =N ¢� ya x� t- U NQ =zwow JomF =UC? N Wm a z c°naa o o o a W O Z J ° m O\ 3 w z U U U U U U J° QQ F- J U W � Q N I- Z Z w Z W z F W J U O 3 O UGG O O J U K O W¢ \ w H H O Z r m m p W W W w> N N W x W¢ J Z H X K W Q W Q Q I+I o w m j m N N N (~/I ¢ K n VJ a O Q z z Z z J w Z O w W 3 O F m O O N Z i m U U O O O W z o= W W d d 11W. d d= W Z d Z W N O m O m W O m O ri1 K N O n r�} 4' J J (1' Q r o J X Q W W W M O > O F o o O z d O N N a a Q Q Y U O F N z U¢ H Q w U Q d O d U d Q Q U F- d U I Q W N w tY lY U �w V N M N n 00 Of U O as 68888 O N as aaa 90EZ- LZ -dMS 3VIVN 1Z)3rO8d ED O N II O 2 W Q U w Z J Of W F- Z W U f- w w of F- 0 Z O J Q W J LL O a L) O 117 O CO (D Lf) Ln N N N N W F- O Z W W O 0. O a d M Y II II C. I I 3NIIHOIVW O. of m (3S t)el0�, m N' d SZ 1 ` I E - � 9JHrya N+ II NLY' W "W N 'o -'y/ aN S W '''vNj as N ! ¢f'aE OOOn w>i r�inN U m U mF }ENNLV rn II p .n. N 55 ^l C� b ' U O r e -ry¢ N `o O0N�O bM O O II °N Ln z 11 va �o III Lo °N< U n U as a � o: 3Q + It nN xj N y U O. C^\2l U N F VLL NQ I II¢ Z n�� �� W.n I � °> as .I z N boa I I iii N U I •• I U: o _ Vf Yl ° C'7 0 N b°l�1e55 Q F �Cc r¢ U �IW :. , . 1�/IQW I w ON I I I U N N "ovon {{nn w�NN 3¢ Z o cD:. G II It � � rn z ° N' N N MN II N w IuL� C N 'oo f .nmm II o : �:^ O CO o o o N ^l __ _ ffl NQ Ul~/ w wa n C N -all mFa:E IV LV V I O n III ° ri 5 f� b18SS2z ii a n (3 tlJ Sp !3)N rMf 7 y91JS221p 1 y.7 . y U SJg. ZSZa 3i � � I m o w Z 3— a> II as on 2 OO C\2 ¢ w zs W N ¢y a nU S 2 N C M l(2 o Q m O� II Fg. o jJ9, I HnffSZ9b2a m \( N Voaow \ 3i no u M II II J ®wW N II o� 16Q� S) o x _ a 3SbIS /O 1 O �Hi SSbH 3dWb ry ti ry�W 6 z N1S �N I NJ . v/ oc4 NaN'�Iw N w W w II z � Q '�Ol xddv ON 5� ✓ ti Q ' O ^ l� _ Sb v a r U O N I I U G N Q All N,V 901.• Ib (; 3NIlHZ) U ' I 1 f b m m _ !99 _ e t 90EZ- LZ -dMS 3VIVN 1Z)3rO8d ED O N II O 2 W Q U w Z J Of W F- Z W U f- w w of F- 0 Z O J Q W J LL O a L) O 117 O CO (D Lf) Ln N N N N W F- O Z W W O mFa }}:E a� II N. UNFK� t�i,4w II w mo it c I I O O N N ®'w H M N N 4 NN II II ® ®WW I III1 UD 0II II ry.a N (V N N x O a d M Y II II C. I I 3NIIHOIVW O. of m ZQ N N' M N c N N : - oama N+ II NLY' W "W N 'o :nv�iN III II 0 a n WW ! ¢f'aE OOOn w>i r�inN m U mF }ENNLV 11 11 II U �o -ry¢ °� I II °N Ln O f 11 �o III ®w U Nam. 3a° � as a � o: 3Q + It nN xj N y U O. U N F N N Nn N O,W W N "NM x I Onp ap: �z II m� -a E 1~i�NN. I I - O w W. I U: o _ 3 n u aN a a � N' �I a� N W II . 6 . � :. , . 1�/IQW I w ON ®w as wD N N "ovon {{nn w�NN 3¢ I I C<O mli �N NII JW .. o cD:. . II It � � rn z ° N' N N MN II N w IuL� C N 'oo f .nmm II o : �:^ O IQ °a>E a ri m LMp f-o�nN ai olo:vmiNVL. Ul~/ w wa -all mFa:E IV LV I.I I O n III ° ri m O N. .. .. U NN I I ® w 3— a> II as U I m+ U Noon _ .z it O. N.�O W ��.. -d E O�,M n II nZ U w. I �ir M II II J ®wW N II N' w . oc4 NaN'�Iw N w W w II mFa }}:E a� II N. UNFK� t�i,4w II w mo it c I I O O N N ®'w H M N N 4 NN II II ® ®WW I III1 UD 0II II ry.a N (V N N N N N N M Q J � w > U ° O w a w � a Z 0 Q o °z O a d M Y II II C. I I yiJ Ns3� O. V60 U ZQ N J N' o <° °<. ao II II I I 3NIIHOIVW c V O p oama � I0C,NN :nv�iN III II 0 a n WW I I. .. .. .-N�I m U mF }ENNLV � � N N N N M Q J � w > U ° O w a w � a Z 0 Q o °z E VOM V <On I I 1 � x d M Y m 000� 0 vov._ \< yiJ Ns3� zrn� a°w °Jn V60 U ZQ N s:� a Z y J N oama E VOM V <On I I 1 � x aw"ans- sx \swo \saaloz \amVn am+mu � r w � � � ■r wi �r r wry r �■rr 'ter � � � M w m 000� 0 vov._ > XQ N s:� a Z y J N Nil z z 3 M U N U «CVVV aw"ans- sx \swo \saaloz \amVn am+mu � r w � � � ■r wi �r r wry r �■rr 'ter � � � M w w z 3 0 V w Ir Z = W O W o 3 o U U d w o S ¢ z o= w w a z o vi o w r' ~ O to VI H = N VI N ° W N Z K O j ? z o Z _; m¢ w Z Q o m = Z U K Z (~/l J J O Z J J LL W¢ m U¢ z d w W O N p J r ¢ H o ¢ U w W W d 'o w a U o J Q w° d N ul H N W W O W Z F o r a} w p } z m O o 1=/1 z U z0' F a m i F ¢ = U W w= O U z U J 3 o g O m w w W p ui o V 3\ r- V U w L` w z F 3 m m X Q Z m w w Q ° O¢ I Z J U z o w IQ m m p N o N W H 3 is _ < W W of of O Z ¢ o- m o z z ¢ L.1 z F w r w U 3° v p r ° U V O �� U' ° � r N W U Z w ° w r d O W 3 p I ¢ w x W r f d O Z z w z N o' W o m m 1+- N° F m w w m g° ¢ W w° 0 0 aa_ t� Lr w w o rn a J a ° w V r �:. V p J o J w o "� a ° o z z W Q N Q ? oo r � ° w D° w w In 3 cn z= w p n :<2 � o r rr rr U ¢ w¢ N Z O U O F U F, Q o w z ° ° w N K °i U U ¢ O 0 o Ld m O z o o o w W m� w N w w m m o¢ o m a ¢ w Z o¢ w o o > rn m Q O p O N W I z J_ F- m° N O O LLJ< C) W Z 4 N O .1 > I a. Q 1 W o ° N a lY m O p ¢ ¢ W m J U J J Z O J 3 U U W N Q O 3 g w a° N a> N z J v~ < w W w w w o f N r o V GC 3< V w M 0 4 3 1- vi ¢ o f a �° J z o J Ln z J z w° a a ¢° N W v 3 ° z ° a= w o a¢ z =Z, >° < N ° w z �a z ti In J z ° a -¢ o a¢ z I W 3 3 z w° z w= rn z o_ N °w ¢ �^ m m a w -j 0' O-j N w m o¢ 3 z N o a >� a w>~ co z° m w in -Z z z w N U ¢ N o w o ° mo o° w v Jl-0 °z n N < F° w z N� z¢ a w° a =} m m w o o j� w� z�� a w m g Q� O a Ln ¢ w?¢ .°-J U¢ w° w w° di In o 0 p rn 3 N x 2 Z 0 w w FW- g z o w a a ¢ w _ N J N z w w N z W o w l< m z m z w a Z m o z x° o V V F p a o 0> m m° N o o m w> W '- z 3 w 3 z J z ¢ rn ¢ O om Z z U Q¢ ¢° z H Q J> o p w a O J o J O O z Z O x 0 0 0 r U 0 \¢ Q I> Z Z ¢ = N w¢¢ ° a O 00 o W 2 W a U 0 O Q =?¢= 1- J Q V w Z ° to ° U U K W ¢ z O C7 a vt ° k a V UJ O U) W x¢ V rn z x N z x `^ a m¢ w w vl cn Ci w z} w w° Z o° W= o w U U V N J Y D- W O? ¢ n rn < rn N U V N a F- z W w z ~ O w to w w¢ p w p >> w z z z z W Zz� O o o¢ o° m x ^¢ °¢ of w a o f z w° w J om j w o - o F- m w w m a a r x o 0 0 —1 O Z ° m In a w w o mV v v m m m o w¢ I- z z Z w z F v w° '°' ° °' Z r it w W w w w Z J F- J I- F 3 3 w z J V w J V o w o Q m4 o o J w w¢ V> vl in w x w¢ w Z~ U W °° W K N O J U N N N N¢ 7 (n d O¢ Z Z Z Z J W Z S W 3, FW- !n Z W m 4- U o o C3 F- O 0 0 r} U 0 0 0 W w z W p= W W W. W J d d d d d W W Z D. Z 2 N o m O m W O m O W 0' N O :!� K a J J !r Q r p J X Q W W W W ZW > o z o! °° w d }} yy.. }} yy.. }} o w o 0 I- N z V a,¢ V¢ o_ o a V W a ¢¢ V a V ¢ w rn m = O LZ� O O 0_ O M N a a¢ F- F F- F F¢ Y U II U � N M ? N c0 h m °, °N N M t N [° r N m U U V N M < N 6 h m 6 LJ O se <a(O r aO O N as Qaa O I d, W M ¢ N �]Ol XdaY In oa �k ss ° < \� NU �` 0 �a 2 Z N ¢ O> I� M / O o �� NM N ¢ _ N U ^l0 J�y�S�N�rp FA 90£3-L3-dMS Z6o L��N?LdW Fp.' li Ar U z O C', as N < O n O z Z W o > r Q COO N W W Nf P�xa ¢ � °nl ss � U W dd� 1 3i 3N�WHOlb6y' r W - m z w @ m � n ¢ II Oa J�IXa} Zl N i V xaa} W o O Z II Q z � J Q W 22 NQ ^ V O S ..