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HomeMy WebLinkAboutPW13-067 - Original - SCI Infrastructure, LLC - Hawley Road Levee Improvements - 02/20/2013 i Two-*e I.s :'all Records Management KENT W asHiHcroH Document i CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: SCI Infrastructure, LLC Vendor Number: ID Edwards Number Contract Number: Lo 1 3-o(c)7 This is assigned by City Clerk's Office Project Name: Hawley Road Levee Improvements Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: .2a-13 Contract Effective Date: Date of the Mayor's Signature Termination Date: eo Working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Kelly Casteel Department: Engineering Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of constructing approximately 835 linear feet of levee includIng— raising the existing Hawley Road, adjusting existing utilities, detention pond excavation and other miscellaneous work. IT S•Public\Records Management\Forms\ContractCover\adcc7832 1 11/08 SIGNED CONTRACT CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Hawley Road Levee Improvements Project Number: 10-3010 BIDS ACCEPTED UNTIL BID OPENING January 29, 2013 January 29, 2013 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR ENT WAS H IN G T O N 1 j PUBLIC WORKS DEPARTMENT Timothy J LaPorte, P E Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 �. KENT PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Hawley Road Levee Improvements Project Number: 10-3010 ADDENDUM No. 1 January 24, 2013 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I — BIDDER'S DOCUMENTS — REVISIONS OR MODIFICATIONS The following changes are included in the enclosed replacement Bidder's Document. Bidders must use the replacement Bidder's Document. SCHEDULE A-I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1075 4-03.5 5,�0 Gravel Borrow for Levee $ $ KSP 5,900 Embankment, Including Haul Per TONS TONS and Compaction ($2.50 Min) 1285 8-26.5 2 Install Fixed or Removable $ $ KSP EACH Bollard Type 11 Per EA Ln 1308 8-11.5 2 Beam Guardrail End Terminal, $ $ 3 WSDOT EACH Design C Per EA y V 3 3 MAYOR SUZETTE COOKE SCHEDULE A-IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 4010 7-04.5 48 Storm Sewer Pipe, 8 Inch $ $ KSP LN FT Diameter Cl. 50 Ductile Iron Per LF Pipe (Epoxy LinedUflf ted) 4015 7-04.5 438 Storm Sewer Pipe, 12 Inch $ $ KSP 230 Diameter Cl. 50 Ductile Iron Per LF LN FT Pipe (Epoxy Lined) 4030 7-04.5 265 Storm Sewer Pipe,.. 8 Inch $ $ KSP LN FT Diameter HDPE Flex Pipe Per LF (N-22 or Equal) SCHEDULE A-V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 5105 8-22.5 60 Painted Curbing $ $ KSP LN FT Per LF SCHEDULE A-VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT_ 7050 8-01.5 1,000 Plastic Covering $ $ WSDOT SQ YDS Per SY SCHEDULE A-VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 8045 8-02.5 1 Existing Irrigation System $6,000.00 $6,000.00 KSP FORCE Removal, Repair and/or Per FA ACCOUNT Modifications *Common price to all bidders 2 • Page 25 - Proposal Signature Pate REVISE the first paragraph as follows: The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within sixty (60) working days after issuance of the City's Notice to Proceed II — CONTRACT Page 33 — Contract REVISE the last sentence in item 1 as follows: Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed by 3une 30, 2013 within sixty (60) working days. III — KENT SPECIAL PROVISIONS Page 1-16 — Section 1-05.14 — Cooperation With Other Contractors REVISE the second paragraph as follows: This Contract may be constructed concurrently with other developments in the area. A min. 12' wide ���ar continuously operational access tlfeugl=irfa , must be provided for vehicles, bikes and pedestrians during construction of the Hawley Road Levee Improvements. Reconstruction of levee surface may be required from weather and vehicle trips that may drive through the construction zone. Additional material to reconstruct the surface has been included in the bid. This includes making sure slope and grades will allow access of truck deliveries (especially low-boys) as well as materials and construction items needed for the work on these other projects. Page 1-22 — Section 1-07.6 — Permits and Licenses DELETE the last permit: Page 1-24 — Section 1-07.23(1) — Construction Under Traffic REVISE to read as follows: SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING DELETED AND REPL"`cE� W-194 THE FOLLOWING; 3 Page 1-30 — Section 1-08.9 — Liquidated Damages ADD the following new section: SECTION 1-08.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.9 Liquidated Damages A// work must be complete within 60 working days. The City received a grant from the State of Washington Department of Ecology for the Hawley Road Levee Improvements that expires June 30, 2013. The City will not be reimbursed for work completed after June 30, 2013. Any work remaining after June 30, 2013 will result in the City being harmed by not getting reimbursed for said work. The City historically experiences wet weather in the spring and early summer. Adverse weather can negatively impact placement of levee material thereby necessitating "Weather Days". An aggressive schedule is thereby necessary to complete all work within the imposed external time constraints. In fairness to all bidders and to protect the citizens' financial resources, let it be known the City intends to aggressively pursue damages for failure to complete all work within the contract time for Physical Completion. The Special Liquidated Damages Because the City finds it impractical to shift all the financial risk associated with delays on this project to the Contractor, it has adopted the following formula to calculate damages for failure to reach Physical Completion on time. This formula calculates liquidated damages for each working day beyond the working days established for Physical Completion of the Work. Y P The Special Liquidated Damages amount will be based on the following formula: LIQUIDATED DAMAGES FORMULA 0.3C LD = T Where: LD = liquidated damages per working day C = $700,000 (rounded Engineer's estimated dollar amount) T = original time for Physical Completion C = $700,000 and T = 60 working days. Applying this formula, the liquidated damages amount will equal $3,500 per working day. The Contractor agrees to authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. When all work has been completed and the final pay voucher has been approved the Engineer shall establish the Physical Completion Date. The Engineer will notify the Contractor in writing of the Physical Completion Date. Liquidated damages will not be assessed for any days for which an extension of time is granted, No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligation and liabilities to complete the entire Contract. 4 Page 2-1 - Section 2-02.3(3) - Removal of Pavement, Sidewalks, Curbs and Gutters REVISE item 1 as follows: 1. Haul broken-up pieces of concrete to an approved off-project site rasp#aft unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. Asphalt pavement to be ground and mixed with existing base material. REVISE item 2 as follows: 2. Asphalt Mmaterial that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. Page 2-4 - Section 2-03.3(14)B - Earth Embankment Construction REVISE the first sentence of the second paragraph to read: Maximum lift thickness shall be 3 3-2 inches, as noted in Section 4-05. Page 7-3 - Section 7-04.5 - Payment 9 y REVISE the following items as follows: "Storm Sewer Pipe 8 Inch Diameter HDPE Flex Pipe (N-12 or Equal)" "Storm Sewer Pipe 12 Inch Diameter CI 50 Ductile Iron Pipe (Epoxy Lined)" "Storm Sewer Pipe 8 Inch Diameter Cl. 50 Ductile Iron Pipe (Epoxy Lined of fed)" Page 7-7 - Section 7-05.5 - Payment ADD the following sentence prior to the last sentence of the paragraph for payment items "Adjust Existing Manhole Cover to Finished Grade" and "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade": Should rectangular or circular adjustment sections (grade rings) exceed 16" max then additional basin sections shall be used. Page 8-12 - Section 8-02.5 - Payment ADD the following payment item as follows: The bid item "Existing Irrigation System Removal Repair and/or Modifications" shall be paid by force account in accordance with Section 1-09.6. This payment shall constitute complete compensation for all labor, tools, materials and equipment necessary to complete the work described above as approved by the Engineer. This item also includes all costs to test the existing irrigation system to determine if the system is operational, and to submit plans and obtain approval from the City as required for the work to be completed. If the 5 Contractor fails to test an irrigation system and the property owner claims the system was operational before the system was removed or modified, the Contractor shall replace, restore or repair the irrigation system at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration or repair must be made by the Contractor is final. For the purpose of providing a common proposal for all bidders, the City has entered an estimated amount for force account for this item in the proposal to become part of the total bid by the Contractor. Page 8-15 - Section 8-20.5 - Payment DELETE and REPLACE the following item as follows: The unit contract price per lump sum for "Illumination System"constitutes complete compensation for all materials, labor and equipment required to remove and store those luminaire poles affected by the project or identified by the engineer. Included in this bid item is the removal of existing lighting appurtenances, bases, any trenching, conduit or wiring. Work shall include but not be limited to removal, transportation and delivery of the poles to a City of Kent storage facility. Page 8-19 - Section 8-22.5 - Payment ADD the following item to this section: "Painted Curbing", in the color that identifies specific restrictions to parking (red or yellow), per linear foot. Page 8-19 - Section 8-26.5 - Payment REVISE the second paragraph as follows: The unit contract price per each for "Install Fixed or Removable Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to fabricate and install th-e-fixed or removable aP-'n , kfme;�bollards as shown on the plans or identified by the Engineer and described in the specifications and 3A/S , T Kent Standard Plans 6-15(a), 6-15(b), 6-15(c), 6-15(d) and 6-16. Page 8-21 - Section 8-30.1 - Description REVISE the first sentence as follows: This work shall consist of providing all posts, braces, ail --hardware, fabrication, afg-6 installation and maintenance of C-rty--fuFnished project signs-provided by Contractor based upon template (see sample Kent Project Sign in Appendix 3) provided by City, where shown +n on the plans or as where directed by the Engineer. Page 8-22 - Section 8-30.5 - Payment REVISE the first sentence as follows: 6 The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials to fabricate, install, maintain, to the Hf and removal at the completion of the project with afd-delivery of sign(s) ba to the City Shops, the project signs for the project. Page 9-2 — Section 9-14.2 — Seed DELETE Mix A and Mix C and REPLACE with the following: Mix B (Playground Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 100/0 -Creeping Red Rescue 95010 900/0 0.50/0 100/0 Chewin s Fescue 95% 90010 0.5010 50/0 Kentucky Bluegrass 95010 90010 0.5% 4001a Perennial R e rass 95010 90010 0.5% 2001a Alta Tall Fescue 95% 90010 0.5% 15% 1 Annual R e rass 95010 90010 0.5010 Page 9-4 — Section 9-14.4(9) — Special Planting Mixture DELETE the entire section and REPLACE with the following: Special planting mixture shall consist of a two-way mix consisting of 25% Pacific Garden Mulch and 75% Loamy Sand by volume. The organic component shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100010 recycled content. Loamy sand shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Sieve Percent Size Passing 1/4"s ware 100 US No. 10 80 - 90 US No. 30 65 - 70 US No. 60 25 - 35 US No. 100 15 - 25 US No. 200 5 - 10 The loamy sand shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. i 7 Contractor shall submit a certified laboratory analysis from an accredited soils testing laboratory indicating the material source and compliance with all planting soil specifications to the Engineer for approval before delivery to the Project Site. The analysis shall be with a sample of no less than one gallon. IV - APPENDICES Page A-2 - WSDOT Standard Plans ADD the following Standard Plans: TRAFFIC BARRIER C-1 Beam Guardrail Types 1 N4 (W-Beam) (2 sheets) C-6 Beam Guardrail Anchor Type 1 (2 sheets) C-7 Beam Guardrail End Sections Page A-3 - Miscellaneous Details ADD the following details: 3. Kent Project Sign 4. 6-15(a) - Removable Bollard S. 6-15(b) - Hinge Assembly (for Removable Bollard) 6. 6-15(c) - Bollard Casing (for Removable Bollard) 7. 6-15(d) - Bollard (for Removable Bollard) 8. 6-16 - Fixed Bollard and Bollard Placement V - PLANS Sheet 4 of 6 REVISE cross section location at 7+00 +/- to 312. Sheet 5 of 6 REMOVE cross section C/6 "valve box top and bottom" from detail and note should read "install Post Indicator Valve"as called for in the payment section. REVISE cross section location at 8+50 +/- to 3/2. END OF ADDENDUM No. 1 Chad Bieren, P.E. Date City Engineer Attachments: Appendix A-2 (6 pages) Appendix A-3 (7 pages) Bidder's Document (33 pages) 8 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill TRAFFIC BARRIER C-1 Beam Guardrail Types 1N4 (W-Beam) (2 sheets) C-6 Beam Guardrail Anchor Type 1 (2 sheets) C-7 Beam Guardrail End Sections CURBS, SIDEWALK AND DRIVEWAYS F-10.12-02 Cement Concrete Curbs ROADSIDE AND SITE DEVELOPMENT H-60.10-01 Bollard Type 1 H-60.20-01 Bollard Type 2 SITE PREPARATION AND EROSION CONTROL I-30.30-00 Wattle Installation on Slope FENCE AND GLARE SCREEN L-20.10-00 Chain Link Fence Types 3 and 4 ROADWAY DELINEATION M-20.10-01 Longitudinal Markings Patterns Hawley Rd Levee Improvements/Horn A - 2 January 24, 2013 Project Number. 10-3010 • 1OmLN�€ t0omm `w � �r$S.m�" y '� �4 � ° � E 5 nm a°'m_N no mo�j ° c a�33 Er m$ °ni V dd d r 6 W E c o c b y„ pl m s om J 4 y n n t 3 � �y W m m _ m p J N� NN m—�N � 6 p ONVJEY+C$ �L "a sn l` Ii ry ,Z Wm �10 � Oia ,10s16J;En 0�mo .2 �g N Ir m�-Eoao �w PF W Q a 0G UL^v Cmc tim �r�v � c.yEy, � a5lvmr�naa2' �� m F' a R B I wo aDimt£o n «n �m3wSp�cm y a \� qq ry _ vN=n 0E3mn m m K m c o t E m o v E w 2 c m m m°En£ v�3ca .mcW AA W mo Nf v�mu3 �w� mm ' > gi00U�EaS `o� �c'mEa° m g `dEm c E r' Eem$ - dKac iwm W` u7WEG pm�of'j- N hJ O N N 6 m N r rrrr ....r.rrrr.er.rrrr..,r. rrr.rr OQaQ mW �pwd J WN Z W f�p LL� mK C O F2 i UQ `1QN LLD .C-.S 0 0 oy Qp cow Ya a xKx J .Q xZ bOQ�+ W JJJL L � •L � a 3.°. w�o� o am Y J •L �� m� a rc J NIW.Z-z ° o a a w IN1 Zl LL F D �m�jI ° •� F < o 0 ° _ 0 LL FW W z J F m w p0 W LL0J�0 JD iFn i w '� a�xznm¢5�f d2x1 5xm zzz�.O<,N z m �= �= Wbm 5�Ww_(az wz - =D W6 Q�bJ 'O>2 n°>i O m3N .9-Z U�F� WmnN W W=mFo0Jmw'm`e _ S — 0-A J LLJ a Da � pm m LLm m O 3�x N a ma ¢ om z > LL Wb6' � uS �J Q W D a p2Q2 W �iO z p .a rL J .t•-z � f� of z-z N N= Q J UJI I 4n J z o m D D W LL Of}O♦ LL LL 113GOn Na3d AS NMvaa 16Mm'MN®n'IWa T.IAITm n ^ z V7 c s a� yNUb � 5 On> > Qrui d N n .[ug gg ,lu me o OR d v�nigo2nd t Q .zLL� dd `s 5 z ^ `�'C oFe' {{��] Z .Z dUam f� W LU a I ^ I I I I I � �I I Z x o -� I I o v N I F N I h_O �� � I I f I ` {I I l . 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Kent Project Sign 4. 6-15(a) - Removable Bollard S. 6-15(b) - Hinge Assembly (for Removable Bollard) 6. 6-15(c) - Bollard Casing (for Removable Bollard) 7. 6-15(d) - Bollard (for Removable Bollard) S. 6-16 - Fixed Bollard and Bollard Placement a Hawley Rd Levee Improvements/Horn A - 3 January 24, 2013 Pro3ect Number 10-3010 �r i v iI s L '� Z3 0 a 0 0 � . 0 0 UL ,. C� C/) N I O DIRECTION OF BICYCLE/ PEDESTRIAN TRAFFIC 4"x4"xt/8" A500 STEEL BOLLARD (SEE STD DETAIL 6-15(d)) d 1 -0° d d ° , 6 , A -d '• d 3/8" PLATE STEEL HINGE r -d , d (SEE STD. DETAIL 6-15(6)) ° - PLAN VIEW "BEST" TYPE PADLOCK / FINISHED GRADE —�—2" ACP PAVEMENT (TYPICAL) 0 0 • •° = 0 0 0 0 0 0 0000 .° — 000000000000 2" CRUSHED SURFACING, TOP COURSE \ J dll A° •`�'9° COMPACTED EARTH 4 a° BOLLARD CASING (SEE STD. DETAIL 6-15(c) A y • •d• V °4 d • ° , 24"x12"x12" CLASS 3000 CEMENT CONCRETE BASE • dO. d • 1 CU. FT. 5/8" GRAVEL -6 • \/ • d Jf ° • // 0 0 d d� V T REMOVABLE BOLLARD o TJo ❑ ❑ o ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑pr q�HVp, q DESIGNED JB SSE NONE STANDARD DE(NL ❑ ❑ ❑ ❑ ❑ ❑ ❑ n n .. n n n ❑ ❑ ❑ DPAYlN JM CHECKED E) DATE 9-26—D1 6-1 5(a) a GN¢" APPROVED CM Portions of these standards are being revised, Contact Transportation Engineering for current standard, 856-5564 PIN=1/8" OIA. I " 2 7/4" 5" 1 71/32" 1/4" 7/8„ 1/2" ,.. 3/4 II 1/4'-— - 1-5%32" 4 5/16" 25/32" jj - ---- - -- 1 5/32" 1/2" T -r 1 1/4" I R=1/32" I , R=3/16" NF 7 1/4" STAIN ESSDIA STEEL3FLATHEADGSCREWS NOTE 1. HINGE TO BE FABRICATED FROM 3/8" STEEL PLATE TO GIVEN DIMENSIONS 2 DIMENSIONS GIVEN ARE APPROXIMATE FABRICATOR TO ADJUST AS NEEDED TO ENSURE PROPER FIT CITY OF KENT ENGINEERING DEPARTMENT �T HINGE ASSEMBLY W.."