__l. c 1 ,e / �j Amy' M N � I N ¢ U) 4 32 SS �a 2 Z N ¢ O> I� M / O o �� NM N ¢ _ N U ^l0 J�y�S�N�rp FA 90£3-L3-dMS Z6o L��N?LdW Fp.' li Ar U z O C', as N < O n O z �I ¢ N ¢ L7 t7 V �r J,_ w Z W N � W W r¢ U ca W dd� 1 U �I ¢ N ¢ L7 t7 V �r J,_ w Z W 0. W W Z ca W dd� N V U 3N�WHOlb6y' r W - m W � II U o N i 6� o N = Z II O lO J Q W 22 NQ ^ V O S ..__l. c 1 ,e / �j Amy' M W J Q C) I to U) W W � a 0 Q IL �= z a z W mll . W W Z ca W dd� N V U 3N�WHOlb6y' N¢ W �V W ' U o N III J 6� I4 O lO J Q W Z 0 II \ J O 0 ° LL 0 Q IL �= z a O LO O Lo O co t` t` LD Lo N N N N N o� ti U co OQ / r U a u I /•!Il I -� � W N¢ O LO O Lo O co t` t` LD Lo N N N N N ti U / W Z � W N¢ 3N�WHOlb6y' ]oDU 55 m r ' U �J NN `QaJ N : 6� O LO O Lo O co t` t` LD Lo N N N N N LO O Lo O (D Co Lo Lo N N N N \ W ° > ¢ w > U 00 Z a w O ¢ ° U. w O r r K w m m Z ° w aMY a �m <Czrn 1b15 Zoo. Z } W Nr7NL nmM G" �.� K Q� � w I In W z z ¢ we 64Ss' W <Ii dK z Zan ff Ld ¢ o .- C) 3Y4VN i33fO8d O O + 6— nS- SX \66W \fi— oL \om \:n 31YXN3 u 3NIlHOl`dW m <=:> . m r ' ±NCI x �MWw. 3a° I II : . I4 II a= II \ �m \ °o tO II to N N W � a N� � N a N C <O wx 3G °,II NtMO N II + II J W M w II O - � N ¢+ U¢ u - II w mN ¢I ^ E Na �o mlo' W�NN' NQw :O .O II ..+ . CD :M LO O Lo O (D Co Lo Lo N N N N \ W ° > ¢ w > U 00 Z a w O ¢ ° U. w O r r K w m m Z ° w aMY a �m <Czrn 1b15 Zoo. Z } W Nr7NL nmM G" �.� K Q� � w I In W z z ¢ we 64Ss' W <Ii dK z Zan ff Ld ¢ o .- C) 3Y4VN i33fO8d O O + 6— nS- SX \66W \fi— oL \om \:n 31YXN3 u m <=:> r'.wo m N N N� � N a N r m NCI N WZN wx + UcA IN- W N O< W N ®W W I II LO I II N N ® LJ wa °W I II - II U= 0 11 Iv II O N N ANN W_ N Z ° .CN - - + 10 m N W I¢a� °II III - \ \ vii a °w <. II :II II .®w. _. V O I -:° . it II N N W LJ N m ° II II LO O Lo O (D Co Lo Lo N N N N \ W ° > ¢ w > U 00 Z a w O ¢ ° U. w O r r K w m m Z ° w aMY a �m <Czrn 1b15 Zoo. Z } W Nr7NL nmM G" �.� K Q� � w I In W z z ¢ we 64Ss' W <Ii dK z Zan ff Ld ¢ o .- C) 3Y4VN i33fO8d O O + 6— nS- SX \66W \fi— oL \om \:n 31YXN3 u 90£Z- LZ -dMS M 0_ W > U Z 0 J � d Z O U lY 0 w M ON, F \r LO N aOt N zQ N Z _N O 3 <00N z Y w o ¢ma Z N 0 ° O 3: O U 5 d Z w 0 W Q Z z w w z = O jW .O 0 V¢ N ; U Q z W m w x x ti ¢ m LL Q ° o ms= O Z IV LZ Z U U ° zm z U O m ° x O w o w X Z Z z Z O ° w O w O 0 O ¢ > Z 2 z w o z O m F W o O / vNm i v ¢ ¢ da Vf °m z w Q v o ° z z m °z 0 N L11 w = 0 x c m z x o a a 3 z w ° ° M N o Z O Q V¢ z Q mW O z N o LI W VI Q O w ° Z ¢ > a > ¢ U Q ° a ¢ m Z CO w o o -j ° ¢ ° ° a s a N z 1- VI w Z z a z z .O z am Z a ¢ d a N°~ t= Y l 0 VZ lQ O +0 l N Q Z X Z Z ? N O W V Z U Z W a m J FUO 0 DN o ° w o z v z W < Q z o Q W O W Y T � 0 0 Z} U ¢ o N O J x Z ¢ o Q W ta F < J N w N z 4 O Q mm W m Z K w z ° Z m U m ZJ ° z ¢ 0 0 0 N O U O m N> O N 6 0 cd 3 w 0 m ° O z Q 00 ° O z o o z w o ° Z o U U -:2 ¢ a z z O N Z z z U O x N w z Q Q w a N w Z w Q< ? N< z Z O W > H 0 w 0 m 0° Of O N ° F- w 12 :� X IV O w z m O Z m O 0 Z U U U U U U J - FZ O W X W ¢ Z w 0 W W z W W W \ Z N Z V w J Q W W N N •^ VOU_ 0 N N 0 0 O O Z Z O O w U U O O O LU > H ") w Z Z O w - W (L (1 a a 6. o Z a J a Z W m m m o o K N o x ¢¢ ¢ w 0) N V z Z > Z w o W 0 ¢ ¢ V Y U IO H U¢ ¢ U Q W O = O w _ N N M 4 p W O1 N N M 4 N O O 68 Sass(m) O � as � as O O Ln O m N N N w �q U L a N < N O J O :ao ^w x.00 � C4 —mm 'UN FO_ I M ®WWI C_N W I N NOW x O �QN OM O O N N O m g 1E o is % 3a . a a W� a/� p.. Lf) a \ �ktlaY IS / � O z II � r Q U T-8 - _ � O . . . . in N C ON 0 > .ml¢ --NaE w17NN and OQ ci N w II II ®ww U C) a I ° �DMONDS AVE.� a U U m N x / N U > a = O i O 4 a w Z T cai ew�ki� _��GW - •�i:3'v w N N N N N 10 "W P cpd DDDi BANNS (n Z ip a w m 00 "G p P $V U N ':CW. - h OB 3 H w a C I I, Cl) 11 IIM '...iW,.v TCd(P) : 10 W W N : : ws I Cl) • 3 •!�� V : m MNW W W Qj I I Jka I Oro °wN3m I r Z O mQaE °w �r Noao �ru Q V w p > \ II ^ - \ Wl l _W Z W oo y 1 3 u I °a d NZ \v `-11�0 a1 W b Z � NO w V' 00 Z Nz I I 1 - N� M U d N O Z O N iii wa r° Q p O N, Z3 i za O I I J Wo sm ° - i i0 <�Z Q �3 NIIH3lb 3NIIH cq 0 p: �oti� �' (7 I m psve U �PP% LOCH\\ CD N (v + m N J a I II ,\\y�I ` Z I O Ln O u7 O N N N N N 90£Z- LZ -dMS M 0_ W > U Z 0 J � d Z O U lY 0 C• V cO 1[1 E t' aNp^ u 1 I I - Nr'n]Nt MmM� J X J Y Of WW 1n r.. D J ti N W o M N W ¢s z Z 3M Z w J I •'_A W N NNm 2 a U 3WVN 133ro8d O O + Bw'Bns- s % \DMO \BDalaz \am4n ammnu m �' wa we so ° a M ON, F \r LO N aOt N zQ N J1 L'15 <00N z Y w o ¢ma C• V cO 1[1 E t' aNp^ u 1 I I - Nr'n]Nt MmM� J X J Y Of WW 1n r.. D J ti N W o M N W ¢s z Z 3M Z w J I •'_A W N NNm 2 a U 3WVN 133ro8d O O + Bw'Bns- s % \DMO \BDalaz \am4n ammnu m �' wa we so 2 !n m DZ I o °w 5 m 2 w J #ESN . o 3 o V w o_ w 0 = m w w a z° ° In N ? 0, rn ° o o' w a s o �' w l W N U U Z J 0_ Z IW O J\ U a 0' U � z J J W U Z Of J lwi Q m U vii W z 3 Z a 0 w w 0 N o m = m V U w O W W d H W K W z U 0_ M Q w° J d 0 Z O Y N w W U Lj w w w z, D o Ci ? a?-- � Of o} z o> ° o: ° �- w a w z z 1- W o 10 7 0 N Z U Z !- O m 3 F ¢ w Q Z W O 0_ 2 z VI Z m w 0> + Q J x U m 0. Z° a W= V S X = O U 0 3 7 F U W 0 Ln J m 5 0 O O W° °° W c\n Y Z 1Vn w a= 3 W w a w K tr a 4 V 3 N a Z(r cM O XO Z Q z < w= ~o z z Z a o m rn z° w v 3 o v V I o v v in F o f o! W d O E\ Y N w o z O Y a w w 3 O I ¢ w x w r ¢ w F- w d O Z z w a- I- ° 0 4a m m rW- N p m w 3 0 5 0 o rn¢ w w° 0 0 0_ p o S-o > C'1 j Z w z N a O a °° w V Y li V O J w o m w° M a ° 0: O z z r w J o w w w Q Z o Q Z O V w of ¢ z x w In w w In ° w w m > a � z vl cn W W (n Q f Y J E 0 Or w w v 3 z 2 a\ w ¢ O O r r 0 H w U 0 O U N U rn a s rn z o w V o I- ¢ o w z o o O V a o 0 0ri j � W W O z p x O N< In ° 5¢ m u, o z z N w a 0 3 z ° a° w o �_ V W +' O a m J z o 0 o w o w °w o w = m mo ° a °w ° j¢ ¢ w z °r m o °o w> z n w of V w 3 a o Z U I1 } w Z z x w 1 a z l w o¢ U V N O m z J ti N J >> o m w z W o O W r W Q O = 5 ¢ V w IV- o N a> N z J °F a 3° x a¢ o o a W a w m 3 w t- Z o Z 3 V V F o U o z V w J Q _ Z� Li z 3 a= x 3 J ¢ V F= In V w o w w w o Q rn ri p V K a a< o Z v o I- •- w �n z V Y V d M via z z¢ v°i ° w o °Z W in o. z w a o. ¢° `� w V 3 ° J= w = z° vl a¢ z a z o z o a s W W 00 x w z o_ J w 3° W w o Z d= N N o a o¢ Y == z O N N I- w 3 w V J W r N W o a I- Ci J z W a- ¢ a z 3 z w w o= o I^ w m d a ° N In a x= N W Z in a w m n p v� a x° 5 Q¢ o w w o w H z z w r 5 m O w a V Y Z° w In mo V m O— w a Z a z = V a> a (n z° w zo n Z z w p ¢ ° m o 5 a w K< z °¢ °z d w w D J Z °z In V) O Of 1 0 Of N z N z ER a o .. ¢ i y m m o o D w W z� a¢ w m g a w w w w o a O w o- 1- °U 3 v w 2 F- O O Y w z N cl a N Q o o rn O z m 3 N c=i w c=i ° Z N w w F- 5 z rn J< a m o m a 3 r- w¢ F r o as F- (n [n CL In ¢ w p �- w w w n'i z x � ¢. o N> m ¢ o �' ° o0 3 w V Z Z a ° o' N p fin } J w 3 (r z O m z m Z ri1 Z F p O H -0 F- O O U U a. O O w> Z¢ ,� J J W z> ~ o Z W a o 3 w 3 z °' z z¢¢ In a° 2. m z z 5 w Z r V w= ro a o cn o a Q o 3 V w "'� p W (n Z Lj r a lr Y Z 1- a: O J z 2 J O O Z J Z O X U OF U N U N \¢ K 0_ > z Z U U U m. N w w Z a U Vt O ¢ tL m E U J Q V J 3 O 00 = 0 N W °_ ¢ w c¢i Z w w z vii '� z w N p m x a O z W O ° rw' w w Z w N °° x w a w z V V o W a. c¢i N w w II r¢- z Z ir in 0 Z— F- _' cYi w> of 3 vi N¢ p O rn F- p ¢ J z O > r w w V a °> w z z z p a N w O w Z O p w> o In w x In m a f u, a J x a U in a z w° w I- m j V L? w rr F- w v7i a O a X 0 0 0 F- w z m w w F z w° Z J F= O Z -' ° vai d w w 0 m m m m m m w o x o Q `n r- z z N z z ~ \ ro- o a~ r �w m w O H a p rn W 3 3 o a F- N F_ J QQ m fi- \ 3 3 w z- V V V V V V J 1- w � w w r- V r w cn vl w= z¢ w V r w w w Z w V o rn cwi a (n Q X U Q W N O U Iw/l (w/l ° J m N N N ti a a U I"' W. OM J W O W O U° n o w K O w 0 n O N U W U Z 0 0 0 0 f"- ° Z J J w° O O J O W w Q x o w in p ° In a a z z z z 5 w z x r- z m H V '- r W > °. w z (J > o z a o w a a} a} a} a> > a 'o w o a Z w N z a° a a a o a p o a << v a v a w N W a 0? w 3° o °V it m w lZ O C? a O N V a a¢ F F F F F¢ Y U O N M < N. -: OJ OI N 1 M C N O r W Of cn N M< 0 V U C7 N M < N ID Il� ¢l m U O N M <aco sm O N as aaa OO M <'t u7 O ° OZ s G 3 �w Ln v� v • w wm VI m 0�0 000 O \ \ Nato o1 LL m 0 w w _ tl �I 09131N1 '\ ` I Q ? n 6 r- II II � 3NI_1H3J_V a p �g ,dO1S Sf18, w N N II man011v1 W W nc41 : II II .. .. S ID M f'OLZ =108 `a Q + - U II (3SIPN d0.90VZLZ =31 `n 86 SL0)6'lLZ =31 N n m Z w w N m LL6LZ =31 B6 "9CZ =31 : : ¢ HYMS HWSS m o yay o f "� < � c N. O 6- o pI N I n n ° w OWN: O omw -O. In D ¢ NNw Kod$ rn per' m.c �� dogµ 5= \ U N �¢ NMWW. : m Mr W SON n pw ° ZE N 0. O O cD V N N .daO w °NN OWN' I I JW, + I m+ J^ I� �.si n° M ®ww1 u+l Ndl: `_ w N M m w N w ¢a I¢ <d E m� E: : s 3 .Q 3 In n.s*Ml..ie N" > 3a I II O II . / �d v ®w. In N In O 0_ 070 ��'xee I ��^oO N I II aw" ¢ N nl SS (J Z_ w II I °m. w W ^(D N.2CW.[9.1 Z'll 3D W� QO O I5 3du ,l 4 "' .p N 0_ N I m II N, . so nZ'4LZ=109 M aO }. In (3NVM 0Ad,9)S'9LZ =31 V (OIloS)19 "BLZ 3L N< eo m I w II N w m (N d3.9)f'9LZ =31 I 8 90 3 1 _ x .1I Z: Y 84'BLZ =31 U t¢~il 0- 80 131NI I lI (3 OAd,9)9'9LZ 31 :x c:11.11 Of ina 9[a +M1'sn.[ZI (M 0Ad,9)L'9LZ =31 Q.a "r I II zIS 3di.i tlnvn 04'BLZ =31 �O cs¢ 'M Z w 07 'I •. aT�ss z + n + N �aN °O" �00 �/:td =' l II '° .a" mFa >�� II I all M NQ 2nN 1A o0 µ I N" o° VV1 F -D: LiI as � \ ZO nW Jww %jJj Na M `^n x'i - W Z 00 U 0] m N t0. 0' ••I N N N N N -cµ NN W¢ U yZ I vl W IO aOh 1n3a_ ..I I. Jwl. Z 0 aOaN� II DZ. m d Z aO .,�'.i.. -. -.• D dMZ u 13 Vd O"lNw. \ \'VV // m: 0 a ¢ 'SNV81 M w II _ ° ° __ -•3 .OIZ N mr0y'E - II a4 m m w z N cn %J� col xeer WM C\2�o %muss v I �O o a II any , 0 IN p 0 NW D _ z 11 II 6�r' �GSON NON zrn.� N O ry a W° o C3 3 N_ 3 W N Z N - I II II wa W lY O 0 0 U - z F a J V V° a Of zyw v� xx55 a Q I I IN: oama <n N '�� II w � �w M v n n� W 3� •�" ;; I /3N 3AV SONG W : : I I : Zo: 009ZOSL ? II� 3N 909Z wx Q'°� + '-, lni ss Y �I I mI .: . SLZZL Mw �� �w' I / Z I I I I a 1 oO Z (W.> X tL / SVI M cNia ! Hhss 31 W G ` a HWSS •�N W HS,t� I II I £0'49Z=A 313 .SS- II dd 30tl3 3N NI IItlN ,16 0- W8 NI ._ .. 4 0 N."311.0 I HO d 3S Z 0610 SSV83S NI I 'NOVI J O 3StlJ N NOW V dam, Q K '° S,9 0 W II �F I won o. m % (N 0 -9)�'£ Z =3I d)0.Z SV9 bo ---k`@ S ll.. .a -Z 0 '4B =31 $V9 Sv r� O m .c9¢ .: NMNL 1 NI U 3N0ld MpM- d � Id' IA ZC • : : # �&g, Joao 0 O O 99 -NO F> #'9 O NNNC f d M,9 m SZ =NO / 00 00 ^ 10 N a u; 9.9 dM9 N N N N N 3Q -N UO dV01 P< / X m m° ® `x O T 0 0 Q B M d0.9)Z "£8Z =31 W J N g 48'48Z °31�y d 31 q �I ¢ 131N1 U� \I 81 3s yl� wQ J ]S a 31 U /lll% /T/7 /� m a HHl o i 199z =toe w a t �m z I (M d0- BI)6'69Z =31 > W x 3N ZOSZ �� 00 I nn (S d0,91)I'OLZ =3I Z 00M OSLZZL U N � U �I (3 d0,9)8'LLZ =31 (3 9. 7 / Jo I I O - OO f8Z -31 �,y Z L IL U HWOS _t W . — s 90Ez-1-3-dMS 3VWVN 103f02)d ' - fiwl�ns- sx \sMa \fi9ocwi \9mVn ammnu w Z 3 O U W m z x o w 5 Z 3 0 3 U w m w o x M z o vi w (A n w n W O = r? m N N O ° ° ¢ W N U Z K Z y o \ U¢ m w ¢ Z U a z O N ; c� a p w o ¢ o x a d :' o w a v m m w w a w W a U¢ w J a w 0w' ¢ o H N w w O w z Ix- z it w m> m o Z_ Z o> °° w m w w vl O rn U Z F 7 m 3 ¢ w¢ Z w 0 S Z vl J- o a p m w rn z o m S O x x w r `^ x o p o 3 z J S O J W° O VI U w r w z i- m m X Q m w w Q ° °a z J U z m w o= m D o o° vi w 3 .� x m w >> w Q O Z a o! x¢° z z ¢ �. z a! r- W 3 n U '- °= U c) r o W o z O ti z \ t. O Vi o m} w w H m> O W m W (n o ¢ a-=? J C7 ¢ w W U o W O m w W U> O V J W O m m w K M d O W o o U I'- > Z Z m m O w W J O a_ ° z Z O Q VI Q ¢ Z O U z w 0 O K ¢ a' O~ O J W W J W r J m O W n 3 z x m ^ l W W U w ¢ w¢ z° O° ¢ o W Z° ° \~ w rn U ° ¢ o 0 0 O z U m 1 p x° m ^ m g¢ m o o z z m w r a U o 3 z m J rn o! w ° w m 3 a- o U- ¢ ¢ w c� w m m o 0 Q r w z z° W o r w O w f x m p¢ w Z J F z o N Ii S w I m z I N O (n Q 2 ¢ V1 O U> N ¢ N W O H w !¢ o m O V1 U m J N Q J N° J w U U W W Z O Z 3 g x 3 m< o a> z v w° w w w F J¢ 0 3 ¢ z z m O 3 vi ¢ o W a 0 i:i z° t;.i z J z w a m m N w U 3 O z No ¢= W ij =¢ ° ° °¢¢ o z H I/) W O a r m w Z ti N z °¢ O r- w a 3'o w w o z¢¢ x in (w m p¢ } S S F w Q W J S w z 1-. m J Q Q Z t� 3 z w W ¢ O N w N m a m ¢ O J N F w a z w 3: z�_) a >� a W F� (n z° m w uz vz F Z z r� � v g a�� o aw o p � o w w�� o a o m w 3 o w z ca m p o W ¢ W Vii m m z� a¢ o z o fn 1 m <x< U z w a 3 z co) > O Z. } N Q H H 0! to m Z N w z X¢ F J x Y W O O W K w J Z !