..","" (FOR REMOVABLE BOLLARD) DESIGNED is STANDARD DETAIL DRAWN im SCALE NONE ' CHECKED EW DATE 6-11-99 6-15(b) `�—__- APPRDVEO rn E"p� Portions of these standards are being revised. Contact Trans ortatlon Eixellneorlity for current standard. Z856-5564 1 5/32" 1 5/32" 1 1/16" cV EO Ln / 1 1/16" 1/4" DIA NF FOR SCREWS TO PLAN VIEW FASTEN HINGE — SEE STD. DETAIL 6-15(b) 5 5/16" 4 5/8" 7/16"� 1 15/32" `j� 5/8" 1 3 16" 1X. 1/8" `--1/2" DIA x 6" LONG BOLT, BEND AND WELD TO CASE ' M O I N 2 1/2" INSIDE DIA GALVANIZED IRON PIPE ELEVATION VIEW NOTES: CITY OF KENT ENGINEERING DEPARTMENT 1. CASE TO BE MADE OF 1/2" STEEL PLATE, BOLLARD CASING CUT AND WELD TO GIVEN DIMENSIONS, a.i K It• T (FOR REMOVABLE BOLLARD) 2. DIMENSIONS GIVEN ARE APPROXIMATE FABRICATOR 9ESlGNED ae TO ADJUST AS NEEDED TO ENSURE PROPER FIT D" A W N ins scAEE NONE STANDARD DETAIL CHECKED EW DATE 6-11'99 6—15(c) MPROVED CII'(EHGHEER Portions of these standards are being revised. Contact Transportation Enalneering for current standard. Z53 856-5564 3/16" A500 STEEL PLATE CUT TO CONFORM TO SQUARE TUBE WELD AND GRIND SMOOTH. 1" DIAMETER HOLES, REMOVE BURRS, TWO PLACES 4"x4"0/8" A500 STEEL SQUARE TUBE. 264 INSTALL PLUMB. PAINT. 1 COAT RUSTOLEUM PRIMER #7673 � 2 COATS RUSTOLEUM #7797 SEMIGLOSS WHITE PAINT FULL LENGTH PRIOR TO PLACEMENT (SEE NOTE 1.) 4 1/4" DIAMETER STAINLESS STEEL ROD WELD TO POST 1/8" DIA DRAIN HOLE Ln 1/8" 1/4" A500 STEEL PLATE CUT TO CONFORM TO SQUARE TUBE, WELD AND GRIND SMOOTH 1/8" N 2" OUTSIDE DIA. GALVANIZED IRON PIPE NOTES 12" L 1. INSTALL A 4"x24" STRIP OF CONSPICUITY SHEETING �1 f FULL LENGTH IN THE DIRECTION OF TRAVEL SHEETING CITY OF KENT SHALL BE 3M BRAND SCOTCHLITE (TM) DIAMOND GRADE, ENGINEERING DEPARTMENT SERIES 980 OR APPROVED EQUAL (SEE PLAN VIEW � � ON DETAIL 6-15(a)) 0 ]�Ej�.j BOLLARD 2. DIMENSIONS GIVEN ARE APPROXIMATE. FABRICATOR "••" •"*"" (FOR REMOVABLE BOLLARD TO ADJUST AS NEEDED TO ENSURE PROPER FIT DESIGNED is SCALE NONE STANDARD DETNL DRAWN JAI CHECKED EW DATE C_1 5/r) APPROVED htt FNC"��R V `U Portions of these standards are being revised Contact Transportation En-glyperhm for current standard. 25 764 3/16" A500 STEEL PLATE CUT TO CONFORM TO TUBE WELD AND GRIND SMOOTH. i" DIAMETER HOLE, REMOVE BURRS — TWO PLACES 4"x4"x1/8" A500 STEEL SQUARE TUBE. io INSTALL PLUMB PAINT 1 COAT RUSTOLEUM PRIMER #7673 2 COATS RUSTOLEUM #7797 SEMIGLOSS WHITE PAINT FULL LENGTH PRIOR TO PLACEMENT. (SEE NOTE 4) FINISHED GRADE tO \ COMPACTED EARTH P 1/8° (FOR ALL REBAR) Vj ' 36"x12"x12" CLASS 3000 CEMENT CONC. BASE #5 GRADE 60 REBAR, 4 PLACES. WELD TO 4"x4" TUBE HACK OF CURB ACCESS WIDTH (VARIES) I e . FIXED BOLLARD D I (SEE NOTE 1) .e•.. .� � ° �/� �i - REMOVABLE BOLLARD w00 � 00 w w I I '--- ° .e• �• W Z�ti Zp ALL to ° I owJ I F=JIi I • '° w w}� wry { VARIES I o m o ra I VARIES 12" I I I SEE NOTE I I SEE NOTE 5'-0" � 5'-0" NOTE: TYPICAL PLAN VIEW 1. ADD FIXED BOLLARDS PER STO DETAIL NO, 6-15 AS REQUIRED FOR WIDER ACCESS ROADS 2. EVENLY SPACE REMOVABLE BOLLARDS AT 5 FT. ON CENTER WITH THE CENTER BOLLARD AT THE CENTER LINE CITY OF KENT 3. SPACING SHALL BE MINIMUM 3 FT. AND MAXIMUM 5 FT. ENGINEERING DEPARTMENT (DO NOT INSTALL OUTSIDE BOLLARDS WHEN DISTANCE IS LESS THAN 3 FT • FIXED BOLLARD AND 4. INSTALL A 4"x24" STRIP OF CONSPICUITY SHEETING FULL ��,. BOLLARD PLACEMENT LENGTH IN THE DIRECTION OF TRAVEL SHEETING SHALL CESIGNED KE SCALE NONE STANDARD DETAIL BE 3M BRAND SCOTCHLITE (TM) DIAMOND SERIES 980 OR DRAWN SEW APPROVED EQUAL (SEE PLAN VIEW ON DETAIL 6-15(a)) CHECKED DMJ DATE 6-11-99 6— 1 6 cm EHCJLACER APPROV'D TAB INDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Miscellaneous Details Tab 8 Traffic Control Plano Tab 9 Project Permits Tab 10 Associated Utility Plans Tab 11 Prevailing Wage Rates i BIDDER'S NAME SCI INFRASTRUCTURE, LLC REVISED PER ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Hawley Road Levee Improvements Project Number: 10-3010 BIDS ACCEPTED UNTIL BID OPENING January 29, 2013 January 29, 2013 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT WASH IN G T O N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidders Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Miscellaneous Details Traffic Control Plans Project Permits Associated Utility Plans Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through January 29, 2013 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Hawley Road Levee Improvements Project Number: 10-3010 The project consists of construction of approximately 835 linear feet of levee including raising the existing Hawley Road, adjusting existing utilities, detention pond excavation and other miscellaneous work. Included are approximately 5,770 tons of levee fill, 425 cubic yards of excavation, 2,080 tons of crushed rock, and 775 tons of asphalt paving. The Engineer's estimated range for this project is approximately $800,000 - $987,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Nick Horn at (253) 856-5529. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.gov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid is required. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 9th day of January , 2013. BY: onald Moor , City erk Published in Kent Reporter on January 18, 2013 Daily Journal of Commerce on January 15 and 22, 2013 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named Hawley Road Levee Improvements Project Number: 10-3010 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated In a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. SCI INFRASTRUCTURE, LLC NAME OF BIDDER BY: A41,1 I—!i I M h o Signature/Title Z s Is4-I" sT ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Hawley Rd Levee Improvements Add 1/Horn 1 January 24, 2013 Project Number 10-3010 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. Dated this day of Otll VP4 h f , 2013. By: For: SCI INFRASTRUCTURE, LLC Title: H t�N P�l�(C Date: 01 '29 — 13 Hawley Rd Levee Improvements Add 1/Horn 2 January 24, 2013 Project Number 10-3010 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Hawley Rd Levee Improvements Add 1/Hom 3 January 24, 2013 Protect Number 10-3010 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of SCI INFRASTRUCTURE, LLC Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Hawley Road Levee Improvements/Project Number: 10-3010 that was entered Into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy1.2 and the Declaration City of Kent Equal Y q Employment Opportunity Policy that was part of the before-mentioned contract. Dated this 2 day of 1rNv , 2013. By: �t�For: SCI INFRASTRUCTURE, LLC Title: �"l mi Date: Hawley Rd Levee Improvements Add 1/Horn 4 January 24, 2013 Project Number. 10-3010 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that SCI INFRASTRUCTURE, LLC has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Hawley Road Levee Improvements/Project Number: 10-3010 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Hawley Rd Levee Improvements Add 1/Horn 5 January 24, 2013 Project Number 10-3010 SCHEDULE A-I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ 1000 1-09.7 1 Mobilization $ $ � WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ 101 W6— $ l o, 6D0 WSDOT LUMP SUM Per LS 1010 4-05.5 3,700 Grinding and Mixing Existing $ ?- 10-2 $ KSP SQ YDS Asphalt with Base Material Per SY 1015 2-02.5 335 Remove Existing Asphalt $ G " -- KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 230 Remove Existing Cement $ 4^ $ 9�,p KSP SQ YDS Concrete Sidewalk Per SY 1022 2-02.5 144 Remove Existing Cement $ 5 ^ $ '�Zd KSP SQ YDS Concrete Commercial Per SY Driveway (Reinforced) 1025 2-02.5 340 Remove Cement Concrete $ 4" $ 3(e0 -- KSP LN FT Curb and Gutter Per LF 1030 2-02.5 210 Remove Cement Concrete $ A- $ 8i'o KSP LN FT Extruded Curb Per LF 1045 8-21.5 1 Removal and Reinstallation of $ $ 35D KSP LUMP SUM Existing Traffic Signs Per LS 1050 2-02.5 185 Saw Cut Existing Asphalt $ 4- - $ -j 4.b ^ KSP LN FT Concrete Pavement Per LF Hawley Rd Levee Improvements Add 1/Horn 6 January 24, 2013 Project Number 10-3010 SCHEDULE A-I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1055 2-02.5 30 Saw Cut Existing Cement $ +' $ ZO KSP LN FT Concrete Pavement Per LF 1060 2-03.5 225 Roadway Excavation Including $ 1 5� $ 3 WSDOT CU YDS Haul Per CY 1061 2-13.5 200 Stormwater Detention Pond $ 1 5-- $ 3"0o0 r KSP CU YDS Excavation, Including Haul Per CY 1065 2-03.5 475 Unsuitable Foundation $ 12 ^ $ WSDOT CU YDS Excavation Including Haul Per CY 1070 8-15.5 10 Light Loose Riprap $ 3d '— $ 306 �- WSDOT TONS Per TON S 0 1075 4-03. Gravel Borrow for Levee — C..5 �e $ l 1 $ "i,85a KSP 5,9oo Embankment, Including Haul Per TON TONS and Compaction ($2 50 Min) 1080 4-04.5 865 Crushed Surfacing Top $ 1 8 $ 15 S`10 KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 1,216 Crushed Surfacing Base $ If)— $ v) bab — KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 775 HMA Class 1/2", PG 64-22 $ $ ( 5, 5� r KSP TONS Per TON 1145 8-14.5 198 Cement Concrete Sidewalk $ 40^ $ -jgZo KSP SQ YDS Per SY Hawley Rd Levee Improvements Add 1/Horn 7 January 24, 2013 Project Number 10-3010 SCHEDULE A-I — LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1150 5-04.5 60 Asphalt Concrete Sidewalk - $ 2 $ KSP SQ YDS 2 Inch Depth Per SY 1205 8-04.5 370 Cement Concrete Curb and $-{ $ - ,441)w KSP LN FT Gutter Per LF ,ro 1210 8-04.5 200 Cement Concrete Extruded $ 1 $ 1, S'Od KSP LN FT Curb Per LF 1215 8-04.5 82 Cement Concrete Traffic Curb $ $ 11230 KSP LN FT Per LF 1220 7-05.5 3 Adjust Existing Catch Basin $ 44D $ ( 3S0 - i KSP EACH Grate or Curb Inlet Grate to Per EA Finished Grade 1225 7-05.5 2 Adjust Existing Manhole Cover $ 45D- $ 4)86 — KSP EACH to Finished Grade Per EA 1235 7-05.5 2 Adjust Existing Meter Box to $ 300 -- $ (ADO KSP EACH Finished Grade Per EA 1285 8-26.5 2 Install Fixed or Removable $ l3Gb.- $ r (obD KSP EACH Bollard Type 31 Per EA 1290 1-10.5 1 Vehicle Access Control Gate $ 6096 $ 5 edo '— KSP EACH PeAA 1291 8-26.5 4 Remove Existing Bollard $ 10 00— $ 400 r' KSP EACH Per EA Hawley Rd Levee Improvements Add. 1/Horn 8 January 24, 2013 Project Number 10-3010 SCHEDULE A-I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8 ^ 1303 2-02.5 90 Remove Existing Beam $ "476 $ ZO ^ KSP LN FT Guardrail Per LF 1304 2-02.5 2 Remove Existing Guardrail $ 256" $ Jed KSP EACH Anchor Per EA 1305 8-11.5 164 Beam Guardrail Type I $ 25-^ $ WSDOT LN FT Per LF 1308 8-11.5 2 Beam Guardrail End Terminal $ 2oa WSDOT EACH Design C Per EA 1310 8-11.5 2 Beam Guardrail Anchor $ QOo $ 1 �odO WSDOT EACH Type I Per EA 1315 8-28.5 6 Pothole Utilities $ 3 O 0 $ 1 Sao -- KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $ 1. 50 " $ b$a KSP EACH Per EA 1345 8-21.5 72 Trail Detour Signage $ 7-5-- $ ) t gop KSP SQ FT Per SF 1355 1-04.4(1) 1 Minor Changes $5,000 00** $5,000.00 WSDOT CALC Per CALC "Common price to all bidders 1360 2-03.5 835 Inspection Trench $ 76'^� $ KSP LN FT Per LF Hawley Rd Levee Improvements Add 1/Horn 9 January 24, 2013 Project Number 10-3010 -40- SCHEDULE A-I - LEVEE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ v—�1 9.5% WA State Sales Tax $ a Schedule A-I Total $ Hawley Rd. Levee Improvements Add. 1/Horn 10 January 24, 2013 Project Number 10-3010 SCHEDULE A-IV -STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4010 7-04.5 48 Storm Sewer Pipe, 8 Inch $ '70 ^ $ 3 3�oD ^ KSP LN FT Diameter Cl. 50 Ductile Iron Per LF Pipe (Epoxy Lineded) 4015 7-04.5 4-3-0 Storm Sewer Pipe, 12 Inch $ 8D $la 1 KSP 230 Diameter Cl. 50 Ductile Iron Per LF LN FT Pipe (Epoxy Lined) 4020 7-04.5 60 Storm Sewer Pipe, $ -7 $ -500 KSP LN FT 18 Inch Diameter Concrete Per LF 4025 7-04.5 1 8 Inch Gate Valve MJ x FL or $ 1) 100- $ -- KSP EACH MJ x MJ or FL x FL with Post Per EA Indicator 4030 7-04.5 265 Storm Sewer Pipe,.. 8 Inch $ 3S^ $ 9�2"ls— KSP LN FT Diameter HDPE Flex Pipe Per LF (N-12 or Equal) 4060 7-12.5 1 Valve Box Top Section and Lid $ �1�� " $ '3 Da KSP EACH Per EA 4065 7-12.5 1 Valve Box Base Section $ 3&b -- $ 360 KSP EACH Per EA 4070 7-12.5 1 Valve Operating Nut Extender $ 5400 - $ 308 KSP EACH Per EA 4080 7-05.5 3 Catch Basin, Type 1 $ () 100- $ 31 3� KSP EACH Per EA 4090 7-05.5 1 Catch Basin, Type 2 - $ 4,W6 $ 4, boa �- KSP EACH 60 Inch Diameter Saddle Per EA Manhole with Flat Top Section Hawley Rd Levee Improvements Add 1/Horn 11 January 24, 2013 Project Number. 10-3010 k SCHEDULE A-IV —STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4110 7-05.5 1 Locking Diamond Plate Frame $ 112-60 " $ 2206 KSP EACH and Cover Cast in Flat Top Per EA 4115 7-05.5 3 Bolt Down Catch Basin $ 4-5'd ^ $ KSP EACH Frame and Grate Per EA 4130 7-04.5 1 24 Inch Diameter Aluminum $ 41300 $ 41 add KSP EACH Flap Gate Assembly Per EA 4135 2-02.5 5 Remove Existing Catch Basin $ 4b6'' $ ^Z,Dilo '— KSP EACH or Manhole Per EA 4145 2-02.5 620 Remove Existing Storm Sewer $ 11 r $ (r�828 KSP LN FT Pipe or Culvert Per LF 4160 7-08.5 5 Fine Aggregate Gradation for $ t 00— $ 00 KSP TONS Portland Cement Concrete Per TON 4170 7-08.5 162 Pipe Zone Bedding $ l 3 -- $ 2� l NO KSP TONS Per TON 4180 7-08.5 560 Bank Run Gravel for Trench $ 1 $ $ '717,90 KSP TONS Backfill Per TON Sub Total $ `7 1 7,91 -- 9.5% WA State Sales Tax $ Schedule A-IV Total $ 07 9, G63 'tf Hawley Rd Levee Improvements Add 1/Horn 12 January 24, 2013 Project Number 10-3010 SCHEDULE AN - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,040 Traffic Control Labor $ 5'b ^ $ $ZI"b— KSP HOURS Per HR 5010 1-10.5 40 Construction Signs Class A $ (A-" $ .- KSP SQ FT Per SF 5015 1-10.5 285 Traffic Control Supervisor $ 45-- $ 101 SZS'- KSP HOURS Per HR 5020 1-10.5 1 Other Temporary Traffic $ 3060 $ 3 606 -- KSP LUMP SUM Control Per�LS 5080 8-23.5 800 Temporary Pavement Marking $ -- • 20 $ ( tee WSDOT LN FT Per LF 5100 8-22.5 650 White Edge Line Paint Stripe $ . .-JD $ KSP LN FT Per LF 5105 8-22.5 60 Painted Curbing $ :5� $ ;46 r' KSP LN FT Per LF Sub Total $ I1,W 9.5% WA State Sales Tax $ 1 I2S-- Schedule A-V Total $ Zi 125— Hawley Rd Levee Improvements Add 1/1-lorn 13 January 24, 2013 Project Number 10-3010 f SCHEDULE A-VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6005 8-20.5 1 Illumination System $ l21 $ IZtsw KSP LUMP SUM Per LS Sub Total $ 21 50D 9.5% WA State Sales Tax $ , 4' Schedule A-VI Total $ Hawley Rd Levee Improvements Add 1/Horn 14 January 24, 2013 Project Number 10-3010 SCHEDULE A-VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 1.5 Seeding, Fertilizing, and $ 21 Dab $ 31 00D -- KSP ACRE Mulching Per AC 7004 8-01.5 740 High Visibility Filter Fabric $ 4" $ t7 160 KSP LN FT Fence Per LF 7006 8-01.5 50 Wattle $ 4^ $ 2eo WSDOT LN FT Per LF 7015 8-01.5 7 Inlet Protection $ &5'— $ KSP EACH Per EA 7020 8-01.5 580 Erosion Control Blankets $ l- 0 $ g7d WSDOT SQ YDS Per SY 7030 8-01.5 45 ESC Lead $ 7r- $ 1 , tZS-- KSP DAYS Per DAY 7040 8-01.5 180 Street Cleaning Sweeping $ �^ $ WSDOT HOURS Per q�aa 7050 8-01.5 11000 Plastic Covering $ Z zS' $ 2i WSDOT SQ YDS Per SY 7055 8-01.5 1 Erosion/Water Pollution $5,000 00* $5,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders Sub Total $ -2-41 $60 9.5% WA State Sales Tax $ Z--.3 l -- Schedule A-VII Total $ 2'71 Hawley Rd Levee Improvements Add 1/Horn 15 January 24, 2013 Project Number 10-3010 SCHEDULE A-VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8000 8-02.5 4 Tree Planting and Staking $ 97s-- $ 5,!q -- KSP EACH Per EA 8005 8-02.5 200 Topsoil Type A $ 3 8 ^ $ '7, 466 -- KSP CU YDS Per CY 8010 8-02.5 220 Sod Installation $ 8— $ 11 ?Gd — WSDOT SQ YDS Per SY 8015 8-02.5 25 Bark Mulch $ 3*-^ $ Sao WSDOT CU YDS Per CY 8030 8-02.5 1 Miscellaneous Landscape $5,000.00** $5,000.00 KSP FORCE Restoration Per FA ACCOUNT **Common price to all bidders 8045 8-02.5 1 ExistingIrrigation 6 000.00 rigat�on System $ , $6,000.00 KSP FORCE Removal, Repair and/or Per FA ACCOUNT Modifications *Common price to all bidders Sub Total $ 9.5% WA State Sales Tax $ 2 39a 70 Schedule A-VIII Total $ 24 4¢6. 76 Hawley Rd Levee Improvements Add. 1/Horn 16 January 24, 2013 Project Number 10-3010 BID SUMMARY Schedule A-I 3 �?2 9 Schedule A-IV D 3 Schedule A-V 191r 12 5--- Schedule A-VI l 3 1, 8'7 S% Schedule A-VII 1'- , 22'I �O Schedule A-VIII 2"71 � TOTAL BID AMOUNT -1 QS- 3 i Hawley Rd Levee Improvements Add 1/Horn 17 January 24, 2013 Project Number 10-3010 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Hawley Road Levee Improvements Project Number: 10-3010 Subcontractor Name Item Numbers 1a95 115'a Subcontractor Name Co vy)i4 / Er (I- Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Hawley Rd Levee Improvements Add 1/Horn 18 January 24, 2013 Protect Number 10-3010 4 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: SCI INFRASTRUCTURE, LLC Project Name: Hawley Road Levee Improvements Project Number: 10-3010 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: S �� Electrical Subcontractor Name: y � �� Signature of Bidder 70 Date Hawley Rd Levee Improvements Add 1/Horn 19 January 24, 2013 Project Number 10-3010 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility Inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to Its citizens and its taxpayers to administer Its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any Information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the citydetermines that based on the criteria established in this statement a , bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Hawley Rd Levee Improvements Add. 1/Horn 20 January 24, 2013 Project Number. 