- ¢¢ w W (7 W W W W O Y} : w z U a¢ w o o rn o O o o 3 o S x w w 2 W g z J vl °) a 2 o m¢ < 3 a! w = J J N a- 2 z w Y n z w w m m z w m z w a Z m O s z x o° wi w p o vN > m o° p° m w> tR Q W J 1 F O p w m U J 3 w J o z J Z z o U Y o o Z Z g W Z } U m¢ w= ¢ tr O N Ir o 3 ~ K Y w F m 0 O z O z Z O x U \¢ > z VI W ¢ U 00 O H U) O w z a° J 0¢ N ¢ M h < O' U w z N° ° n o r¢ w Z ¢ z O o o In ° W Z¢ r (i vi ° N �_ O Z N ~ Y w> o z w a w N< w N o m N a o f w m vl vl m w w z O > w °w U w p >> w w z z z W o p Z O oow >o o�i =n „ate �,¢Jxm a U &I ¢ =zwow� oo o w� F ¢zmmv°ia`��p X000 I- >x J O Z ° m° m a w w `� o m m m m m m w o x o¢ u, z N z N z 7 z ~ \ m m -z r m w 0 0 0 O w 3 J 1- J s 3 3 w z a 0 0 0 U U U J v w w J w o 3 o I" o o , ,° ~ W In In w x ¢ c� F w w w Z in Q W V Q m ~O ZO W Iw UWl V°-1 J U N N N Vl ¢< o UI m M Q Z Z Z Z .] W z Ox w H O w Oo °° o z W m U F. U o O o I"'• w U W z w o= w w w J a a a a a w w z a Z w m 11' o m o m w o m o ti m o o m =1 m m¢ o J x¢ w w w W a o Z > o z w r- °° w m o w o _ O N z O a t- a a- p a m p a U W m f a¢ U r- m o o a w cn o! a= a! = 3 0 O Z o° m o in m m a a? a Y U �Wf� U N ri e m m � m m ° N n a vi r; of rn Cn U V N M 4 N !D C` m O� LI O N r) t0 C` o] O N as a< a O \\ \�m d� > \ \ U � \ � N Lli 9. O. s� sJS� �o °e U r �� Z N 7a J O v w S�S`y W 1 ° f'9o�Y Z m ° \ W W F- 3s£ ` d a e I 0 3 a \ Q �bs '.• I W J LL nt (L O y ^Z n N 3 b d) Q O O m2�e I b.dy 1 N r�s� \ •' I tip I O Q £r J JOr O ^,I`L o, 90£Z- LZ -dMS 3WVN 1031`08d Lc) O zn O OD OD n p- C14 N N N ni O i � i i N N mi:l t0? icQ .II I J LiJ . m 0 N N N l~i.�NN 3a 'll i .OiQ `+ II II II 3NIlHO. N M N W w I ¢ N m E _ twx II II ..... �e�`Y II II M. m Im. dy LO CD LO CD CID co r, N N N N M w w ¢ U O > Z 0 J w a w a z O w o r r ¢ m m o! mZ ro M z 3NIlHO1VW. .: OIa 3¢ yr . + v 31 Z N _ b15 V1 � . .. X z > w .O ¢m.a. . all New II I m m —ate: II I I W N t\ E 7 _ 1 r i Z . O. 0C� o II II - �: O. +.. i) a v :a° Oil W II II % w II II a II III N m II II Jw I O .II...II :.1 z. . ¢+ it Nna- w. O 1 N W ~'I^ 1iNN t0 {O % _ommN A s ua _ y c�vnww Zfn ha °w - J .II. I I .o^ :. o ¢ E N YmY e m ni O i � i i N N mi:l t0? icQ .II I J LiJ . m 0 N N N l~i.�NN 3a 'll i .OiQ `+ II II II 3NIlHO. N M N W w I ¢ N m E _ twx II II ..... �e�`Y II II M. m Im. dy LO CD LO CD CID co r, N N N N M w w ¢ U O > Z 0 J w a w a z O w o r r ¢ m m —E ono ' nNMc NMNL y n I ...� �pO�p O O Nm0 C LLJ XJ a � I Z Z Z3M C7 � Iw �FN �j tSSp` J OQ� t „e 5; OWm NV1T 5— ns- sx \ama \Go Loz \am \:n am*mil z w ¢ Y M yr zm� awwN uLL�L�/., v 31 Z N _ b15 V1 � . .. X z > w .O ¢m.a. . —E ono ' nNMc NMNL y n I ...� �pO�p O O Nm0 C LLJ XJ a � I Z Z Z3M C7 � Iw �FN �j tSSp` J OQ� t „e 5; OWm NV1T 5— ns- sx \ama \Go Loz \am \:n am*mil w m z 3 O W GZQ O z Ix- w ° W J m 2 z 3 ° 3 U ° a w o x W Q Z o O Ow. z D m H U W F W W V%' } W U N r W O uj F- �i z m m N U W m U Z J 0_ Z In o f\ U Q m p Z 1~n m w w m IJ- m o z; U a° w o Q o x F a o V mo W Q U w w a w w a U W a W Q a o Lj o mJx oG a ° W o . Q H O W w J w N o o z m z m 3 ¢ o a z w o = z N w V U U W Z J m g m o `'' °w ° m° o w va\i > z w Q= w z o m m w X a z J a. m ° �. z � U z m m In o m vi F 3 w a W � 3 C� Q W x m o z z Q z `O �= m° '�' cWi 3 M y o= v v w o r w o z 7 Q r 0_ J ° w 3 O ¢ w x ° t- I-- ti ti a O Z z w m In z m o ,,, o o m rm c~iI of m w 3 m m g° a Wo o° o o v a 2v:) F J V m> w w o vl H a O w U r ,� V J J w 0 J a w p M ° z z o W Q Q z r? U? i" °J °F- w vl 3 cn z= w Ina ¢ o v~i °i a o r iv V m Q W Q m Z O J U p ¢ H Q O W Z H° ° W N w rn V OW Q O °° Of W W O z p m m O X N U VI O s Q m m 0: o z Z v1 d. W m r a F° 3 z O Q m J m m wo w f x m m O i Q U Q a w z° m w° J w z to M FL z O 0 0 W m W U O V1 . W I Z J H m p O {n O O } W Z Z F S W I d Z I W m m U N O m D. m W W LII (n Q 0 x Q Q N ° p o N d> N z J o ¢ 3° x Q m °° Q W a w m J 3 J ° 3 U U U -L IL Z 3 0_ X J Q U F- N U W w W W W p VI p U m Q J N Z W Z M O 3 F vi Q O a J J z O IJ m z z o a a_ a° N w v ° a = W ri = Q z J U Zo Q �nn F- (n w o a r m m z ri QNQ z °¢ Q o J,! w o 3 w w o QzQ a= m In ° a o Q m m S x F w V/ V m N U g N 0_ x O W Q Q O Z w O W W W H Q Z Z Z w U } Z N H J (r m m W m ° Q U Y Z K N N U z Q' O J (n F- w a o Q 3 z N o a> 2 a~ (n z° m w m In r z z ,I J f v Q ug ° a o J° °w w ° a -i H Z o U w o w z V 4w U m W ¢ w m m z m o o I m a m v Z ga O Do Z} W Z< U¢¢ w m o vi I` o m m o ~ p �n 3 vri x x o o J W z N a Q m m g a m o w w Q 3 m = F J N W 3 w m U m¢ w w w 3i m m m V w U z w w H g z m w m J d p o of 3 W Iw- J J z w In Z Z O W m m Z m Z 0_ Z H U U I- F I- Z 2 0 0 0 U Q a 0 VI > m J p o m w> O 3 F- a �' Cn J m f r w 1- ° 0_ O J O Z J O O Z J Z O X U m Q N Q O E Q z ¢> U Q Q =° w Q 0_ O 7 K p > O W O_ O O U Y U O m J Z r m m W F N O 00 - F.._ > O W Z Q U O Q M J Q x F O U W Z 1~n O m O ti m U r Q W Z a Z U U UQ UI N O_ ° w ZQ U N° y Q (n W F- 2 Q W U z W VI Q N U) Z x VI U U x W Z J W m m 0 W X? J W m W N O O W 2 W D W Z U U V w U Z ♦-- J Y W o N a m m o m a F- J m w m J z O_ a w w m p o> w z z z W U Z O° O Q K m K Iw/1 F !n Q y Q J w m d o F J z W w J m ,� H N W K N Q a K o X 0 0 0 O K ti J F- ? ° m I- \ 2 3 3 w z W U U U U U V J w Cr m Q m r z z 0 W& z W z '- c�i //////IIII g F w o a z r m m U w w w Z vwi 3 U W 2' ° m W 0_ m m Vl J m N N N .- N Q 7 (n d O Z Z Z Z J Z z W W W l O F °° to Z W m U N U 0 0O 0O w W F- W W Z w 0= W W m W J 0_ W w m 0_ O W Z d Z m m Z Q Q a m Q I- 1- O m- v v O a J J O W> J �i N N V~I F- O Z > O Z O_ ,°, W d >> a-}}} yy O W O O N Z O mQ O mQ K O m O °w. d O W 0_ Q Q U I m U Q W N 0_ m 0_ O IZ O O 0_ O VI m 0_ 0_ Q F- F 4- F- Q Y U Q U N M < m 6 n m rn N � �- N M a N m n m rn (� U U lV M C m m n m rn U O N M a N <O n a0 O as - aaa O �u,m�UUN t�,�l IV LLx�LL n�jm mF I 3NI1HQlyW \y wnn �/•� O Q \\ U m Q1 nO o IN II m "� n N a mm I U �z oa N � ronN `'• mw pt UU MO� N I�\ I aY �` — nz O f II D U: II O CL m a Q o ttt n 0] m a a m " m U Oa II} Y 2 m L m t f` c N _ 10 N _ I Irmo N a m I I nti wa w� I- 3 a � ° Nm V I I . n N \VY _ I :x S � EC� Q N m No N U m p3�oz CP nO1 d = g N U ° O I j � ° _o \y r' 3 M 4 UI I D. aw " � 4 i I n m N m 90EZ- LZ -dMS 3WVN 1031'08d O N INI 0 Ill J a U W Z J w W Z W U F- W W F- Z O Q W ILL O X M O In O O O O 00 N N N N IN W N m o n M N 6+ III c ° O N�m U �� 6 . 3NIlH�1dW N�0_ W ; m��aE OMB octie` wppNN ANC I cm Oz>w UV1��7 m II ci v15 II M O' n N ° N m ®11 W W cd CO. N Jw . tNn¢w mQa: E m - NQ �O_E mm J fN NMI W �a N I N o ®w O. II -;,II . n IT II W° m. ce a° q z V) m o Nam ZN v II 3< : O U +�N NJ• N II. II �. m z moo. ... o m ,-4 N @l N N I im � UoJw � n' c 'I "on x II I I N JWZ cN m J I mON� F-" mm ° U6 II 'pN a. WF N<OIWW lrl NN zQ� m E N ®ww nj Aa II U n N rn m 11 N .MZ - ° m m: NrnJm�ol N".00 x I:<ma Hamm _ 3< U,VI�Zm m II II n e U6 II ', c C) C). o yaw II . +. O. 00: m: G? U" " =Q o J O I m II aiOO cm 0 II II f i 00 v4 2-11 �'N . m m m n II N N ON N m MNW Z:(/I W :o m. +J - �:yM�W W II II II. .I IN aMY N ar zrn� U �� 6 azQN U Z n w� cm Oz>w U M O' n N ° N 2� cd CO. N Jw N1 U Q+ N'on tNn¢w mQa: E m - NQ �O_E mm J fN NMI W UN M�w e II II ®ww oim NN o ®w O. II -;,II . n W w aw II W° m. ce a° q z V) If IN aMY N ar zrn� U �� 6 azQN U Z n cm Oz>w rn m N n N ° N n m N W I N mQa: E �on mm J fN NMI W - wpOmn BONN x o ®w O. UN I�m pWW �¢ II W° m. a M I I II �° Nn C xJ M � II W 1W 3NIll- O In O LO O c0 00 r.- N N N N M rn W > U O Z m Q Q O w o r r m m ""'1 aon u M c nTM pt.p 0 pO�° 41 _ a W Ian > xa w Z Ai _Q W C rn R � \� W Q C w m Z 0 32 , U w Z .M 'iut U a- vans- sz \axa \soaloz \am \�n �3mrrsiu an ion aMY a < ar zrn� U �� 6 azQN U Z n Oz>w aon u M c nTM pt.p 0 pO�° 41 _ a W Ian > xa w Z Ai _Q W C rn R � \� W Q C w m Z 0 32 , U w Z .M 'iut U a- vans- sz \axa \soaloz \am \�n �3mrrsiu an ion 2 7-;G; P,, n _ D ?j m 13iWINUM om Bµ,33p 3NI N M 0 S1 :Yy O IoW\ N )+ nZ U n n^ I CD N ::'� UncSf No N m II N 'x o WZ 3 6 II �� W \ w m � Z NZ� �! 11 I � coo m m� II Z Naz O=�wIm 6•W(P 0 o Imo\ I \\ U Oro= ss.a m Tn O a 13N '3At[- TCIN833 Emo wl k\ M� of ow m� I�\ N rx ¢ II mU vii °< w� w3m Oo a�,nm c�immN U I_ IOJ�o Ii Z w- na >� n�� mm � wl Z _ 3NIIHOlt/N w n 0 oJ� o ¢ m rn � zx nO o N Q Na NI I N m < n w I m z 9063- L3 -dMS 3NVN 133'O8d R O N II N O w Q U a) W Z J Of W z w U w W W Of f- C) Z O J W u- O w a m z W O x o w Z z N m S J ¢ n O J ¢ W U ¢ S w a N U W O Z W m p 3 z m m m tri ¢ r X o g o m< W O 0 0 m W w� o "'� a o a o z z m U ¢ Z O O ci m W r > a> o w m m Z m m F O W Y m K Q W m J 3 J J z 0 w-N � 3 U U Z a M. N o a < } rn ¢¢ z¢¢ w W z U w w w w} w ¢¢ OZ } U w= w aw O N Z a Z U U U N N a W Z¢ V N O O K r O > H m W 0 U d 0 >> W W Z z Z N w K m¢ o: U Z' x 0 0 0 a r w m w r t, N N W= Z Q a 0! Z W W W O o 0° N Z f m U 1 V 0 0 0 O a J J J W j J 3 N N (n w 0_ J a a' Q O x¢ W W W W a ¢¢ U r m U r¢ w m o' ¢ w N M tp n m Of as �aa lolo t��m °omm a V! m ° o M ®ww , o „ o U01 N N N 6031X15 N � II Z O � <00 N �< >m> M U W I N i o i ao V = v a0 p 3 0 °w w ^. O M.z O Z a a LL< N it it rn ®ww 0 . Z 3 m ea ri m O m 0 m n UI oac rmmm w�NN z > w U w 0 r a m II II ° 0 W I¢ f a E J z N O \ U ¢ Ur I �-ir K w U 00 t �¢ /�^t V ° cow 2 w w� w a V m J W W a F� P. W W o w o Lj meson Oa romm W, NN II II Z N o�D z z U J -I X m o a U W °z uO , z U 0 m J w a \a ¢ x ¢ U W Q O Z z w _Q m o 0 0 d O Z N 0 r U z O w m J w °a O w r w d S H J z j Z W z N d 7 f� d °° m O¢& W U T li U J J Z W Vl W W w 00 N w Q VI Q v ¢ r U H J O W r } J a r U w x vl 3 m m Z x a °z 0 w w IYm-i z o x° o g a z N m m w o w a 3 a r °z o f U ¢ N ¢ w LL Q x F- Z O W S W w Z °W 0 W ZQ4 U m O N m Z J H Lil r N Q O QQ x J W¢ V W F O N d> N Z J ? 3 N ¢ 3° X < o - W ut ¢ w m Z <L O_ z m x J a¢ U F m 3 ¢ o w s Li z o j m z U w w w w< Q z° . a} a¢ N JJ p 0 p ° M� W r in W Q w J O w r a. 0: Z (J/1 Z J O< -¢ J r W 0 F- 4- ° 3 p w ¢ a z 3 W ZO w � elf U f-- m N U GG N a x o¢ o z o w x J ¢ Iz ¢ iv > r z D -J F- Z O W a U W 3 0 N Z a U K a U m OZ a a ¢ w ? Q W Ir/I m m Z a K 0 W H J Z> O a 11 m r F N Z Z 0' Z O 0 U O 0 O x} O O 3 N J W W W J J J �y�j W 3 W fn J N Q W w W °� z w vl z Z w K m 3 m 3 Z a o.p z K m U U Z W r U z a a crii ¢ O° o U U 00 jQ U J } w ¢ o o z J o o z J N Z O o x 6 o U } U. o�¢ a N U W (r/1 N Z}¢ ir 3 w N Z- w° S Q W U Z K Ul z S Z= fS/I Q m¢ r W> O- W Q Vl N¢ N N O U N W a w O O W Z J w i N N W W 0_ J Z w 0 K r Z O p w> o v w= N m¢ m¢ J x ° W a U °¢ zJ w° w m~ U U !n D N w J ~ O to r Z a W W N r m m m m m m 0 °QQ m r\ U� U U U U U U J r X w O r m M W a¢ r z Z tX Z z r O Q W Q Q W = 0 W 0' N N m N N N ¢ a6 O in a ¢ Z z Z Z g W Z O w W 3 tr Z W W z W 0= W a' W J d d d d a w W Z d Z w N O m p m w O m O W¢ m O > O e! r° W a J p W 0 o o z a o in m a a¢ a Yo U � r N- U¢ r¢ 0_ U¢ a 0 a U O IZ II c°v C:1 N M 4 N 6 n m Of � - U O N M satp s m O O 2 7-;G; P,, n _ D ?j m 13iWINUM om Bµ,33p 3NI N M 0 S1 :Yy O IoW\ N )+ nZ U n n^ I CD N ::'� UncSf No N m II N 'x o WZ 3 6 II �� W \ w m � Z NZ� �! 11 I � coo m m� II Z Naz O=�wIm 6•W(P 0 o Imo\ I \\ U Oro= ss.a m Tn O a 13N '3At[- TCIN833 Emo wl k\ M� of ow m� I�\ N rx ¢ II mU vii °< w� w3m Oo a�,nm c�immN U I_ IOJ�o Ii Z w- na >� n�� mm � wl Z _ 3NIIHOlt/N w n 0 oJ� o ¢ m rn � zx nO o N Q Na NI I N m < n w I m z 9063- L3 -dMS 3NVN 133'O8d R O N II N O w Q U a) W Z J Of W z w U w W W Of f- C) Z O J W u- O w a m z W O x o w Z z N m S J ¢ n O J ¢ W U ¢ S w a N U W O Z W m p 3 z m m m tri ¢ r X o g o m< W O 0 0 m W w� o "'� a o a o z z m U ¢ Z O O ci m W r > a> o w m m Z m m F O W Y m K Q W m J 3 J J z 0 w-N � 3 U U Z a M. N o a < } rn ¢¢ z¢¢ w W z U w w w w} w ¢¢ OZ } U w= w aw O N Z a Z U U U N N a W Z¢ V N O O K r O > H m W 0 U d 0 >> W W Z z Z N w K m¢ o: U Z' x 0 0 0 a r w m w r t, N N W= Z Q a 0! Z W W W O o 0° N Z f m U 1 V 0 0 0 O a J J J W j J 3 N N (n w 0_ J a a' Q O x¢ W W W W a ¢¢ U r m U r¢ w m o' ¢ w N M tp n m Of as �aa M I U _ is 2 w 0 .c a° lolo t��m °omm a LL N N N II II m ° o M ®ww , o „ o U01 N N N 6031X15 N � II W NN\ N \` <00 N �< >m> M U W I N i o i ao I U w ^. O M.z O r°omm w f a LL< N it it rn ®ww 0 �t 00 m ea ri m O m 0 m n rn m N oac rmmm w�NN Q m (7Q M m +��u m II II ° 0 N W I¢ f a E N N N Ur I �-ir Iii¢ 00 t �¢ ° cow oM meson �4ut K romm W, NN II II Z N ®W w M I U _ is 2 w 0 .c a° O to co N N = g o a� � a °w x Nx d I N nM �a M.m cOn� mNm o�.yN „N W ¢:a> z N I J. m U a c I o ro o m coo ?0th. C6m I c6 m OWN N 204 ¢N J�II +. tIWW M a N w W 1. W -- w zw UVl IFS m�a }E. ? UN�D mm m 1 1 m of m n N N N N J ro °mm 5 w N N O n 7.6w mz° ®.w NMN ,mvNn + 44 u�i „°j e�wz �°'] a n: v I m �a E m U Vl} -�.N- p N U lolo t��m °omm m aW 0O >�— LL N N N II II m ° o M ®ww , o „ o M N m+ n N N N 6031X15 N � II W m N E <00 N �< >m> N m o I I N i o i ao I w ^. O M.z O r°omm w f a LL< N it it rn ®ww �t 00 O m 0 m n a oac rmmm w�NN Q m (7Q M m +��u m II II ° no. W m m ¢NmE N N N Ur I �-ir O to co N N = g o a� � a °w x Nx d I N nM �a M.m cOn� mNm o�.yN „N W ¢:a> z N I J. m U a c I o ro o m coo ?0th. C6m I c6 m OWN N 204 ¢N J�II +. tIWW M a N w W 1. W -- w zw UVl IFS m�a }E. ? UN�D mm m 1 1 m of m n N N N N J ro °mm 5 w N N O n 7.6w mz° ®.w NMN ,mvNn + 44 u�i „°j e�wz �°'] a n: v I m �a E m U Vl} -�.N- p N U dMY m aW 0O >�— ° W a E 0 ma a W �Gt yr U c 6031X15 N � II O .