10-3010 If the bidder falls to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make Its determination of bidder responsibility based on the Information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the Information provided herein is true and sufficiently complete soas not to be misleading. SUBMITTED BY: I ��5 S rim A-1-7�7it� � NAME: SCI INFRASTRUCTURE, LLC ADDRESS: 2825 56' 154"t4- S'T- =)gyr"l le, YIA 7 rt2V PRINCIPAL OFFICE: ADDRESS: PHONE: 20�p FAX: ZO 2�2- 0�192 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business Identifier number. 1.3 Provide proof of applicable Industrial Insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not Hawley Rd Levee Improvements Add 1/Horn 21 January 24, 2013 Project Number 10-3010 been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of Incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and Indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name Is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below Is yes, please attach details.) Hawley Rd Levee Improvements Add 1/Horn 22 January 24, 2013 Project Number. 10-3010 4.2.1 Has your organization ever failed to complete any work awarded to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. S. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. Hawley Rd Levee Improvements Add 1/Horn 23 January 24, 2013 Project Number 10-3010 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 'L day of i�n1rU , 2013. Name of Organization: SO 9 By: 1'v-r L , being duly sworn, deposes and says that the O��SE•ANQi(ffjormation provided herein is true and sufficiently complete so as not to Q �55ionisleading. 2F ;V �pTAR y m: 0 = 2�4h ►St*scnb&@and sworn before me this /� day of �Q h !^yl , 2013. N pUBL1G . ��� (.t /N/11FWC66ission Expires: �2-4f 2-e /3 Hawley Rd Levee Improvements Add 1/Horn 24 January 24, 2013 Project Number 10-3010 Statement of Qualifications City of Kent July 31. 2012 1.3 Copy of Master License Service: See Above. Employment Security Department: 148451-00-0 State Excise Tax Registration: 602 094 857 1.4 SCI Infrastructure, LLC, including any subsidiary companies or affiliated companies under majority ownership or under control by the owner's of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06 010 or 39 12 065(3). Manager 2. ORGANIZATION 2.1 Our organization has been in business for 61 years. 2.2 Our organization has been in business under its present business name for 12 years. 2.2.1 Our organization has formerly operated under the names: Scoccolo Construction, Inc Scoccolo Construction Company 2.3 Our organization was incorporated in 1965 and now operates as a limited liability company in the state of Washington. 2.3.1 Date of incorporation: 1965 (formed SCI April 1, 2001.) 2.3.2 State of Incorporation: Washington 2.3.3 N/A 2.3.4 N/A 2.35 N/A 2.3.6 N/A 2.4 Our organization was incorporated in 1965 and now operates as a limited liability company in the state of Washington. 2.4.1 April ], 2001 2.4 2 Limited Liability Company 2.4.3 General Partners- Scoccolo Construction, Inc. & Mountain Pacific Contractors, Inc. SCI Infrastructure, LLC Page 3 of 7 Statement of Qualifications City of Kent July 31, 2012 I 2.5 N/A 2.6 N/A 3. LICENSING 3.1 Jurisdictions and trade categories our organization is legally qualified to do business with: State of Washington, Contractor's Registration No. SCIINL*993JA Department of Labor& Industries Account No 009, 814-00 3.2 Jurisdictions in which our organization or trade name is filed: State of Washington 4. EXPERIENCE 4.1 Categories of work that our organization typically performs with it's own forces: Excavation, Sitework, Underground Utilities, Trucking, Concrete (flatwork, retaining walls, vaults, etc.) 4.2 Claims and Suits 4.2.1 Our organization has never failed to complete any work awarded to it. 4.22 No Judgments, claims, arbitration proceedings or suits are pending or outstanding against our organization or its officers. 4.2.3 Our organization has not filed any law suits or requested arbitration with regard to construction contracts within the last five years. 4.3 Within the last five years,no officer or principal or our organization has ever been an officer or principal of another organization when it failed to complete a construction contract. 4.4 See the attached list of the major projects our organization has in progress. 4.4.1 The total worth of work in progress is: $10.6 Million The total worth of work under contract is: $21 ;Million � 4.5 See the attached list of major projects our organization has completed in the past five years, with the name of the project, owner, architect/engineer, contract amount, date of completion, and percentage of cost of work performed with our own forces SCI Infrastructure, LLC Page 4 of 7 Statement of Qualifications City of Kent July 31, 2012 4.5.1 The average annual amount of construction work performed during the past five years is $25 Million. 4.6 Construction experience and present commitments of key personnel in our organization: Mark Scoccolo: Company Manager — Has been in the heavy, civil, construction business for over 24 years. Starting in the field and working his way through the various roles as superintendent, estimator, and project manager. Mark currently manages the day-to-day operations of personnel, management, and finance. Patrick Scoccolo: Equipment/Claims Manager — Started with SCI in 1987 as a foreman, moved up to field supervisor, general superintendent, as is now in the office as a project manager. He has experience coordinating manpower and equipment to properly staff each project. Tyson Lashbrook: Project Manager — Started with SCI in 2000 as a foreman, moved up to field supervisor, and is now in the office as a project manager. He has the field and management experience to be a well-rounded manager of time, money, and resources. Jennifer Scoccolo: Contract Manager — Worked for Sellen Construction, a local general contractor for over seven years before coming to work for SCI Jennifer has a strong background in concrete, both cast-in-place and precast. Jennifer also has extensive experience with AutoCad and earthwork volume calculation software (Sitework 98 / Graphic Grade). Currently handles payment for contract and extra work. Our organization has over 4 Field Supervisors, most of them have worked with SCI for numerous years These are the people who direct field operations on the projects and maintain communication with the office through the project manager or project engineer assigned to the project. 4.7 See attached list of major equipment owned by SCI Infrastructure and available for use on this project. 5. REFERENCES 5.1 Trade References NC Machinery, PO Box C-34936, Seattle, WA (425) 251-5800 Mack Trucks, Inc., 25619 Pacific Hwy S, Des Moines, WA (253) 529-0258 SCI Infrastructure, LLC Page 5 of 7 Statement of Qualifications City of Kent July 31, 2012 5.2 Bank References Columbia Bank, 1301 A Street, Tacoma, WA 98401 Contact: David Stiffler 253-305-1909 5.3 Surety Bonding Company: Merchants Bonding Company 2100 Fleur Drive, Des Moines, IA 50321 Bonding Agent: Cascade Surety 10924 Mukilteo Speedway, Suite B Mukilteo, WA 98275 6. Financing 6.1 (6.1.1) After bid opening, financial information may be required by the City. 6.1.2 Bernston Porter& Company, PLLC 155 108t' Ave NE, Suite 510 Bellevue, WA 98004 800-876-6931 6.1.3 After bid opening, financial information may be required by the City. If requested, the relationship and financial responsibility of the organization is identical to that named on page 1. 6.1.4 N/A 6.2 The organization whose financial statement may be requested after bid opening, will act as guarantor of the contract for construction. 7. Signature 7.1 Dated at this 29tht day of January , 2013. Name of Organization- SCI Infrastructure. LLC By: + Title: Contract Manager SCI Infrastructure, LLC Page 6 of 7 Statement of Qualifications City of Kent July 31, 2012 7.2 Jennifer Scoccolo, being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and swom before me this 29th day of January u� P•SC0� Notary Public sNCJ\on'ek _C` O/ My Comm' i Expires: 05/24/13 =z .o�OjP� O PUB r�1: OF`14 SCI Infrastructure, LLC Page 7 of 7 City of Kent CONTRACTOR'S QUALIFICATION STATEMENT The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: SCI INFRASTRUCTURE, LLC NAME. Jennifer Scoccolo ADDRESS: 2825 S 154t" Street Seattle, WA 98188 PRINCIPAL OFFICE: SAME Phone: 206-242-0633 Fax: 206-242-0792 1. STATUTORY REQUIREMENTS 1 1 Copy of Department of Labor& Industries Certificate of registration: i patno"Lo Aborandtndmile% ; 1140 Box 4WD -4 kcjiikr,-daspscuEi 9byTawow can Contractor (f i6�NERAI ILNF }A$I RUCw71 E'L+EL.CC )tom;4�=01 1925SXTFi f tFFT T#E .xpjr�Tir t re ,',j ltivi SLA LAC,WA 09tKgn.14 =4 a -a Statement of Qualifications City of Kent July 31, 2012 1.2 Current State UBI Number: 602 094 857 BUSINESS LICENSE tilhl}LIF WatiHGN .RX1 Unified Business ID #r 602 094 657 unmestne Limited Liabilltyl Company Business ID #. I Luc.+#,lan: 1 CaGpir�s� Ol-3I-2013 sci INFRASTRUCTURE, L.L.C. 2825 S 154TU ST SEATTLE WA 98198 i k TAX REGISTRATION INDUSTRIAL INSURANr.E UMEMPtOYMENT INSURANCE s� r CITY LICEN5ES1kEGISTRATIONS' BELLEVUE 3ENERAL BU5JWtSS #63463 MAFYGVILLE FENFRAL mU51NE55 #0444CON908 i SAMMAMI511 GENERAL BUSINESS r LICENSING RESTRICTIONS- { City of Bsllevue - Must comply with nll Name 0eCup�ttpn oxomptlnn wrriters� �` Not lacmnsnd to hire persons under oga 1S pL Lhia location 4 s I r� } d E i, I ifw dncurzeat Iets tlfc rry{abrab�nx,emdor�emrn Lw end u'MSM�Ull+l+'iin+irir Ihr 6iivnrx a *I r mrd atllra Bxxea:rtrtFry tq6 dvvmmLlfie6vxnsreexrlifixv drciihrelblicM wi tlK-q�llrat{rn uasmrtrtlr4c +sue ami axurfte hr m,hcL of he,aw her FFnasiry ge,drl ow 4.'rt wi0 he I ��Axretpl In cranitivmm with ill ahp3 ezbleK IrebLa elntc omsrll ..1Wr.t* IRO r b.• I•iu.w.f at Gernnx fi t SCI Infrastructure. LLC Page 2 of 7 P �E STATE G n s BUSINESS LICENSE jd9d nr,4 aY STATE OF WASHINGTON Unified Business ID #: 602 094 857 1 Domestic Limited Liability Company Business ID #: 1 Location: 1 , 1 Expires: 01-31-2014 SCI INFRASTRUCTURE, L.L.C. ! 2825 S 154TH ST SEATTLE WA 98188 TAX REGISTRATION INDUSTRIAL INSURANCE a UNEMPLOYMENT INSURANCE 11 CITY LICENSES/REGISTRATIONS: BELLEVUE GENERAL BUSINESS #63463 { MARYSVILLE GENERAL BUSINESS #0444CON908 SAMMAMISH GENERAL BUSINESS a t� LICENSING RESTRICTIONS: City of Bellevue - Must comply with all Home Occupation exemption ' ! criteria. t Not licensed to hire minors without a Minor Work Permit. C I ! I c f< ;j ". i' tl t� 1 t 1 t� ! F c I 1 Y' This document lists the registrations, endorsements, and licenses authorized for the business �r l� named above By accepting this document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knowledge,and that business will be conducted in compliance with all applicable Washington state,county,and city regulations. 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K � § tz e < I § ; y= 5J : &, , � _ _ E , / k� § 3 ( ! /@ ± { % ±I { 0C) 2 : ` ° < \» Ef 0 ) \ F- oGe ! r \ ( II £ ge � a / ) E ) ) / / E ) } y3 ) I ! ƒ w ( a \ R \ \ § w§ § § 8 8 \ { § \ e | J - :LD e _ 3 ( § ( \ E - * ) ; ) () [ - / Ja I - ® - - Cf ; $ � ) - k 'a 3 a u FU � J \3 _ k U }/ {-j m ODE m a Ld § ` UI � IL W ? § > f _ ) Cl) LU w 3:\ \ \ }j | - ) E \ > E\( \ -a LL m � ( J ] § a \ : \) » f { m < \ - _ \ \ \ \ ! e \ £ = \ x ) \ / 0 ! ) ® _ § § / � 3 , 3 ! � < E [ t E < | < » CD a _ - : ew » 2 = u cli � E 7 � E CD 0 b § k LU k ) \ ! _ E N - 2 E ± 4 ] c { - < ® a ) - - \* § & _ ¥ 3 ° E ! �= \ § � , } m 2 | - ° = r , 2 § § { ; $ \ \ J \ ; © a ) / f ; , \ } f \ f \ \ ( { \ \ {2m } ! m ( \ E § = >g � � � , < a G e � k ~ t $ § a &r - ; _ � aM < E 3 § � § 0 ; = � 7@ « @ - f: \ t ze , m ° ® f $ } t = N > _ ) ) - ® ! }» \ 63 § 2 » � 2 K/« % ± 7 2 : X 3 72 ( - ; E U)m _ , _ _ > � > 22 § 0E � 0 « { ( \ jj \ j \) \ j \} \ } {\ j ( } j \ \ kj \ j ) ( CL ) E ) k /\ ) \ REVISED 12/13/2010 EQUIPMENT LIST Y Su.aU tit&Wrth went EARTHMOVERS Caterpillar 623B Scrapers 3 Caterpillar 631 D Scrapers 4 DOZERS Caterpillar D-9 Dozers 1 Caterpillar D-8 Dozers 1 Caterpillar D-7 Dozers Caterpillar D-6 Dozers Caterpillar D-3 Dozers 2 John Deere 650 Dozers 2 POW li John Deere 700 Dozer 1 Oak John Deere 450 Dozers 1 EXCAVATORS Lmkbelt LX460 Excavator 1 Hitachi EX400 Excavator Caterpillar EX330 Excavator 1 Komatsu PC350LC Excavator •T.i/ Caterpillar 345 DL Excavator 2 �.� Caterpillar 320 Excavator 2 Volvo 21OLC Excavator 1 IR-,y, Hitachi EX220 Excavator 1 ILPZ20 Komatsu PC128 Excavator 1 -.Mbvw,J Komatsu PC138 Excavator 4 Komatsu PC228 Excavator 1r 1508 Valentine Ave. SE, Pacific, WA 98047 Phone 253-218-0444 / Toll Free 800-255-0633 Administrative Fax 253-218-0454 / Bid Fax 253-218-0452 .erssoa/sred Genespp/ ontrs��� www.sciinfrastructure.com �� �� - �� ��� � � � AWo,fwashrngton REVISED 12/13/2010 EQUIPMENT LIST EXCAVATORS - continued Hitachi EX120 Excavator Hitachi EX200 Excavator John Deere JD 50 Excavator 1 Itwj, Yanmar V-1045 Excavator 4 111=111 Caterpillar 303 CR Excavator 1 01, TRACTORILOADER/BACKHOES Caterpillar 416 Backhoe Caterpillar 420 Backhoe John Deere 310 Backhoe 5 WHEEL LOADERS Caterpillar 980C Loader Caterpillar 962G Loader 1 4064 Caterpillar 928G Loader 3 Caterpillar 950/938 Loader 2 Caterpillar 930 Loader 1 0 COMPACTORS Caterpillar 815 Pad Foot 1 xw Sakai SV400-D Compactor 1 Dynapac CA362D Compactor 1 Bomag 172 Compactor 1 Caterpillar CS563 Compactor 1 Dynapac 152D Compactor 1 Dynapac CC-900 Compactor 1 Wacker 15T Compactor 2 2OF3 REVISED 12/13/2010 EQUIPMENT LIST MOTOR GRADERS Caterpillar 16G Grader 1 0*1 Caterpillar 14G Grader Caterpillar 140G Grader 1 Caterpillar 12E Grader 1 0 TRACK TYPE LOADERS Caterpillar 955K Loader 2 TRUCKS Mack End Dump w/Trader 8 Tractor&Side Dump 2 IF Ow i91L Mack End Dump 5 " ARTICULATED TRUCKS Volvo A-35 4 SWEEPER TRUCKS 1AW12 law, 1y11s '_ Tymco 600 3 Mnuw.oc',.e,..r. wrnrr ene`r.em.. wnm,san'r.N...� VACUUM TRUCKS Vac-Master 1 — 23 SPECIALTY EQUIPMENT 5-4000 Gallon Water Trucks Asphalt Grinder Fine Grade Trimmer Light Plants, Generator Sets,Air Compressors 3OF3 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract b; '_-_ '_^, _^'__ within sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s I_, to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: 13 SCI INFRASTRUCTURE, LLC NAME OF BIDDER BY: K4V-L--V � Signature M/ChtG S e-G'GGO L 0, }✓1x�1 � (Print Name and Title) 1021�- 5 ► t747" S T Address Hawley Rd Levee Improvements Add 1/Horn 25 January 24, 2013 Project Number 10-3010 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, SCT Tnfrac rnrtnrc, T.T.0 , as Principal, and Merchants Bonding Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of 5% of Bid Amount Dollars, for the payment of which the Principal and the Surety bond 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 Hawley Road Levee improvements/Project Number: 10-3010 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 29thh DAY OFsanuars 2013. SCI Infrastructure, LLC By PRINCIPAL Mer(-ha to Bonding Com ny Byb�(Ci , yrl� SURETY Gordon E. Wibbens, Attorney-in-fact 20 Received return of deposit in the sum of $ Hawley Rd Levee Improvements Add 1/Hom 26 January 24, 2013 Project Number 10-3010 • MERCHANTS BONDING COMPANY,• POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC, both being corporations duly organized under the laws of the State of Iowa(herein collectively called the"Companies"), and that the Companies do hereby make, constitute and appoint, individually, Gordon E Wibbens, Nicholas Wlbbens Of Mukilteo and State of WA their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of SIX MILLION($6,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding, Inc,on October 24,2011 "The President, Secretary,Treasurer,or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fad, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto,bonds and undertakings, recognizances,contracts of indemnity and other writings obligatory in the nature thereof The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed" In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 2nd day of March , 2012 `.,..` ...* ... ••*�?11G CQ�.o•• MERCHANTS BONDING COMPANY(MUTUAL) , a 4j�O•? :O��O�QQAq�;°yam•: MERCHANTS NATIONAL BONDING,INC. 1933 e: STATE OF IOWA y ..nar`N��,• •••••••••••• COUNTY OF POLK as President On this 2nd day of March 2012,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC,and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies,and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa,the day and year first above written MARANDA GREENWALT Commission Number 770312 440(JC6 My Commission Expires October 28,2014 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK as I, William Warner,Jr,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC, do hereby certify that the above and foregoing is a true and correct copy of the POWER-DF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked In Witness Whereof, I have hereuntQ�et this 29thdayof January LL lSSlny hand and affixed the seal of the Companies on •.,,.uelr.,yf •...... O, , m co 9 �•: a•' 1933 Q V a Secretary POA 0014 (11/11) -y. . . .. .