- <00 N N m o I I N i o i ao I w ^. O M.z O r°omm w f N N N z N it it rn ®ww m O m 0 a' a a' U 0 \ cM a CD to (n CID N N O r a w U a Z O O w 0 z Z 0 O U) W O n m Z U W w ° U O in 00 N N 3NI �-LVN S V N m m dMY N as W � U N �Gt yr I m v� N m 6031X15 N � II <00 N a.a w a.° U. O Z > w co N:m N � u I w ^. O M.z O + N 0 o m N a' a a' U cM I� N m N 1 II W 3NIIHOD co 0 LO n N N < � N U w O Z O o W d + > F- v �Z w ZW o OQ ° CL_+ w W W < F- U) CL w _ a to ? w W C/) Z z Ir Q a O OQ 3 _. f- �_ w a' U CY c a m \ m � o o. s 4 0 N N azo I Ila M m ¢ U O > w a w a Z W O Y > C A I a w ° m z O 0: Z ti_� VOMO M N M c -�. MOMjM E U N 4I N w ^ aJ o� � 7 w W 4 l:: n” Z a4 J N W � G W at w Z 03 F� }ry NNOf ,gl U e.n'ans- sz \�aa \amn0a \amVn anv'mu dMY OM N �Gt yr \N zm� 6031X15 N <00 N O Z > w ti_� VOMO M N M c -�. MOMjM E U N 4I N w ^ aJ o� � 7 w W 4 l:: n” Z a4 J N W � G W at w Z 03 F� }ry NNOf ,gl U e.n'ans- sz \�aa \amn0a \amVn anv'mu z 3 0 U W K p Z S ° 3 o in o o_ w o r U w x w a Z ox o w a z o o v U1 N w N N O ti Z m N N= ° w ¢ W U ww Z uwi O V w o r m x z o ¢ a Z X J w 'o m o w w d W W W Z V Y W lJ F W O ¢ x t<i = o v ¢x �Jx� or�(}L �o} Z >; U o w a N Q = N X U J Wm N'z o N Z U Z I- O Q 3 F Z W V w w l°A X x Z Iw/I J O d x U S x O U p X Z Q z m w w J¢ o °a of pz w v Z z a w m N p upi Wo w w 3 _ _ D m 3C� a s o z J z r w U 3 o M V ° T, U v O U � Y x W U Z O } a o w 3 O 1 ¢ W X G w ti F- a O z J W< N H ° H ° m m w H (~/1 ° F m>> Q ° J O Ot ¢ W N O 0 0 q_— C7 tr ¢ W w U O F a °° W U} U O J w 0 m W K° M a °° z z Q UI Q ¢ Z O> Z p w� 0 6 O W w Iz-/1 3 m N lY Z= W N a ¢ W. p to °I ¢ 0 } F W U m °- N¢ J N z -' w w ~° �- ¢ o s w z o o 2\ w 0 p °¢ o 0 0 O W W O z u OE M wm o x O N U N o g¢ m y o z z WO w F a t^ Ow 3 z Q m J N D O 4 w W w O W i x m K o Q O U¢ ¢ w Z p lY w O Z O W> N J K LY Z O U O tl) W z J �- m O O LL- N O O } Q. w z z ti S W LL z I w X x U N O m m (L N W N z FY W ¢ W r VI Q O x g ¢ N o F o N d> N z J °I- a 3 o x ¢ 0 0 0 W c¢i ¢ m J 3 a J N o Z Z w V V pz Z f W Z �i K X J K¢ U I, N U W° W W W E� J¢ o J¢ � _¢ O U o F- V- m O 3 ¢ o w Q s z° z J z W a }a a N w p 3 ° o J x w z° in ¢ a H N W O a F tY 0_ Z F- NQQ o o z Q O a r W o F 3 W w o ZQ = Vf N° w°¢ m x x Cr) V m N X z N d x O W Q< o w W o w W W F¢ Z Z Z t3+) U Z U 1- J N '^ D w °_ ¢ U Y Z O N ta/1 O J N 8 w a o¢ 3 z w V a> ,E� a r fn z° w in in r: z z mi v ¢ tg. '�' °O w 5< °-N w J j Z ° vi ° W, r °F N z N 4 z < 0 .. a =} m m w o o w w W z w<¢ w m g Q'W w w w o O O ¢ w z¢ J U¢ W W o w o F p O o N 3 N x x o z 0 w w F- g z N w� J a s °- �¢ ¢� F- J 3 K W O N¢ 0_ m U m H H H z x O o U U a o N> m ¢ p N O o m �i W J J W J> ~ o z w a w m i m 3 z w a Z z O z ¢ N¢ o E w } o° w> Z O J o Z o o Z J Z O X U O U} U i O Q I > Z Z U K w S w Q w° Q O°> O (p tY Y w V ° p a x w x F J V w z �' N N° a ¢ z c� cn V N m w z U to o 00 F o w z m U m N z x N z= N¢ m¢ w O w O °n °n z r¢ W o Z m p °w G¢ Cn U VI Z Y~ w> p z N< N o O J W 3 rr ¢ X w z �- O > °w w m w a p> > w w z z z W O w w ¢ N N v a z w w Z Z O D o o¢ °� ¢ it N x v, ¢ y¢ J w a o= z "' w w m W �o F- v¢) w? v=i a F¢ m w o 0 0 ~O J N Z °Q m �- 3 3 w i� m o mp mp cmi m J o w x¢ N F- z z w z w? m w N w z< m O w w w Z C) o Q X ii W Z ~j - W W O w m N N N H¢< O I w° J W O w O U O I O W w Q w >O O O x U W U Z 0 0 0 o W W. Q li x O O W N N N w U N m O (n a "? ¢ Z Z Z Z W Z x W F- F w N Z W}} m F U F F H w Z w= W W K W J d d !i !L d= W Z d Z W N O m O m W O m o N O U) lr a J J 0! Q r O J X¢ W w W W ZW > o Z E H °° W d }}}}} }}} O W O Q w d =¢¢ U f d U F¢ W N !L' K = I O Wl o o d O N N d d¢ F F !- F- F¢ Y U N M < N O n m N N M d' N r N Ot U V N M < N 1 r m 6 U O N M V) c0 n m O N as a a a 0 n uo U v3 \... O \ \ ma w R O \ c� 12 "SD, 3N.3AV N NOIONIHHVH aw D P pa w� Oon r� Nnw� wwr` _o SJ�6` o Z St ^3 001 m M q I vQ SL +\ D] \td�Y��ev,C�a s •� \ w X� 3 �It Na \3 o .- N CrJ o N t0 J Io a �rz V i z1 a o wiz U Z N� mss o N N °w N Nm 906?,- LZ-dMS 3WtlN 1031`0?Jd / n D N d Ii n� n m NR i1tlWH � W w NOlON18 G P l(J-1 w N a cii o °i a =� O I II W Z p -.� IIa11�N mn �n < - w I O m UI 0] 0 oN O D M N a N N N II ; ci O O II D N m m — r7 U mu m �a U u,n n u� NTH' Z n I w W N � � ¢ Z °o \\\ V Z F O \ Nw D O w �\ U 0 GA m m O jwin J \ v W _ 2;G P. IL ual O D I 3N '3AV 31VONH3i wP 3NI JI n m a0 � 0) � co N N N N N, a I W d m m U I I -MZ 16 'la N N N(� �NN Cc, I I I I I I II � Iv�iN n O 00 n°mro L+ n ° wO ww UN m 'Q w X y ®w S I II I I N m ec o 0 -63 +JfN 00 • II w M�MwW u¢ .mz wo m i N m m ®__ m p Mo II °w � a I O II II ...... F.< ¢ U ° m.6 ZaVI c M,N N.N W "ate O o �MmN mFay EZN �a °w I III I.I. O+. I N - n 11 II (.3 N F- E m7 -' + ¢y. II ®wW O ¢ vM a: III +--�' SON UN FK n qua o m n I m �U ° e¢ O II II 3a o I II Ni II�}C,7vn M I Ny.N II. II II OtON Hamm N m Wa;NN m+ ^N �aNww Z I I N N mw i _ NFa EN: wN�¢�. II 0 W c m - — w J v of N 1 NZ -a N " w. II II U xi c U : O. m, ® w w : I I � I . IJUL) -x . N, a I W d m m U I I -MZ 16 'la N N N(� �NN Cc, I I I I I I II � Iv�iN n O 00 n°mro L+ n ° wO ww UN m 'Q w X y ®w S I II I I N m ec o 0 -63 +JfN 00 • II w M�MwW u¢ .mz wo m i N m m ®__ m p Mo II °w � a I O II II ...... F.< ¢ U ° m.6 ZaVI c M,N N.N W "ate O o �MmN mFay EZN �a °w I III I.I. O+. I N - n 11 II (.3 N F- E m7 -' + ¢y. II ®wW O ¢ I ¢aa� ra'w M SON UN FK n qua o \N n I m �U ° e¢ O .. 3a o I II Ni II�}C,7vn o o� o ° o ` OtON Hamm Wa;NN m+ ^N N ®W W t.Mj« W i i O N y N N O FD N N M N O ¢ s v � m M SON N 3 \N I II II <m N C5 Z r n. N Z 'o' II ° .. 3a o I II Ni II�}C,7vn o as co o ` O to O O) 00 00 N N N W ° ¢ U O y=j d W o Q o 0. w 4 m m M I a m I�X M J cy W 3 Z OC Lo W� + > Z <r W N Z W o 0 ¢ :E J o 0 C v W W Q CC F J N E- W a L Ui } W W Z Z� fr R U n 0 LL Z 00 � 3 z u a U� P � m a a S f w � o < $ ` s 3 3 3 a a w 0 m Z O K Z < O M E ao ^u NeNjNL nmM� 0 o' o '� S - � � w J N N ap w at w a Z o'- r Z �w I <o �_ NVI Omi awans- sx \axu \eooctaz \amVn am)mu wo m' O ¢ M SON N 3 \N 6 0 v 31 N C5 Z r y15 Z 'o' .. . .......... .. ........ cO Z w O¢ma- < O M E ao ^u NeNjNL nmM� 0 o' o '� S - � � w J N N ap w at w a Z o'- r Z �w I <o �_ NVI Omi awans- sx \axu \eooctaz \amVn am)mu wo m' 90EZ-ZZ-dMS 3WVN 103f08d Lr) O LO O CD m co D N N N N M rn w J � W j U O O Z � J w a w � a z 0 U K W O T T ¢ W (O m VIII® w Q d Y - � M Q U yr 3 z rn 15 °J W m � Z � O r Q W W m V Q N O x I W D 3 o a m ¢ w x > a O¢ U U Q = = W U O U d tl z° x} 3 O J = � J z Z m O m z° U Z W F W W J W w a a z a T >o Q N x. w— ri z a T z w a m o U W U W W m O O N m O ° d O 2 O W r w I N a W N m < Y w I 0 0 Q N Q r N 0 N w- y I o o¢ 0 3 3 v= z v w T n o° x W� x FU- Z Q W as Z S x FQ- N ut V1 U° a s Q° a� z z Q F o a Q J r °r 30 U) w W O 0 w Z N W x Q m w Q o! J H x }� v O> ¢ m w m a< 3 N z N a O Z Z W •0 C9 O J Z a Q Q w i W W m < d Z Z r U W Z p N <> a a. Z ° z r w Q Q < °� a a w a m Q? vri d r r v 3WVN 103f08d Lr) O LO O CD m co D N N N N M rn w J � W j U O O Z � J w a w � a z 0 U K W O T T ¢ W (O m VIII® < O h Q aNn u O NM N L MO M�J N I� o o�.- O lO N > -Qa W w Z Q LLJJ N W � w a o - Z Z3M Z wM �� W OtHN r.� J OWm •mans- sz \oma \eoonoz \am \gin anvr+aue MOM" r 1" sor as s mom 9" rs M OW No an sol " No w Q d Y - � M Q yr 3 z rn 15 °J 'n � 1y15 ZV/mN ..................... O Z T W o Qma < O h Q aNn u O NM N L MO M�J N I� o o�.- O lO N > -Qa W w Z Q LLJJ N W � w a o - Z Z3M Z wM �� W OtHN r.� J OWm •mans- sz \oma \eoonoz \am \gin anvr+aue MOM" r 1" sor as s mom 9" rs M OW No an sol " No In Z d N ~ U z � Z a - Z r W K o °p Y W U p ti Q 20 ¢ O �U¢ cOilm W� NOh p0 mti =ti UO W m � I � e U U ¢ U N O� QL N U i Nti p a �3 Op }J 2ryQ= �4OW ¢�UWm I� 3 i3Q2� U 0-., - m0 O 1-ZS o °a ~0v= a w W per N K O(=7mOQVWI w! - ~OOn p W m W w w w z Q Q ��zwa n ZaWO.O Z U �awu' I F V1 m N O Z P - W U <§ m <- =_= Z O O �f H 1-Z VIw � Z Z� Z < W S O z M Om m W O W M W n to Uml-� O Z Z ti C N ¢ o mz a N oa wt°w ° _° J F U 4 2W Z ¢ W � f D OR a z h U Uw° --ao kx Z LL OOJ J2p < Q m no Q m W m W mvtii W �yJ WU� Q ew m o U J J z w m 2 X z Nw j aQ ¢ J I O m? o� LL- Z g u W Of a �� xm U N C 0_H J��JwQW wO °< �fe zio� Q Z I a �0 42 U N°¢g�F �o�-o0_ 4aa1 J Z wv- FO - } Q Z LL aaO WQ<ZU Wp, L,! J 9 U2 Qvx Q z .n o �4m Z: NMm 00 OU Z- Q I I I U O O O �¢o �Nz a > < — —_ _— -Z O k N j W w w 2 N a ~ 0 0-., - m0 O 1-ZS o °a ~0v= a w W per N K O(=7mOQVWI w! - ~OOn p W m W w w w z Q Q ��zwa n ZaWO.O Z U �awu' I F V1 m N w O P - W U <§ m <- =_= Z O Z O �f H 1-Z VIw O W W Z Z� Z < W S O z M Om m W O W M W n to Uml-� O 3 U O z w Z W w z z N ¢ o mz a N oa wt°w ° _° J F U 4 2W Z ¢ �? U96- LZ-dim 3WVN 103fONd W�i DU �2 O S�ynf" dQ¢22 ylt W �U N !�p,,sj jig l-,P; of - pp �WUYgpQ (]uj � yU 02 U At ?�xNxm Vj 2� ONE 4 Wpmh 0 m ppp iW p Qm2 22�S 03 m W Y Q d W 2 U K i2p �2 ��W m0 �Wy �p C-5 Wti CUN U� 3�W t7j� H o a 0 Z 0 W � a 0 a 0 ¢ OW m m r aonE `aon`U' III= M1NM - nmMp G o o °°R= X Q Z Q _ W j N d ¢ o W ¢t W � o �' C7 o3N NVIa - U �PWS -SZ \a \SOaw¢ \am \ :n :3 rc i ¢Q J !f co o a o 0 "I vN ¢O � W JU y Ns 'aeN, OQ�WO�Ue Q� UW to N A� ov'^ ow�W? nz ><h 30 ,,o Q `1 y N $IQ WIC I Jb��2 CH �HJ �mJI 1 d a \ v1Z v1 a W r K e4 2 h z, O I~i1 N \ r n n N2W Wes\ U_ kw O y U h�t41 00 wm ££�.�, 32 It OQ H > �WWhy� QW O (i � 320 eUe W cQ A o �� 41, + / \y ?� / p WW Wk ^ti W� � 3 mm h aaa a a Z-M 133HS 33S - 05 +8£ ViS U96- LZ-dim 3WVN 103fONd W�i DU �2 O S�ynf" dQ¢22 ylt W �U N !�p,,sj jig l-,P; of - pp �WUYgpQ (]uj � yU 02 U At ?�xNxm Vj 2� ONE 4 Wpmh 0 m ppp iW p Qm2 22�S 03 m W Y Q d W 2 U K i2p �2 ��W m0 �Wy �p C-5 Wti CUN U� 3�W t7j� H o a 0 Z 0 W � a 0 a 0 ¢ OW m m r aonE `aon`U' III= M1NM - nmMp G o o °°R= X Q Z Q _ W j N d ¢ o W ¢t W � o �' C7 o3N NVIa - U �PWS -SZ \a \SOaw¢ \am \ :n :3 rc i J !f co J m \ vN 7 \U � W JU y Ns 'aeN, N A� ow�W? nz ><h 30 ,,o Q `1 y N 0 ti W¢ b mJ� I Jb��2 2 +wV2 d a \ v1Z v1 \ h z, O I~i1 N \ r n n N2W Wes\ to 'f a. If h�t41 00 cv \ U m� or J It 41, + / \y :. / to / N + k U / P Do U96- LZ-dim 3WVN 103fONd W�i DU �2 O S�ynf" dQ¢22 ylt W �U N !�p,,sj jig l-,P; of - pp �WUYgpQ (]uj � yU 02 U At ?�xNxm Vj 2� ONE 4 Wpmh 0 m ppp iW p Qm2 22�S 03 m W Y Q d W 2 U K i2p �2 ��W m0 �Wy �p C-5 Wti CUN U� 3�W t7j� H o a 0 Z 0 W � a 0 a 0 ¢ OW m m r aonE `aon`U' III= M1NM - nmMp G o o °°R= X Q Z Q _ W j N d ¢ o W ¢t W � o �' C7 o3N NVIa - U �PWS -SZ \a \SOaw¢ \am \ :n :3 rc i U9E-LZ-Him 0 d O ON N O £ -M 133HS 33S - 00 +tt, ViS 3WVN 103f08d X20 �2 zgU Z?O It 4R�VW4U W W W¢3?UO2U JWJk J WV ¢3 =N 2 ¢U?220 W 2h��W.. �UQ ya 47J O �WU2W ��cm O� m�W 2 2`2 p LLi- w¢ m mOm�`� O K '!fl 2 (n W :it ? �W m2 L m���pUQ U� 3fl�n y3 Lu Lu H � U0�t2�2p� 2N timO WrU�J 4 30(aa ao 0�2� 4� ¢ a w 2 Z °� 4 Q 0 a m \\\ 0= N s pip a b Lup \ QU W p�0 + Z + V S \ QC10R14 QW w.� •, ti �\\ — — —F- a oa ¢I 11 0 41wNw "n�z b¢ x 1 l W¢a Inw a Z Z �V�20�ON D as ' _o 3N "3AV \ \\� 131VUNa33 a ryN 32 O l('ow\ h ; W¢QOtbt��qq¢ r0 N tDi1 �m¢p2o2� ° mll 1 ww 2 II D S¢ a H qI Z >� m I I <\ ow o aII ti W mr U V 2 ;1 I °Z o 2I NM��Jm U I CO 00\ 3¢ O¢ rz\�w >� mac, �h 2U� N1nf/I O .•njL p Ih< Q '}(pj h p1 �� ¢ I I QO�Umb J ¢ p+�V In w I 1 1 I ao IgWWf � �OZ �O Ct W cd I SS m n In 13N *3 V— l \\x ° a rmj P 31VGN Z \ N M i� J 6 U F. I am 3y m� ;�W3� �m °u k N�a J—�m W N m +oDOO V I I N� 31n ���� \ h U v�¢ Wy �- QW p to •r �h2 U 1 m� ti I 1 1 y w �ww of .'f. OoZ QSSC Y,. U7 m .• � Z W :l V /..1 ra 02 I l I vai II � N �z v! ao W in I mII I'..• :. 1 L — --pi's � s N 3 n \ N I \ in w \\yl O r ow o oZ �rZ N N O N 0 Q ° III N Of " � ° I � .••�� 3 ^yua ^I II I I h ,..� \y, W C�o� R1moD to \� v1w_ N y w w Na0 �1 zo I � L -M 133HS 33S - 05 +8£ `d1S 3WVN 103f08d X20 �2 zgU Z?O It 4R�VW4U W W W¢3?UO2U JWJk J WV ¢3 =N 2 ¢U?220 W 2h��W.. �UQ ya 47J O �WU2W ��cm O� m�W 2 2`2 p LLi- w¢ m mOm�`� O K '!fl 2 (n W :it ? �W m2 L m���pUQ U� 3fl�n y3 Lu Lu H � U0�t2�2p� 2N timO WrU�J 4 30(aa ao 0�2� 4� ¢ a w 2 Z °� 4 6�0'tlf15- 5 % \5NO�6UOCtOZ�OQ1 \41 amtlnu U Xptl11���1��` 2J 122�m NO;OWp2W VV O £ �V�20�ON W¢QOtbt��qq¢ �m¢p2o2� U?WW at�yu� -O O S¢ l3yu�Q Qvy IA��G11� 4e U Y a J ¢ ¢ Z J IgWWf � 3�=15u� Ct W cd In �h1Y i� ¢W -� Q p ;�W3� �m °u W aoi w � aJ � 02 �¢ 4w O O vS QSSC Y,. U7 aaa a a � Z M dJ w v! W � N J_ OQ� > NNE 3 ^yua 6�0'tlf15- 5 % \5NO�6UOCtOZ�OQ1 \41 amtlnu O O N--nt o" 71 O EL9£-L3_Him 3WVN 103rOdd Z -M 133HS 33S - 00 +tt d1S O 2� QW lot !3 �1ivn Q�222W p Q 44 aE2, Zo ZQ 4.022 a�F �� EU �3UVy aOW � r2F, W02'Kd3 U� U 2 �pOe�23 H� 3� O �y�210i 1�aW0 �� m�W c �l lwc"' V 3W mWN p 244-1 a, W� aaU� mii Wp�yWi2 X20 �W ij� yg2 (7 a S a�i1W��lU!uu 1}U�YO U Ii ~ 33�4yti; W22 22 �hj " WU0R2200~ ,Q WI� Vh aU 4. z - 02�Oa,yyO 2 EIg2a p �Q 0QIE0�14 4jOV1��VUSW W2 £ TU WjNCW2iDa�Wp '62 O a Om p;JIuUW WCOj O p� ¢ � ¢ � I�iii ? � IvWii U U W 001�20�Ue Q Wg¢b Wl�u ppm tu j�0 kW�40f c2Ti3,� Wk � �� WI II ? 