•;'���r=� •.dd r••.. ••`�01. CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned persorl firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify 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 wage 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. Hawley Road Levee Improvements Project Number: 10-3010 NAME OF PROJECT SCI INFRASTRUCTURE, LLC NAME OF BIDDER'S FIRM 1a-1-I- I ,N(M SIGNATURE OF AUTHORIZED REPRESEN ATI E OF BIDDER s Hawley Rd Levee Improvements Add. 1/Horn 27 January 24, 2013 Project Number 10-3010 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER Date: Change Order No.: 1 City Project Name: Project Number: Contractor: Original Contract Date: This Change Order amends the above-referenced contract; all other provisions of the contract that are not Inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. The section of the Agreement which outlines the Description of Work, is hereby modified as follows: Provide all labor, materials, and equipment necessary to: 2. The contract amount and time for performance are hereby modified as follows: Original Contract Sum, Including $ applicable alternates and WSST. Net Change by Previous Change Orders $ (rncl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Original Time for Completion Working days Revised Time for Completion under -0- Working days prior Chan e Orders Days Required t for this Change Order -0- Working days Revised Time for Completion F­7Working days Hawley Rd Levee Improvements Add 1/Horn 28 January 24, 2013 Project Number 10-3010 In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest or claim it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes full payment and final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. The parties whose names appear below swear under penalty of perjury that they are authorized to enter Into this contract modification, which Is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (If any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte , P.E. Its Its Public Works Director (Title) (Title) DATE: DATE: A Hawley Rd Levee Improvements Add 1/Horn 29 January 24, 2013 Project Number 10-3010 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name .................. Tableof Contents Sheet .......................................................................0, Invitation to Bid...................................................................................0, Contractor Compliance Statement........................................................8" Date............................................................................................O0 Have/have not acknowledgment ................................................Eir, Signatureand address .................................................................0� Declaration - City of Kent Equal Employment Opportunity Policy ........a- Datedand signed .........................................................................Er-� AdministrativePolicy ...........................................................................0-� Proposal...............................................................................................❑ First line of proposal - filled in ....................................................0� Unitprices are correct ...............................................................AT Minimum bid prices are correct..................................................J3' Subcontractor List (contracts over $100K) ..........................................40` Subcontractors listed properly....................................................El' Signature ....................................................................................0-� Subcontractor List (contracts over $1 million).....................................E' Subcontractors listed properly....................................................Er Signature ....................................................................................,I3-- Contractor's Qualification Statement ...................................................a- Completeform and notarize.........................................................0" ProposalSignature Page......................................................................0" AllAddenda acknowledged .........................................................0" Date, signed and addressed ........................................................0� BidBond Form .....................................................................................0' Signed, sealed and dated ............................................................El- Powerof Attorney.......................................................................13� (Amount of bid bond shall equal 50/o of the total bid amount) CombinedDeclaration Form.................................................................IT Signedand dated .........................................................................a- ChangeOrder Form..............................................................................4Er- Bidder's Checklist ................................................................................ g-� The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Hawley Rd Levee Improvements Add 1/Horn 30 January 24, 2013 Project Number 10-3010 i Executed in Triplet Originals Bond No. WAC46434 PAYMENT AND PERFORMANCE BOND Y KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, sCI Infrastructure, LLC as Principal, and Merchants Bonding Company a Corporation organized and existing under the laws of the State of Washington, 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 verally held and firmly bound to the CITY OF KENT in the penal sum of $ 3 , together with any adjustments, up or down, in the total contract price because o anges in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Hawley Road Levee Improvements/Project Number: 10-3010 (which contract is referred to herein and is made a part hereof as though attached hereto), 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, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this Instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Hawley Rd. Levee Improvements/Hom 31 January 9, 2013 Project Number 10-3010 , TWO WITNESSES: sru Tnfrastrnctnre, LLC PRINCIPAL (enter fimcipal's name a v ) dle, BY: '� ^ TI CON 7 fzhc T 1"t/CNf2 DATE: Zl' t?��!� DATE: CORPORATE SEAL: N.4Nc� yosHrr� PRINT NAME DATE: Merchants Bonding Company SURETY r r: CORPORATE SEAL: BY: � ; Gordon E. Wib ens DATE: U Z- l 3 - i 3 TITLE: Attnrna).—in—fart ADDRESS: 2100 Gleur Drive Des Moines, IA 50321 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal SCT Infrastructure, LLC Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY Hawley Rd. Levee Improvements/Hom 32 January 9,2013 Project Number, 10-3010 MERCHAN Bond No. WAC46434 BONDING COMPANY, POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC , both being corporations duly organized under the laws of the State of Iowa(herein collectively called the"Companies"), and that the Companies do hereby make,constitute and appoint, individually, Gordon E Wlbbens, Nicholas Wlbbens Of Mukilteo and State of WA their true and lawful Attorney-in-Fact,with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of SIX MILLION($6,000,000.00)DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed This Power-of-Attorney is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company(Mutual)on April 23,2011 and adopted by the Board of Directors of Merchants National Bonding, Inc, on October 24,2011 "The President, Secretary,Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed" In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 2nd day of March , 2012 tr`•``�} i0f1(C"••.�= :.`1O1NG'CQ*A: MERCHANTS BONDING COMPANY(MUTUAL) 99�y�'� MERCHANTS NATIONAL BONDING,INC c %ems Z003 .mac ;y 1933 By STATE OFIOWA „r' ••.••••••. COUNTY OF POLK as �""^i'"i'N President On this 2nd day of March 2012,before me appeared Larry Taylor,to me personally known,who being by me duty swom did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC,and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, Iowa,the day and year first above written y ARANDA GREENWALT ��� /�Commission Number770312JL &� My Commission Expires October 28,2014 Notary Pubhc,Polk County, Iowa STATE OF IOWA COUNTY OF POLK ss I, William Wainer,Jr,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC, do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked In Witness Whereof,1 have hereunto set my hand and affixed the seal of the Companies on this \3TH day of "FZ�/ 7,o v• ••..... �; �- :a'• 1933 A ,C` Secretary POA 0014 (11/11) _;"d�•• . . ;.�<fi,3� •. dip..�.•t.N4 CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and scT Tnfrastrnrtnre, T.T.G. , organized under the laws of the State of Washington , located and doing business at 2825 9 194th Street, Seattle, WA 98188 ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Hawley Road Levee Improvements/Project Number: 10-3010 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall Include all project specifications, provisions, and plans; the City's general and special conditions; the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2012 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed by 3une 30, 2013 within sixty (60) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract Documents and every part thereof, except as mentioned in the specifications to be furnished by the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Hawley Rd. Levee Improvements/Horn 33 January 24, 2013 Project Number: 10-3010 CITY OF KENT 17 74 BY: SU TTJ"OKE, MAYOR DA E: ATTEST• RONALD M RE, TY CLE APPRO ED AS TO FOR KENT LAW DEPARTME T CONTRACTOR BY: PRINT NAME: TITLE: ncc.L n_a �e-?` DATE: .)-- /J - /--� Hawley Rd Levee Improvements/Horn 35 January 9, 2013 Project Number 10-3010 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for Injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain Insurance of the types described below: 1. Commercial General Liability Insurance shall be written on ISO occurrence form CG 00 01 or Its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Hawley Rd Levee Improvements/Hom 36 January 9, 2013 Project Number. 10-3010 EXHIBIT A (Continued) 2. Automobile Liability Insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The Insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's Insurance coverage shall be primary insurance as respect the City. Any Insurance, self-Insurance, or Insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. Hawley Rd Levee Improvements/Horn 37 January 9, 2013 Project Number 10-3010 EXHIBIT A (Continued) G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Hawley Rd Levee Improvements/Horn 38 January 9, 2013 Project Number 10-3010 7 ® DATE(MMDDIYYYY) A°►M o CERTIFICATE OF LIABILITY INSURANCE 02/08/2013 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) CONTACT PRODUCER NAME Parker,Smith&Feek, Inc PHONE 425-709 3600 FAX No 425-709-7460 2233 112th Avenue NE E-MAIL Bellevue,WA 98004 ADDRESS INSURERS)AFFORDING COVERAGE NAIL p INSURERA Valley Forge Insurance Company INSURED INSURER B Liberty Insurance Corporation SCI Infrastructure,LLC 2825 South 154th Street INSURER Seattle,WA 98188 INSURER D INSURER E INSURER F COVERAGES 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 TYPE OF INSURANCE INgP SUBR POLICY NUMBER MM DDIYYYY MM DWYYYY POLICY EFF POLICY EXP LIMITS LTR A GENERAL LIABILITY C4016281533 4/1/2012 4/112013 EACH OCCURRENCE s 1,000,000 DAMAGE TO RENTED 300,000 x COMMERCIAL GENERAL LIABILITY X X PREMISES Ea occurrence $ CLAIMS-MADE O OCCUR MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY FX7 PRO )( LOC $ U O ATOMBILE LIABILITY C4016281516 COMBINED SINGLE LIMIT 1,000,000 A 4/1/2012 4/1/2013 Ea accident ANY AUTO X X BODILY INJURY(Per person) $ ALL OWNED x SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS x x NON-OWNED PerOPE TY DAMAGE $ HIREDAUTOS AUTOS $ B UMBRELLA LIAB X OCCUR TH7661066322012 4/1/2012 4/1/2013 EACH OCCURRENCE $ 2,000,000 x EXCESS LIAB CLAIMS-MADE X X AGGREGATE $ 2000,000 DED I x RETENTION$ 10,000 $ A WORKERS COMPENSATION C4016281533 WC STATU- X 02- AND EMPLOYERS'LIABILITY YIN 4/1/2012 411/2013 ANY PROPRIETOR/PARTNER/EXECUTIVE❑ ..WASHINGTON STOP GAP E L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED N/A (Mandatory m NH) E L DISEASE-EA EMPLOYE $ 1,DD0,OOD h yes describe under 1,DOO,D00 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) SCI Job No 1306-Hawley Road Levee Improvements Project No 10-3010 City of Kent is included as additional Insured and coverage Is primary and non-contributory per the attached endorsement G1 86521 0709(GL),LC00001 1110 (Excess),LCU2908 1110(Excess),and included as additional insured per the attached endorsement CA0001 0310(Auto) Waiver of subrogation applies per the attached endorsement G186521 0709(GL)CA0444 0310(Auto),LC2407 0807(Excess) CERTIFICATE HOLDER CANCELLATION 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 Kent 400 West Gowe AUTHORIZED REPRESENTATIVE Kent,WA 98032 1 x ©1989-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Policy No C4016281516 19 Mobile Only those "autos'that are land vehicles and that would qualify under the definifron of Equipment 'mobile equipment'under this policy if they were not subject to a compulsory or Subject To financial responsibility law or other motor vehicle insurance law where they are Compulsory Or licensed or principally garaged. Financial Responsibility Or Other Motor Vehicle Insurance Law Only B. Owned Autos You Ac quims After The Poky SECTION II—LIABILITY COVERAGE Begins A. Coverage 1. If Symbols 1, 2, 3, 4, 5, 6 or 19 are entered next We will pay all sums an 'insured'legally must pay as to a coverage in Item Two of the declarations, damages because of 'bodily injury' or 'property then you have coverage for 'autos' that you damage' to which this insurance applies, caused by acquire of the type described for the remainder of an 'accident' and resulting from the ownership, the policy period. maintenance or use of a covered"auto.` 2. But, if Symbol i is entered next to a coverage in We will also pay all suns an 'insured' legally must Item Two of the Declarations, an 'auto' you pay as a'covered pollution cost or expense'to which acquire will be a covered "auto"for that coverage this insurance applies, caused by an 'accident' and only it. resulting from the ownership, maintenance or use of a. We already cover all `autos' that you own for covered 'autos.' However, we will only pay for the that coverage or it replaces an 'auto' you 'covered pollution cost or expense' If there is either previously owned that had that coverage; and 'bodily injury` or 'property damage' to which this b. You tell us within 30 days after you acquire it insurance applies that is caused by the same that you want us to cover it for that coverage, 'accident 0 C. Certain Trailers, A Wds Equipment And We have the right and duty to defend any 'insured' Temporary Substitute Autos against a 'suit' asking for such damages or a If Liability Coverage �s provided this aovara 'covered pollution cost or expense.' However, we �y 9 P by to have no duty to defend any'insured' against a 'suit' form,the following types of vehicles are also covered seeking damages for 'bodily injury' or 'property 'autos'for Liability Coverage damage' or a 'covered pollution cost or expense' to 1. 'Trailers' with a load capacity of 2,000 pounds or which this insurance does not apply. We may less designed primarily for travel on public roads. Investigate and settle any claim or °suit' as we 2. 'Mobile equipment' white being carried or towed consider appropriate. Our duty to defend or settle by a covered*auto' ends when the Liability Coverage Limit of Insurance has been exhausted by payment of judgments or 3. Any 'auto' you do not own while used with the settlements. permission of its owner as a temporary substitute 1. Who is An insured for a covered'auto'you own that is out of service because of its- The following are'insureds': a, Breakdown; a. You for any covered'auto.' b. Repair; b. Anyone else while using with your permission c Servicing; a covered 'auto' you own, hire or borrow d. 'Loss'. or except. (1) The owner or anyone ek>+e from whom you e. Destruction. hire or borrow a covered'auto,' This exception does not apply if the covered 'auto' is a 'trailer' connected to a covered 'auto`you own. Page 2 of 12 Copyright Insurance Services Office, Inc., 2009 CA 00 010310 Policy No.: C401628516 (2) Your 'employee' it the covered 'auto' is These payments will not reduce the Limit of owned by that'employee' or a member of Insurance. his or her household. b, Out-d-stme Coverage Extensions (3) Someone using a covered 'auto' while he While a covered "auto' is away from the state or she is working in a business of selling, where it is licensed we will: servicing, repairing, parking or storing `autos'unless that business is yours. (1) Increase the Limit of Insurance for Liability {4) Anyone other than your 'employees," Coverage to meet the limits specified by a Bone if compulsory or financial responsibility law pa ( you are a partnership), of the jurisdiction where the covered members (it you are a limited liability 'auto' is being used. This extension does company) or a lessee or borrower or any not apply to the limit or limits specified by of their 'employees; while moving any law governing motor carriers of property to or from a covered'auto.' passengers or property (6) A partner (d you are a partnership) or a (2) Provide the minimum amounts and types member (if you are a limited liability of other coverages, such as no-fault, company) for a covered 'auto' owned by required of out-of-state vehicles by the him or her or a member of his or her jurisdiction where the covered 'auto' is household, being used. c. Anyone liable for the conduct of an 'insured' We will not pay anyone more than once for described above but only to the extent of that the same elements of loss because of these liability extensions. 2. Coverage Extensive B. Exclusions a. Supplementary Psymenfls This insurance does not apply to any of the following: We will pay for the'insured': 1. Exipected Or intended Injury (1) All expenses we incur 'Bodily injury' or 'property damage' expected or (2) Up to $2,000 for cost of bail bonds Intended from the standpoint of the'insured,' (including bonds for related traffic law 2. Contractual g violations) required because of an "accident' we cover. We do not have to Liability assumed under any contract or furnish these bonds agreement. (3) The cost of bonds to release attachments But this exclusion does not apply to liability for in any 'suit' against the 'insured' we damages: defend, but only for bond amounts within a. Assumed in a contract or agreement that is an our Limit of Insurance. 'insured contract' provided the 'bodify injury' (4) All reasonable expenses incurred by the or 'property damage' occurs subsequent to 'insured' at our request, including actual the execution of the contract or agreement, or lass of earnings up to $250 a day because b. That ate 'insured'would have in the absence of time off from work of the contract or agreement. (5) All court costs taxed against the 'insured` 3. Workers'Compensation in any 'sufl' against the 'insured' we Any obligation for which the 'insured' or the defend However, these payments do not include attorneys' fees or attorneys' 'insured's` insurer may be held liable under any '= expanses taxed against the'insured." workers compensation, disability benefits or unemployment compensation taw or arty similar (6) All interest on the full amount of any law. -= judgment that accrues after entry of the judgment in any 'suit' against the 'insured' we defend, but our duty to pay interest ends when we have paid, offered to pay or deposited in court the part of the judgment that is within our Limit of Insurance. CA 00 010310 Copyright Insurance Services Office, Inc.,20D9 Page 3 of 12 POLICY NUMBER- C4016281516 COMMERCIAL AUTO CA 04 44 03 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below Named Insured: SCI INFRASTRUCTURE, LLC Endorsement Effective Date: 04/01/2012 SCHEDULE Name(s) Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO OBTAIN THIS WAIVER FROM US.YOU MUST AGREE TO THAT REQUIREMENT PRIOR TO LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Oth- ers To Us Condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "ac- cident' or the 'loss" under a contract with that person or organization CA 04 44 03 10 ©Insurance Services Office, Inc., 2009 Page 1 of 1 0 C7WA THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS' GENERAL LIABILITY EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART Coverage afforded under this extension of coverage endorsement does not apply to any person or organization covered as an additional insured on any other endorsement now or hereafter attached to this Coverage Part SCHEDULE Coverages are summarized below For particulars and limitations affecting each coverage, please refer to the corresponding policy provisions in the body of this endorsement 1. Miscellaneous Additional Insureds 7 additional insured extensions 2. Employees As Insureds— Health Care Services 3. Joint Ventures/Partnership/Limited Liability Companies Coverage for your interest in such terminated or ended organizations 4. Expanded Personal And Advertising Injury 5. Medical Payments Limits increased to$15,000 Reporting increased to three years from the date of accident 6. Legal Liability And Borrowed Equipment Extended perils Limit increased to$200,000 for Damage to Premises Rented To You 7. Non-owned Watercraft Increased to 55 feet 8. Non-owned Aircraft Coverage 9. Contractual Liability For Personal And Advertising Injury 10. Supplementary Payments Cost of bail bonds increased to$2,500 Daily loss of earnings increased to$1,000. 11. Liquor Liability Coverage Extension 12. Newly Formed Or Acquired Organizations Coverage extended to the end of the policy period 13. Liberalization Clause 14. Unintentional Failure To Disclose Hazards 15. Notice of Occurrence 16. Broad Knowledge of Occurrence 17. Aggregate Limits Per Project 18. Bodily Injury—Extension of Coverage 19 Expected Or Intended Injury Reasonable force—bodily injury or property damage. 20. Wrap-Up Extension 21. Contractual Liability—Railroads Expanded definition of"insured contract." 22. Blanket Waiver of Subrogation Waiver of subrogation where required by written contract or written agreement 23. In Rem Actions 1. MISCELLANEOUS ADDITIONAL INSUREDS Section II Who Is An Insured is amended to include as an insured any person or organization (called additional insured) described in Paragraphs 2.a. through 2.g. below whom you are required to add as an additional insured on this policy under a written contract or written agreement However, the written contract or written agreement must be 1. Currently in effect or becoming effective during the term of this policy, and 2. Executed prior to the"bodily injury," "property damage"or"personal injury and advertising injury," but Only the following persons or organizations are additional insureds under this endorsement and coverage provided to such additional insureds is limited as provided herein a. State or Governmental Agency or Subdivision or Political Subdivisions A state or governmental agency or subdivision or political subdivision subject to the following provisions (1) This insurance applies only with respect to the following hazards for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises you own, rent, or control and to which this insurance applies (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures, or (b) The construction, erection, or removal of elevators; or (2) This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization This insurance does not apply to "bodily injury," "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality b. Controlling Interest Any persons or organizations with a controlling interest in you but only with respect to their liability arising out of (1) Their financial control of you; or (2) Premises they own, maintain or control while you lease or occupy these premises This insurance does not apply to structural alterations, new construction and demolition operations performed by or for such additional insured c. Managers or Lessors of Premises A manager or lessor of premises but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the premises leased to you and subject to the following additional exclusions This insurance does not apply to. (1) Any 'occurrence"which takes place after you cease to be a tenant in that premises, or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured d. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver but only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of a premises by you This insurance does not apply to structural alterations, new construction or demolition operations performed by or for such additional insured e. Owners/Other Interests—Land is Leased An owner or other interest from whom land has been leased by you but only with respect to liability arising out of the ownership, maintenance or use of that specific part of the land leased to you and subject to the following additional exclusions This insurance does not apply to (1) Any"occurrence"which takes place after you cease to lease that land; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured f. Co-owner of Insured Premises A co-owner of a premises co-owned by you and covered under this insurance but only with respect to the co-owners liability as co-owner of such premises g. Lessor of Equipment Any person or organization from whom you lease equipment Such person or organization are insureds only with respect to their liability arising out of the maintenance, operation or use by you of equipment leased to you by such person or organization A person's or organization's status as an insured under this endorsement ends when their written contract or written agreement with you for such leased equipment ends With respect to the insurance afforded these additional insureds, the following additional exclusions apply This insurance does not apply (1) To any"occurrence"which takes place after the equipment lease expires; or (2) To "bodily injury," "property damage," or "personal and advertising injury" arising out of the sole negligence of such additional insured Any insurance provided to an additional insured designated under Paragraphs a. through g. above does not apply to "bodily injury" or "property damage" included within the "products-completed operations hazard " As respects the coverage provided under this provision, Paragraph 4.b.(1) of Section IV— Commercial General Liability Conditions is deleted and replaced with the following 4. Other Insurance b. Excess Insurance (1) This insurance is excess over Any other insurance naming the additional insured as an insured whether primary, excess, contingent or on any other basis unless a written contract or written agreement specifically requires that this insurance be either primary or primary and noncontributing Where required by written contract or written agreement, we will consider any other insurance maintained by the additional insured for injury or damage covered by this endorsement to be excess and noncontributing with this insurance 2. EMPLOYEES AS INSUREDS—HEALTH CARE SERVICES Paragraph 2.a.(1)(d)of Section II—Who Is An Insured is deleted 3. JOINT VENTURES/PARTNERSHIP/ LIMITED LIABILITY COMPANY COVERAGE A. The following is added to Section II—Who Is An Insured: 4. You are an insured when you had an interest in a joint venture, partnership or limited liability company which terminated or ended prior to or during this policy period but only to the extent of your interest in such joint venture, partnership or limited liability company This coverage does not apply a. Prior to the termination date of any joint venture, partnership or limited liability company, or b. If there is other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company c. To a joint venture, partnership or limited liability company which is or was insured under a "consolidated (wrap-up) insurance program " "Consolidated (wrap-up) insurance program" means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, otherwise referred to as an Owner Controlled Insurance Program (O C I P ) or Contractor Controlled Insurance Program (C C I P ) B. The last paragraph of Section II—Who Is An Insured is deleted and replaced by the following: Except as provided in Paragraph 4. above, no person or organization is an insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations 4. EXPANDED PERSONAL AND ADVERTISING INJURY A. The following is added to Section V—Definitions, the definition of"Personal and advertising injury" h. Discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is (1) Not done intentionally by or at the direction of- (a) The insured, or (b) Any "executive officer," director, stockholder, partner, member or manager (if you are a limited liability company)of the insured, and (2) Not directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person or persons by any insured B. Exclusions of Section I — Coverage B —Personal and Advertising Injury Liability is amended to include the following Discrimination Relating To Room, Dwelling or Premises Caused by discrimination directly or indirectly related to the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of any room, dwelling or premises by or at the direction of any insured Fines Or Penalties Fines or penalties levied or imposed by a governmental entity because of discrimination D. This provision 4. (EXPANDED PERSONAL AND ADVERTISING INJURY COVERAGE)does not apply if Section I — Coverage B — Personal And Advertising Injury Liability is excluded either by the provisions of the Coverage Part or by endorsement 5. MEDICAL PAYMENTS A. Paragraph 7. Medical Expense Limit, of Section III — Limits of Insurance is deleted and replaced by the following 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most we will pay under Section — I — Coverage C for all medical expenses because of "bodily injury" sustained by any one person The Medical Expense Limit is the greater of (1) $15,000, or (2) The amount shown in the Declarations for Medical Expense Limit B. This provision 5. (Medical Payments) does not apply if Section I — Coverage C Medical Payments is excluded either by the provisions of the Coverage Part or by endorsement C. Paragraph 1.a.(3)(b)of Section I—Coverage C— Medical Payments, is replaced by the following (b) The expenses are incurred and reported to us within three years of the date of the accident, and S. LEGAL LIABILITY AND BORROWED EQUIPMENT A. Under Section I — Coverage A — Bodily Injury and Property Damage 2. Exclusions, Exclusion j. is replaced by the following "Property damage" to* (1) Property you own, rent, or occupy, (2) Premises you sell, give away or abandon, if the "property damage" arises out of any part of those premises, (3) Property loaned to you, (4) Personal property in the care, custody or control of the insured; (5) That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations, if the "property damage" arises out of those operations, or (6) That particular part of any property that must be restored, repaired or replaced because "your work"was incorrectly performed on it Paragraph (2) of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held for rental by you Paragraphs (1), (3) and (4) of this exclusion do not apply to- (i) "property damage" to tools or equipment loaned to you if the tools or equipment are not being used to perform operations at the time of loss, or (ii) "property damage" (other than damage by fire) to premises rented to you or temporarily occupied by you with the permission of the owner, or to the contents of premises rented to you for a period of 7 or fewer consecutive days A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits Of Insurance. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement Paragraph (6) of this exclusion does not apply to "property damage" included in the "products- completed operations hazard " B. Under Section I — Coverage A — Bodily Injury and Property Damage the last paragraph of 2. Exclusions is deleted and replaced by the following Exclusions c. through n. do not apply to damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner or to the contents of premises rented to you for a period of 7 or fewer consecutive days A separate limit of insurance applies to this coverage as described in Section III—Limits Of Insurance. C. Paragraph 6. Damage To Premises Rented To You Limit of Section III — Limits Of Insurance is replaced by the following 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most we will pay under Section — I— Coverage A for damages because of "property damage"to any one premises while rented to you or temporarily occupied by you with the permission of the owner, including contents of such premises rented to you for a period of 7 or fewer consecutive days The Damage To Premises Rented To You Limit is the greater of a. $200,000, or b. The Damage To Premises Rented To You Limit shown in the Declarations. D. Paragraph 4.b.(1)(a)(ii) of Section IV — Commercial General Liability Conditions is deleted and replaced by the following (ii) That is property insurance for premises rented to you or temporarily occupied by you with the permission of the owner, or E. This provision 6. (LEGAL LIABILITY AND BORROWED EQUIPMENT) does not apply if Damage To Premises Rented To You Liability under Section I — Coverage A is excluded either by the provisions of the Coverage Part or by endorsement. 7. NON-OWNED WATERCRAFT Under Section I —Coverage A, Exclusion 2.g., subparagraph (2) is deleted and replaced by the following (2) A watercraft you do not own that is, (a) Less than 55 feet long, and (b) Not being used to carry persons or property for a charge 8. NON-OWNED AIRCRAFT Exclusion 2.g. of Section I — Coverage A — Bodily Injury and Property Damage, does not apply to an aircraft you do not own, provided that 1. The pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot, 2. It is rented with a trained, paid crew, and 3. It does not transport persons or cargo for a charge 9. CONTRACTUAL LIABILITY FOR PERSONAL AND ADVERTISING INJURY Exclusion e. Contractual Liability of Section I—Coverage B is deleted 10. SUPPLEMENTARY PAYMENTS A. Under Section I — Supplementary Payments — Coverages A and B, Paragraph 1.b., the limit of$250 shown for the cost of bail bonds is replaced by$2,500 B. In Paragraph 1.d., the limit of$250 shown for daily loss of earnings is replaced by$1,000 11. LIQUOR LIABILITY Exclusion c. of Section I—Coverage A is deleted 12 NEWLY FORMED OR ACQUIRED ORGANIZATIONS Paragraph 3.a. of Section II—Who Is An Insured is deleted and replaced by the following Coverage under this provision is afforded only until the end of the policy period or the next anniversary of this policy's effective date after you acquire or form the organization,whichever is earlier 13. LIBERALIZATION CLAUSE If we adopt a change in our forms or rules which would broaden coverage for contractors under this endorsement without an additional premium charge, your policy will automatically provide the additional coverages as of the date the revision is effective in your state 14. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Based on our reliance on your representations as to existing hazards, if unintentionally you should fail to disclose all such hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure 15. NOTICE OF OCCURRENCE The following is added to Paragraph 2. of Section IV— Commercial General Liability Conditions—Duties In The Event of Occurrence, Offense, Claim or Suit. Your rights under this Coverage Part will not be prejudiced if you fail to give us notice of an "occurrence," offense, claim or "suit" and that failure is solely due to your reasonable belief that the "bodily injury" or "property damage" is not covered under this Coverage Part However, you shall give written notice of this "occurrence," offense, claim or "suit" to us as soon as you are aware that this insurance may apply to such "occurrence," offense claim or"suit" 16. BROAD KNOWLEDGE OF OCCURRENCE The following is added to Paragraph 2. of Section IV—Commercial General Liability Conditions — Duties in The Event of Occurrence, Offense, Claim or Suit: You must give us or our authorized representative notice of an "occurrence," offense, claim, or "suit" only when the "occurrence," offense, claim or"suit" is known to (1) You, if you are an individual, (2) A partner, if you are a partnership; (3) An executive officer or the employee designated by you to give such notice, if you are a corporation, or (4) A manager, if you are a limited liability company. 17. AGGREGATE LIMITS PER PROJECT A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to the insured 1. A separate Single Construction Project General Aggregate Limit applies to each construction project away from premises owned by or rented to the insured, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations 2. The Single Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard," and for medical expenses under Coverage C regardless of the number of a. Insureds, b. Claims made or"suits" brought, or c. Persons or organizations making claims or bringing "suits" 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Single Construction Project General Aggregate Limit for that construction project away from premises owned by or rented to the insured Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Single Construction Project General Aggregate Limit for any other separate construction project away from premises owned by or rented to the insured 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Single Construction Project General Aggregate Limit B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I — Coverage A, and for all medical expenses caused by accidents under Section I — Coverage C, which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to the insured 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable, and 2. Such payments shall not reduce any Single Construction Project General Aggregate Limit C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Single Construction Protect General Aggregate Limit D. If a single construction project away from premises owned by or rented to the insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction protect E. The provisions of Section III — Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated 18. EXPANDED BODILY INJURY Section V— Definitions,the definition of"bodily injury" is changed to read: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury by that person at any time which results as a consequence of the bodily injury, sickness or disease 19. EXPECTED OR INTENDED INJURY Exclusion a. of Section I — Coverage A — Bodily Injury and Property Damage Liability is replaced by the following a. "Bodily injury" or"property damage"expected or intended from the standpoint of the insured This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property 20. OWNER CONTROLLED INSURANCE PROGRAM, CONTRACTOR CONTROLLED INSURANCE PROGRAM OR CONSOLIDATED(WRAP-UP) INSURANCE PROGRAMS The endorsement EXCLUSION —CONSTRUCTION WRAP-UP PROGRAM which is attached to this policy is amended as follows A. If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O C I P ) or Contractor Controlled Insurance Programs (C C I P ) is attached to this policy, then it is amended to add the following With respect to a "consolidated (wrap-up) insurance program" project in which you are or were involved, this exclusion does not apply to 1. Your liability for "bodily injury," "property damage," or "personal or advertising injury" that occurs during your ongoing operations at the project, or during such operations of anyone acting on your behalf, 2. Your liability for "bodily injury" or "property damage" included within the "products-completed operations hazard"that arises out of those portions of the project that are not"residential structures " B. The following is added to Paragraph 4.b.(1) of Section IV-Commercial General Liability Conditions This insurance is excess over (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to you as a result of your being a participant in a "consolidated (wrap-up) insurance program," but only as respects your involvement in that "consolidated (wrap-up) insurance program " C. The following is added to Section V—Definitions: "Consolidated (wrap-up) insurance program" means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the protect, otherwise referred to as an Owner Controlled Insurance Program (O C I P ) or Contractor Controlled Insurance Program (C C I P ) "Residential structure" means any structure where 30% or more of the square foot area is used or is intended to be used for human residency including but not limited to single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments and also includes their common areas and/or appurtenant structures (imcludmg pools, hot tubs, detached garages, guest houses or any similar structures) When there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels, or motels Residential structure also does not include hospitals or prisons 21. CONTRACTUAL LIABILITY—RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of"insured contract" in Section V—Definitions is replaced by the following "Insured Contract" means a. A contract for a lease of premises However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract", b. A sidetrack agreement, c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality, e. An elevator maintenance agreement, f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for"bodily injury" or "property damage" to a third person or organization Tort liability means a liability that would be imposed by law in the absence of any contract or agreement Paragraph f. does not include that part of any contract or agreement (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications, or (b) Giving directions or instructions, or fading to give them, if that is the primary cause of the injury or damage, (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities 22. BLANKET WAIVER OF SUBGROGATION The Transfer Of Rights Of Recovery Against Others To Us Condition (Section IV— Commercial General Liability Conditions) is amended by the addition of the following We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of 1. Your ongoing operations, or 2. "Your work" included in the"products-completed operations hazard " However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement 1. Is in effect or becomes effective during the term of this policy, and 2. Was executed prior to loss 23. IN REM ACTIONS Any action in rem against any vessel owned, operated by or for, or chartered by or for you will be treated in the same manner as though the action were in personam against you Policy Number. TH7661066322022 (lQ Conduct and control the defense of the indemnitee in such "suit" So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at our request will be paid as Supplementary Payments Notwithstanding the provisions of Paragraph 2.b (2) of SECTION I — COVERAGES, such payments will not be deemed to be damages for "bodily injury" and "property damage" and will not reduce the limits of insurance Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments ends when we have used up the applicable limit of insurance in the payment of judgments, or settlements, or the conditions set forth above, or the terms of the agreement described in Paragraph (6) above, are no longer met SECTION 11—WHO IS AN INSURED 1. if you are designated in the Declarations as a. An individual, you and your spouse are insureds but only with respect to the conduct of a business of which you are the sole owner b. A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business c. A limited liability company, you are an insured Your members are also insureds, but only with respect to the conduct of your business Your managers are insureds, but only with respect to their duties as your managers d. An organization other than a partnership, joint venture, or limited liability company, you are an insured Your"executive officers" and directors are insureds, but only with respect to their duties as your officers or directors Your stockholders are also insureds, but only with respect to their liability as stockholders e. A trust, you are an insured Your trustees are also insureds, but only with respect to their duties as trustees 2. Each of the following is also an insured- a. Your"volunteer workers" but only while performing duties related to the conduct of your business, your"employees", other than either your"executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business However, none of these "employees" or"volunteer workers" are insureds for (1) "Bodily injury"or"personal and advertising injury (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" in the course of his or her employment or performing duties related to the conduct of your business or to your other"volunteer workers"while performing duties related to the conduct of your business, (b) To the spouse, child, parent, brother or sister of that co-"employee"or"volunteer worker" LCU 00 01 11 10 ©2010 Liberty Mutual Group of Companies All rights Page 15 of 30 reserved Includes copyrighted material of Insurance Services Office, Inc , with its permission Policy Number: TH7661066322012 as a consequence of Paragraph (1)(a)above, (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or(b)above, (d) Arising out of his or her providing or fading to provide professional health care services, or (e) Arising out of practicing for, or participating in, any sports or athletic contest or exhibition that you sponsor, unless the "employee' or "volunteer worker" is an insured for the "bodily injury"or"personal and advertising injury" on "underlying insurance' (2) "Property damage'to property (a) Owned, occupied, used by, (b) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your "employees", "volunteer workers", any partner or member (if you are a partnership or joint venture),or any member(if you are a limited liability company) (3) 'Bodily injury", "property damage' or "personal and advertising injury" arising out of the ownership, maintenance or use of an "auto", except as provided in Paragraph f. below b. Any person (other than your "employee") or any organization while acting as your real estate manager, but this does not apply with respect to the use of any vehicle owned by such person or organization. c. Any person or organization having proper temporary custody of your property if you die, but only (1) With respect to liability arising out of the maintenance or use of that property, and (2) Until your legal representative has been appointed d. Your legal representative, if you die, but only with respect to duties as such That representative will have all your rights and duties under this policy e. Any person or organization included as an additional insured under "underlying insurance', but not for broader coverage than is provided by the "underlying insurance' When coverage provided to an additional insured is required by a contract or agreement, the most we will pay on behalf of that additional insured is the minimum amount of insurance required by the contract or agreement, less any amounts payable by any"underlying insurance'or otherwise retained f. Any person while using with your permission a "covered auto" for which insurance is provided to you under this policy and any person or organization legally responsible for its use, but only if that person is an insured with respect to liability arising out of the ownership, maintenance, use or entrustment to others of"covered autos"on "underlying insurance" 3. Any organization you newly acquire or form, other than a partnership, joint venture, or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured under this policy if there is no other similar insurance available to that organization and that organization is a Named Insured under"underlying insurance' However LCU 00 01 11 10 ©2010 Liberty Mutual Group of Companies All rights Page 16 of 30 reserved Includes copyrighted material of Insurance Services Office, Inc , with its permission Policy Number* TH7661066322012 Endorsement#: Issued by LIBERTY INSURANCE CORPORATION End Eff Date 04/01/2012 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE REDEFINED This endorsement modifies insurance provided under the following COMMERCIAL LIABILITY— UMBRELLA COVERAGE FORM Definition 16. of SECTION V—DEFINITIONS is replaced by the following 16. "Other insurance" means- a. Any valid and collectible insurance (except "underlying insurance") that insures any insured, even if the coverage is unavailable or uncollectible as a consequence of a breach, by any insured under this policy, of terms or conditions of that insurance This includes any insurance whether primary, excess, umbrella, contingent or on any other basis, available to the insured covering liability for damages arising out of the premises or operations, or the products and completed operations, for which the insured has been added as an additional insured to any policy, and any other insurance for that portion of any loss for which the insured has other valid and collectible insurance as an additional insured on a liability insurance policy issued to a subcontractor of the insured, plus b. Any amount retained under an established self-insurance program that is not"underlying insurance" "Other insurance" does not include a. Any insurance specifically written as excess over this policy; and b. Insurance issued to or on behalf of an additional insured on this policy if you have agreed in writing that your umbrella or excess liability insurance will respond before any liability insurance policy issued to or on behalf of that additional insured, and we will not seek contribution from that insurance LCU 29 08 11 10 ©2010 Liberty Mutual Group of Companies All rights Page 1 of 1 reserved Includes copyrighted material of Insurance Services Office, Inc , with its permission THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION This endorsement modifies insurance provided under the following COMMERCL- IL LIABILITY UMBRELLA COVERAGE PART EXCESS COhL�g,RCIAL GENERAL LIABILITY COVERAGE PART The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition is amended by the addition of the following We waive any right of recovery we may have against any person or organization with whom you have agreed in writing prior to an 'occurrence" to waive your rights because of payments we make for injury or damage ansing out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products-completed operations hazard" This endorsement is executed by the LIBERTY INSURANCE CORPORATION Premium $ INCLUDED Effective Date 04/01/2012 Expiration Date 04/01/2013 For attachment to Pohcy No TH7661066322012 Audu Basis N/A Issued To SCIINFRASTRUCTURE,LLC l./ SECBET.f&Y PRESIDENT Countersigned by Authorized Representative Issued Sales Office and No End Serial No LC 24 07 08 07 Page 1 of 1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-6 1-05 Control of Work .............................................................. 1-9 1-06 Control of Material .......................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public................. 1-20 1-08 Prosecution and Progress ................................................. 1-25 1-09 Measurement and Payment .............................................. 1-30 1-10 Temporary Traffic Control ................................................ 1-32 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-4 2-06 Subgrade Preparation ...................................................... 2-5 2-07 Watering ....................................................................... 2-6 2-13 Stormwater Detention Pond ............................................. 