4�3¢U�WW �O O H Q � H Rl d1 l?) I I� WI p a a a U Q a _U W O 2 �' 2U0� ILg ¢J ¢a ¢ IK (L 2 O 30WU �m W W a20 U�¢1a ay �2UW o1"� 6 i h � U¢ pvS V1 COj 4= aaa a a W J o ° Z � w a 0 Q 0 w O r r z m m �OgON I I I c MNM- qp. nrnn: ey-� Qp > vm N - W f ikJ C�^ i Q AM7y` � 4 W Z � wo >,c W ¢t W � O w'x Z Z 3 Z � W M W M J O Q O� W GI N O� U 5roare- sx \�.a \soaiaz \am \gin 3m+mu I 0 j U 0 o � Cim 1 I 1 a NN v ¢ OQ � � o f � o v1 ��0 14n � Ci � ® • 41 tC�l �c• 0/// pppp qq�� k b b ; U .4 �\ it m InwNN InwNbw � / I \ 6 W P $ Zz " - = U *TN 3AW X3UNI 0 3 to b ; 1V 2 G(B-1,._ 2lii1J �p S CY •� O _1 O \.1 — s.a °1 — — — — — —�— vW ti 1 I I z o °n O 3a?X, �w 1 ti y�W I W n N Z r ^� R, � 1 �p� I II 0 �— lA cO aDbb O U ¢ 3U Q ? ¢ 2J2 O�Ir Pz� 3 ;yo 3�o Z ,100 I I 1 I . -OOp20 w~w v op U�b �W vi Ic c, 16 Wja 1n off" wm 0o 0 CD Y - U I .:. v W U "� Wj h x O 41 'o b a b U eo IfEEI ti 1 1 � I I � A MO NO�J n�1n I .ID. 2O�j Wja Wja a� ci �� I � h2 ^m;� � tvWp2 a 'D aU �npWp2 vt�b2U v'3 a'o O�C01CD - �F ll• � w N as +r M � 6'W P N iAtl \ � n " D N013NIUatlx zn Y _ i v 3 1 R II I t < -- m n~ 2Gp 7D HJ w 7 � NOI NIMV 7 II wn I II oai xaa — • 551 m I I vl I U k)) a W� 3 t h= la o .- DMZ n II ••��\" wb �z D N I I m \ U o vl Q Ih �a \ C') Nm 4S I Z 3WVN 103rOdd Z -M 133HS 33S - 00 +tt d1S O 2� QW lot !3 �1ivn Q�222W p Q 44 aE2, Zo ZQ 4.022 a�F �� EU �3UVy aOW � r2F, W02'Kd3 U� U 2 �pOe�23 H� 3� O �y�210i 1�aW0 �� m�W c �l lwc"' V 3W mWN p 244-1 a, W� aaU� mii Wp�yWi2 X20 �W ij� yg2 (7 a S a�i1W��lU!uu 1}U�YO U Ii ~ 33�4yti; W22 22 �hj " WU0R2200~ ,Q WI� Vh aU 4. z - 02�Oa,yyO 2 EIg2a p �Q 0QIE0�14 4jOV1��VUSW W2 £ TU WjNCW2iDa�Wp '62 O a Om p;JIuUW WCOj O p� ¢ � ¢ � I�iii ? � IvWii U U W 001�20�Ue Q Wg¢b Wl�u ppm tu j�0 kW�40f c2Ti3,� Wk � �� WI II ? 4�3¢U�WW �O O H Q � H Rl d1 l?) I I� WI p a a a U Q a _U W O 2 �' 2U0� ILg ¢J ¢a ¢ IK (L 2 O 30WU �m W W a20 U�¢1a ay �2UW o1"� 6 i h � U¢ pvS V1 COj 4= aaa a a W J o ° Z � w a 0 Q 0 w O r r z m m �OgON I I I c MNM- qp. nrnn: ey-� Qp > vm N - W f ikJ C�^ i Q AM7y` � 4 W Z � wo >,c W ¢t W � O w'x Z Z 3 Z � W M W M J O Q O� W GI N O� U 5roare- sx \�.a \soaiaz \am \gin 3m+mu I 3OV7d H19 3N 3OV7d H1S 3N = o �Q N OS .6Z hUN o a w 0 G O Z � w 00 Y - N .9 X3 C7 ° w 3N 3il V SONONO3 OS .iZ M3N CT m U 3 0 NOONV V q .9 X3 < I W/ Z W >m Z�mt~i� z 2 J 'o P Q z z CSono ��O bA31 b1S Nay F a ti I ~ W U c W ' — ¢ 2 C H 3N 3A SONONO3 I J — O 2 m Oki l� I Z C1 O ¢yu U b W I W I o / Z W Q. Q. I O U 1{ I I < 2 U W � W j0 J W I W Z W D I 3OV7d H19 3N G = o �Q N OS .6Z hUN o a w 0 G O Z � w 00 Y - Z .9 X3 C7 ° w 3N 3il V SONONO3 —UG CT m U 3 0 < I W/ Z W >m Z�mt~i� z 2 'o P Q z z CSono ��O bA31 b1S Nay F • k 2 ti I ~ W U c W ' — ¢ 2 C H 3N 3A SONONO3 I J O I 2 m Oki l� I O p�'34 D a F CK (91:: O Z i Q Z O W " 0 Z m -° Z + O "r w UQa f- U (n U1 plkml W a M.-I 1 n z _O C) 7 O Z II Z + ON UQQ I- U N (1) G o �Q F- o a w 0 G O Z � w 00 Y - Z <OM C7 ° w 3N 3il V SONONO3 —UG CT m U 3 0 0 .91 X3 OQ W/ Z H LL c >m Z�mt~i� z 2 'o P Q Z c CSono ��O bA31 b1S Nay F Q ti 4 z Z U c — ¢ 2 $ D 3N 3A SONONO3 O l0 .9l X3 a F CK (91:: O Z i Q Z O W " 0 Z m -° Z + O "r w UQa f- U (n U1 plkml W a M.-I 1 n z _O C) 7 O Z II Z + ON UQQ I- U N (1) WD d Pal GAS G S G S �HdSV 30 Hl 9[ X-7 I U V to W W W U 2g2 U U N W I J Z J n 2 U j dA O o0 U 2 \ _ OU s •. H GA r GAS ° z o SS .8 Y3 m 2 z Z O U \ z 30V7d H1S 3N E U 00 /O 9 M3N OS .YZ M3N W v— (O3NOONV V 0.9 X3 2 Q apJ� w o GA _ GAS � a ss -g X3 m c c) c z \ 4 Q 3OV7d H193N ~ -T — S H O J Fn z O WO ' 7 Z co _II Z + 0,1 w UQa F- U m a' O z J E) Z _O r W r7 O O II Z N+, O�w J UQQ h- U N (A o o a vry H l U W Z 0 Q a w Z Q W � -� Q W LW =o F- Q L) O to J W H W a Z U Z W W w Cr > Z Q a aC 2 O Ir m LLJ Q W a D � Z s 00 a �Z ~ W a' c D i m c a s i 3 O �g v �Y < tc I a S 4 o' I a a i w li 0 I m I F- o a w 0 G O Z � w 00 Y - Z <OM C7 ° w 3N 3il V SONONO3 � a 0 ¢ 0 w ¢ O: o m m U 3 0 0 .91 X3 rn >m Z�mt~i� z 2 CSono ��O bA31 b1S Nay Q W iGJ O p�'34 ¢yu WD d Pal GAS G S G S �HdSV 30 Hl 9[ X-7 I U V to W W W U 2g2 U U N W I J Z J n 2 U j dA O o0 U 2 \ _ OU s •. H GA r GAS ° z o SS .8 Y3 m 2 z Z O U \ z 30V7d H1S 3N E U 00 /O 9 M3N OS .YZ M3N W v— (O3NOONV V 0.9 X3 2 Q apJ� w o GA _ GAS � a ss -g X3 m c c) c z \ 4 Q 3OV7d H193N ~ -T — S H O J Fn z O WO ' 7 Z co _II Z + 0,1 w UQa F- U m a' O z J E) Z _O r W r7 O O II Z N+, O�w J UQQ h- U N (A o o a vry H l U W Z 0 Q a w Z Q W � -� Q W LW =o F- Q L) O to J W H W a Z U Z W W w Cr > Z Q a aC 2 O Ir m LLJ Q W a D � Z s 00 a �Z ~ W a' c D i m c a s i 3 O �g v �Y < tc I a S 4 o' I a a i w li 0 I m I CL 2 ZQad C% J N k �.1 V G O >rn 3 i 2%o Z 0'3 n l�h iS� >_ ONNm X �.E U 3VWN 103rOdd _ s.n'ans- sz \om \s— oa \am \;n 3rertrnu -.� ��� z 0 Ln o a w 0 G O Z � w tl$$ <OM � a 0 ¢ 0 w ¢ O: o m m rn z �ooio 0 O �mNE bA31 b1S Nay CL 2 ZQad C% J N k �.1 V G O >rn 3 i 2%o Z 0'3 n l�h iS� >_ ONNm X �.E U 3VWN 103rOdd _ s.n'ans- sz \om \s— oa \am \;n 3rertrnu -.� ��� C tl$$ <OM rn �ooio 0 O �mNE W iGJ CL 2 ZQad C% J N k �.1 V G O >rn 3 i 2%o Z 0'3 n l�h iS� >_ ONNm X �.E U 3VWN 103rOdd _ s.n'ans- sz \om \s— oa \am \;n 3rertrnu -.� ��� o- /Q a `5� / \ /o- < El /0 .9 X3 l0 .9 7l3 3N 9A V X30NI Jy 2'G( 001 Xddv ss"e 3.HQ is ONE c clr E al rz 0 .9 X3, MJ 9 -X3 3N 3A V X30NI g: w %0 (.3 !L -Z 2'G( CK 301 Xdd IV ss"8 qi ip 3HQ 0 H i 6 T 'OLE to "sl sz9s-z?l-Him G N 3 ti ss .1? GAS GAS —H ly LL mod. L 3JV7dHl93N 3MIN 103fMid W117M ■ u Oo'o W z z + Lr) 0 d- Ld O 0 LLJ 0 U Z 0 (93-- Z F- U W Q z 0 11-- C) --o Z W (6 j II z 03 0 -t _j F- C) ( /3 (1) �2 cy q Cy C) W 3 ZZ 0 w ! U) Z ;z W ,-J 2 CL L w m c) I,- < 0 In _j w W m a Z W ul Z < 0 ur U) C) 0 QC) w LL- 00 >- LLI 2 E !cc yy 0 z iiiiii' GN] z 0 ti LA I W Q O 0 Z 0 GAS 0 0 —H .9-1 X3 oz z z 0 lu A? z 1(G3N0GNY8VJ /D .9 X3 ci 30V7dH193N .0 21 bo sz9s-z?l-Him G N 3 ti ss .1? GAS GAS —H ly LL mod. L 3JV7dHl93N 3MIN 103fMid W117M ■ u Oo'o W z z + Lr) 0 d- Ld O 0 LLJ 0 U Z 0 (93-- Z F- U W Q z 0 11-- C) --o Z W (6 j II z 03 0 -t _j F- C) ( /3 (1) �2 cy q Cy C) W 3 ZZ 0 w ! U) Z ;z W ,-J 2 CL L w m c) I,- < 0 In _j w W m a Z W ul Z < 0 ur U) C) 0 QC) w LL- 00 >- LLI 2 E !cc yy 0 z iiiiii' <mnE Aw. - 0 o. > LL, - > Z Z 0.:,2 Li PFN o< z 0 LA I W Q O 0 Z 0 0 0 ON <mnE Aw. - 0 o. > LL, - > Z Z 0.:,2 Li PFN o<