2-7 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow for Levee Embankment ............................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 4-05 Mixing Existing Base Material............................................ 4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-3 7-08 General Pipe Installation Requirements .............................. 7-8 7-12 Valves for Water Mains .................................................... 7-13 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control........................ 8-1 8-02 Roadside Restoration....................................................... 8-8 8-04 Curbs, Gutters, and Spillways........................................... 8-12 8-14 Cement Concrete Sidewalks ............................................. 8-13 8-20 Illumination, Traffic Signal Systems, and Electrical .............. 8-14 8-21 Permanent Signing.......................................................... 8-16 8-22 Pavement Marking .......................................................... 8-16 8-26 Bollards......................................................................... 8-19 8-28 Pothole Utilities .............................................................. 8-20 8-30 Pro3ect Signs.................................................................. 8-21 Hawley Rd Levee Improvements/Horn January 9, 2013 Project Number. 10-3010 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-2 9-29 Illumination, Signal, Electrical........................................... 9-5 9-30 Water Distribution Materials ............................................. 9-8 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.......................................a....a.........a....... A-2 MISCELLANEOUS DETAILS.............................................................. A-3 TRAFFIC CONTROL PLANS .............................................................. A-4 PROJECT PERMITS.......................................................................... A-5 ASSOCIATED UTLITY PLANS ................................................a.......... A-6 PREVAILING WAGE RATES.............................................................. A-7 Hawley Rd Levee Improvements/Horn January 9, 2013 Project Number. 10-3010 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, Including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the Standard Specifications shall apply. All references in the WSDOT Standard Specification to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. Each specification contains all current specifications applicable to the particular work and may include references which do not apply to this particular project. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01", the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: Hawley Rd. Levee Improvements/Horn 1 - 1 January 9, 2013 Project Number. 10-3010 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated into the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). Hawley Rd Levee Improvements/Horn 1 - 2 January 9, 2013 Protect Number 10-3010 SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for Its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1 02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at www.kentwa.gov/procurernent, however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download documents through City's internet connection, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Hawley Rd Levee Improvements/Horn 1 - 3 January 9, 2013 Project Number 10-3010 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.8(2) LOBBYING CERTIFICATION IS REVISED WITH THE FOLLOWING CLARIFICATION: THIS SECTION ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. Hawley Rd. Levee Improvements/Horn 1 - 4 January 9, 2013 Project Number. 10-3010 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BYINSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING 1145 CALENDAR DAYS" WITH '160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in three (3) original counterparts. The City reserves the right not to award the project until all required permits have been procured. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one working day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Hawley Rd Levee Improvements/Horn 1 - 5 January 9, 2013 Project Number 10-3010 Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-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 City. No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: 1-03.4 Contract Bond 5. The Contract Bond shall remain in force for one year following the Final Acceptance Date to ensure defects are corrected during the one-year guarantee period. SECTION 1-03.7IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. Hawley Rd Levee Improvements/Horn 1 - 6 January 9, 2013 Project Number 10-3010 SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid Item contract price, Including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease In the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. Hawley Rd Levee Improvements/Horn 1 - 7 January 9, 2013 Project Number 10-3010 SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties State Environmental Policy Act (SEPA) considers staging and storage locations part of the Project and must be properly permitted for that use. As a result, if appropriate permits for the selected staging and storage locations have not been obtained, the Contractor shall obtain those permits before putting the site to its intended use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits including staging and storage areas. The City has obtained all permits and approvals necessary for the Contractor's use of this site within the limits shown on the plans and specified herein. Should the Contractor choose not to use the City-provided staging and storage areas) within the project limits; the Contractor may pursue a different location. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that Contractor has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. All costs associated with the use of the City-provided site are included in the individual bid items. Should the Contractor choose not to use the City-provided staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. The City is in the process of obtaining easements and temporary construction permit for this project. Some may not be acquired prior to beginning of construction. The Contractor shall not perform work on the following properties until notified by the Engineer: • WSDOT — City has made application for right of way general permit to facilitate construction adjacent to SR 167 embankment. Hawley Rd Levee Improvements/Horn 1 - 8 January 9, 2013 Project Number 10-3010 Holmes Electric Tax Lot 2422049004 — The City is in the process of obtaining a 10' slope easement along the street side (west) and a 5' slope easement along the south side of the property along with Temporary Construction Easements and driveway permits. If the Contractor plans to stockpile 50 CY or more of material prior to placement either on private property or City property, Including the Contractor staging area, a City of Kent Grade and FIII Permit must be acquired by the Contractor. No stockpiling will be permitted on WSDOT right of way. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(7) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required Hawley Rd Levee Improvements/Hom 1 - 9 January 9, 2013 Project Number 10-3010 depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.4 of the Kent Special Provisions. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed 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 Surveyor's line and grade, will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. 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. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. Hawley Rd Levee Improvements/Horn 1 - 10 January 9, 2013 Project Number. 10-3010 On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to Inform Its employees and subcontractors of the Importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing and Grubbing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and back-fill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. Hawley Rd Levee Improvements/Horn 1 11 January 9, 2013 Project Number 10-3010 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate Information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot Intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Hawley Rd Levee Improvements/Horn 1 - 12 January 9, 2013 Project Number* 10-3010 Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Ilium ination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic Interference, properly prepared work site, and other Items that could affect production. The Contractor shall be aware that length does not always translate directly Into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the contract, the Engineer may correct and remedy that work as may be identified in the written notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. An emergency situation is any situation which, in the opinion of the Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. Hawley Rd Levee Improvements/Horn 1 - 13 January 9, 2013 Project Number 10-3010 SECTION 1-05.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.10 Guarantees The Contractor shall be available approximately sixty (60) calendar days prior to the expiration of the guarantee period to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work required under the guarantee. Upon receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of the city facilities, the work necessary to correct the items listed. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 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 notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1. The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or 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 remain 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. However, 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, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer 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. This process shall be repeated until the Engineer establishes the Substantial Completion Date. Hawley Rd Levee Improvements/Horn 1 - 14 January 9, 2013 Project Number. 10-3010 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work Is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer schedule a Final Inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a Final Inspection and the Engineer, If necessary, will notify the Contractor in writing of all particulars In which the Final Inspection reveals the work incomplete or unacceptable. The Contractor shall Immediately take all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, 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 that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period Hawley Rd Levee Improvements/Horn 1 - 15 January 9, 2013 Protect Number 10-3010 shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were Installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be Included in the various contract bid Item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1, the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. This Contract may be constructed concurrently with other developments in the area. A min. 12' wide vehicular access for the other projects throughfare, must be provided for continuous access Monday - Friday during the Hawley Road Levee Improvements. This includes making sure slope and grades will allow access of truck deliveries (especially low-boys) as well as materials and construction items needed for the work on these other projects. Details of known projects are as follows: Hawley Rd Levee Improvements/Horn 1 - 16 January 9, 2013 Project Number 10-3010 Riverview Channel Proiect Constructed by PSI (Performance Systems Incorporated) through US Army Corps of Engineers (USACOE). Project is nearing completion and should be finalized in 2013. USACOE Contact: Dan Roper, (206) 400-7402 PSI Contact: Jim Richards, (253) 302-5028 PSE Pole Relocation PSE will be relocating two existing poles per plans included in A-6. Potelco Project Manager: Dennis Booth, (253) 606-4787 CenturyLink Vault Relocation CenturyLink will replace an existing handhole per plans included in A-6. CenturyLink Project Managers: Dale Hartman, (253) 372-5364 or Tonna Baruso (253) 372-5360 CenturyLink Repair Line: (886) 864-2255 SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid Items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Hawley Rd Levee Improvements/Horn 1 - 17 January 9, 2013 Project Number: 10-3010 SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.6 Submittals 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following Information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and Identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall Include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmlttal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonable foreseeable delay.1- 06.6(3) Shop Drawings, Product Data and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. Hawley Rd Levee Improvements/Horn 1 - 18 January 9, 2013 Project Number 10-3010 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid Item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality product. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or re3ect any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. Hawley Rd. Levee Improvements/Hom 1 - 19 January 9, 2013 Project Number 10-3010 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient Information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.2 State Taxes 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor shall contact the Washington State Department of Revenue for answers to questions in this area. The City will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. Hawley Rd. Levee Improvements/Horn 1 - 20 January 9, 2013 Project Number, 10-3010 The Contractor shall Include all Contractor-paid taxes in the bid Item prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The City will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax in the various unit Bid Item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules apply to the construction and repair of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the State of Washington; water mains and their appurtenances; sewers and sewage disposal systems unless those sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of the street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid Item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The City will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the Hawley Rd Levee Improvements/Horn 1 - 21 January 9, 2013 Project Number 10-3010 project. Such sales taxes shall be Included in the unit Bid Item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.6 Permits and Licenses The City has or will be obtaining the following permit: • WSDOT — General Permit • City of Kent and Washington Department of Ecology (DOE) - Shoreline Substantial Development Permit • DOE - Construction Stormwater General Permit (CSWGP) • Department of Fish & Wildlife - Hydraulic Project Approval (HPA) Permit • City of Kent - Flood Permit • DOE - Shoreline Conditional Use Permit • King County — Wastewater Discharge Authorization Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City of Kent upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract documents with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: I 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City J will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. Hawley Rd Levee Improvements/Hom 1 - 22 January 9, 2013 Project Number. 10-3010 SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. Hawley Rd Levee Improvements/Horn 1 - 23 January 9, 2013 Project Number 10-3010 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through Its employees, agents and/or subcontractors, examined all property affected by this project and that It Is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Zavo Fiber Solutions AT&T Tim Sypowicz Dan McGeough (702) 755-1143 (425) 896-9830 CenturvLink Comcast Tonna Baruso Jerry Steele (253) 372-5360 (253) 288-7532 (office) (206) 391-1763 (cell) Olymaic Pipeline Puget Sound Energy (Gas & Pam Brady Power (425) 781-2506 Anita Yurovchak (253) 476-6304 (253) 381-6714 Verizon Brad Landis (425) 201-0901 (425) 766-1740 7.18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the Insurance requirements In the project Contract, which constitute the Contractor's Insurance requirements for this project. 1-07.23 Public Convenience and Safety SECTION 1-07.23(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.23(1) Construction Under Traffic The proximity of this project to the Green River, which is a treaty protected fishery resource, requires that access to the Hawley Rd Levee Improvements/Horn 1 - 24 January 9, 2013 Project Number 10-3010 river be available 24 hours a day, seven days a week. This unrestricted access will be required of the Contractor while under contract with the City for this project. Tribal members fish in this section of the Green River at or near the site, so trail and parking access shall also remain unencumbered during the life of the project so that setting and retrieving nets and hauling fish is not affected. Hawley Road will be closed to all vehicular traffic except for businesses and construction related vehicles to the Riverview Park. The Green River Trail will also be closed to pedestrians and bicyclists and redirected around the construction zone as noted on the traffic control plans. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where 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 has been received. See Section 1-04.9 of the Kent Special Provisions regarding adjacent properties. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: Hawley Rd Levee Improvements/Horn 1 - 25 January 9, 2013 Project Number 10-3010 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, 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 working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without Hawley Rd Levee Improvements/Horn 1 - 26 January 9, 2013 Project Number 10-3010 unauthorized Interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8- hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing 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 those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. 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 9:00 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 City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. Hawley Rd Levee Improvements/Horn 1 - 27 January 9, 2013 Project Number 10-3010 1. If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH. 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. Hawley Rd Levee Improvements/Horn 1 - 28 January 9, 2013 Project Number: 10-3010 I The Contract will be considered substantially complete when the levee, trails, drainage, pond excavation, fencing, bollards, curbing, sidewalk, and driveways are complete. (Also see Section 1-05.11(1)). SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING; 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended, for an unreasonable period of time by an act of the Contracting Agency In the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any Increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs Incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such Hawley Rd Levee Improvements/Horn 1 - 29 January 9, 2013 Project Number. 10-3010 impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1. ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1. Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1. Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence Hawley Rd Levee Improvements/Horn 1 - 30 January 9, 2013 Project Number 10-3010 or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees Incurred for material Inspection, and overtime engineering and Inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and Inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction Hawley Rd Levee Improvements/Horn 1 - 31 January 9, 2013 Project Number 10-3010 of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from Injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, or pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 (360) 297-3035 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described In Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." Hawley Rd Levee Improvements/Hom 1 - 32 January 9, 2013 Project Number: 10-3010 SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and/or Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Vehicle Access Control Gate" per each will be full pay for all labor, materials, tools, supplies and equipment necessary to fabricate, construct and install the gate as shown on the details at the location shown on the plans. The bid price shall also include any adjustments after installation to ensure operation is without problems. The unit contract price for "Construction Signs Class A" per square foot of panel area shall be full pay for all costs for performing the work described in WSDOT Standard Specifications Section 1-10.3(3)A. 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 any City-furnished signs. Payment will not be made for Class A signs delivered to, or removed from the project without the approval of the Engineer. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the TCS duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the TCS will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Other Temporary Traffic Control" shall be full pay for providing the work described in Section 1-10.5(2) of the WSDOT Standard Specifications. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 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. Hawley Rd Levee Improvements/Horn 1 - 33 January 9, 2013 Project Number. 10-3010 When the proposal does not include a bid Item for a specific bid Item listed in the Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be Included by the Contractor in the unit contract prices for the various other bid Items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the certified TCS for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. Hawley Rd Levee Improvements/Horn 1 - 34 January 9, 2013 Project Number 10-3010 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has not identified any materials that are marked for removal, or salvage as part of this project: All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations Is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 Inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that Is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that Is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would Hawley Rd Levee Improvements/Hom 2 - 1 January 9, 2013 Project Number 10-3010 result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 Inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encouter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness - 6 inches) x unit bid pace=6 inches additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 - 6) x $25 0= $.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe or Culvert" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also Include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. Hawley Rd Levee Improvements/Horn 2 - 2 January 9, 2013 Project Number. 10-3010 The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be saw cut which is thicker than 6 inches, it shall be paid according to the following formula: (Encountered thickness - 6 inches) x unit bid price additional 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/1-F then its additional compensation for the extra thickness would be: (8 - 6) x $.0 = $0.67/1-F in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. "Remove Existing Cement Concrete Sidewalk" "Remove Existing Cement Concrete Commercial Driveway (Reinforced)" The unit contract price per square yard for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove, haul, and dispose of the cement concrete sidewalks and driveways as shown on the plans and described in the specifications. The unit contract price per each for "Remove Existing Guardrail Anchor" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove, haul and dispose of the existing guardrail anchors where shown on the plans or directed by the Engineer. Hawley Rd Levee Improvements/Horn 2 - 3 January 9, 2013 Project Number 10-3010 The unit contract price per lineal foot for "Remove Existing Beam Guardrail" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove, haul and dispose of the existing beam guardrail where shown on the plans. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for and obtaining permits for their selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)B Earth Embankment Construction Prior to placement of the levee Embankment the subgrade shall be stripped of asphalt, top soil and vegetation, aerated and proof- compacted with a self-propelled compactor with lug attachments or a sheeps-foot roller. Following proof-compaction of the subgrade, the fill shall be placed directly onto the irregular ground surface created by the lug wheel. The first lift of material shall also be compacted using a sheep-foot roller. No surface grading shall be performed before or between placing lifts of fill as continuous smooth surfaces could create seepage channels for water. Any smooth areas should be scarified 1 to 2 inches deep prior to placing the next lift. Maximum lift thickness shall be 12 inches. The embankment material shall be compacted to 95 percent of the maximum dry density as determined by ASTM D-1557 test procedures. Once the embankment has reached maximum height as shown on the plans, the Contractor shall grade the surface to the final subgrade before applying top soil. Refer to Levee Sections on the drawings. See Section 4-03 for Gravel Borrow for Levee Embankment. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. Hawley Rd. Levee Improvements/Horn 2 - 4 January 9, 2013 Project Number 10-3010 All compaction tests if required will be performed by the City. SECTION 2-03.3(14)3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)E Unsuitable Foundation Excavation An Inspection trench shall be excavated under all levees as shown on the plans. Undesirable underground features such as abandoned utilities, animal burrows, burled logs, debris, or otherwise unsuitable material or potential seepage paths should be removed or Intercepted as directed by the Engineer. Backflll should be placed only after inspection of the trench by the Engineer. Backflll should be placed and compacted as specified in 2-03.3(14). Native material shall be used for backfill If excavated material is deemed satisfactory. Should the inspection trench reveal undesirable underground features, additional excavation to remove said features shall be paid as Unsuitable Foundation Excavation. The Inspection trench (if unsuitable materials are found) and unsuitable foundation excavation will be backfilled with Gravel Borrow for Levee Embankment in accordance with Section 2-03.3(14). Pipe bedding material surrounding those pipes to be removed shall be removed with the pipe. The excavations shall be inspected by the Geotechnical Engineer prior to backfilling. Sall from the excavations may not be used as backfill without the approval from the Geotechnical Engineer. All of the above specified unsuitable excavated material shall be hauled and disposed by the Contractor. See Section 2-03.3(7)C of the Kent Special Provisions regarding disposal sites. SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment The unit contract price per linear foot for "Inspection Trench" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to excavate the trench as shown on the plans and described In the specifications. The bid Item price includes but is not limited to: trench excavation, inspection, backfilling, compacting, and hauling and disposal of unsuitable excavated materials. See Section 4-03.5 for payment for levee embankment and construction. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: Hawley Rd Levee Improvements/Horn 2 - 5 January 9, 2013 Project Number 10-3010 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. FIII sections shall be prepared in accordance with the Standard Specification Section 2- 03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be Included by the Contractor in the unit contract price of other bid Items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops. The Contractor shall supply his own gate valve between the meter and discharge point. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. Hawley Rd Levee Improvements/Horn 2 - 6 January 9, 2013 Project Number 10-3010 2-13 STORMWATER DETENTION POND 2-13.1 Description This work consists of excavating the existing storm water pond to the lines, grades and cross-sections shown on the plans. This item also includes disposing of all excavated material regardless of the nature or type. 2-13.3 Construction Requirements The detention pond shall be seeded in accordance with Section 8- 01.3(2)B of the Kent Special Provisions with Mix C wetland grass in accordance with Section 9-14.2 of the Kent Special Provisions. See Section 2-03.3(7)C of the Kent Special Provisions for disposal sites. 2-13.4 Measurement Stormwater Detention Pond Excavation shall be measured the same as Roadway Excavation in accordance with Section 2-03.4 of the Standard Specifications. 2-13.5 Payment The unit price per cubic yard for "Stormwater Detention Pond Excavation, Including Haul" shall constitute complete compensation for all labor, materials, tools and equipment necessary to excavate and regrade the detention pond(s) as shown on the plans. This includes but is not limited to excavation of bottom surface area, grading of side slopes to required elevation, compaction, and haul and disposal of excavated material off-site. Also included is the filling and regrading of those existing ponds no longer required, where noted on the plans. The following related items of work shall be paid for separately under other bid items: clearing and grubbing, piping, gate valve installation, seeding, fertilizing and mulching, and temporary erosion control. Hawley Rd Levee Improvements/Horn 2 - 7 January 9, 2013 Project Number 10-3010 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW FOR LEVEE EMBANKMENT 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow for Levee Embankment .......... KSP 9-03.14(5) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 2- 03.3(14)B of the Kent Special Provisions. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4- 04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow for Levee Embankment, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements Hawley Rd Levee Improvements/Hom 4 - 1 January 9, 2013 Project Number 10-3010 SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs Incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted In depths not to exceed 6 Inches except top course shall not exceed 2 Inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04,3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs Incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-05 MIXING EXISTING BASE MATERIAL 4-05.1 Description The existing roadway from STA 2+42 to STA 10+35 consists of native sand or compacted sand fill overlain by approximately 6 inches of crushed rock (previous asphalt pavement base course), and asphalt pavement surfacing. The crushed rock surface was initially compacted, but will be disturbed and softened due to the grinding of the existing Hawley Rd. Levee Improvements/Horn 4 - 2 January 9, 2013 Project Number 10-3010 asphalt. An approximately 28-foot-wide by 4-Inch-thick asphalt road has occupied the right of way from Washington Avenue to SR 167. This is the area requiring attention. The Contractor will incorporate the existing crushed rock and asphalt (after grinding to 2 Inches-minus gravel size material) in the base coarse layer. This base layer will consist of approximately 6 Inches of crushed rock mixed with 3 inches of asphalt. This will be topped with gravel borrow for levee embankment to provde the road grading shown on the plans, prior to placing the new 4 inches of crushed base course, and the 2 inches of crushed top course needed to facilitate paving the road. Coordination with other projects, occurring simultaneously in the area with the asphalt grinding and mixing of Hawley Road, may require the grinding to be done on weekends to mitigate conflicts with vehicle access for the other projects. 4-05.3 Construction Requirements The existing asphalt shall be ground such that 100 percent by weight will pass a 2-inch sieve and 90 percent by weight passes a 1-1/2-inch sieve. It shall then be spread over the existing roadway surface. Any existing pile of gravel, rock or other material shall be spread out or removed as directed by the Engineer. The existing layer of crushed rock and crushed asphalt shall be mixed by working 1/2 of the roadway at a time, using a motor grader such as the CAT 160H or larger. The material shall be mixed to a depth of 8 inch minimum below the crushed rock base course (or as determined by the Engineer) with the rock and asphalt. The mixing is to eliminate any stratification of material within the new road section that may provide a seepage path. The material shall then be graded and compacted per requirements prior to the installation of either the inspection trench or the placement of any levee fill material. The exposed subgrade shall be conditioned to the optimum moisture content and compacted to 95 percent of the maximum dry density (MDD) as determined by ASTM D-1557 test procedures. See Section 2- 07 regarding the use of on-site water, when/if water is required. After the subgrade is compacted, the gravel borrow for levee enbankment shall be placed, in lifts, to a uniform thickness of 3 inches and then compacted to 95%, to achieve the appropriate subgrade as shown on the plans, or determined by the Engineer. After that, 4 inches of base course (WSDOT Standard Specifications 9-03.9(3)) shall be spread over the surface and compacted to 95 percent. Two inches of top course shall then be placed and compacted to meet grade at the base of the asphalt concrete pavement grade. Hawley Rd Levee Improvements/Horn 4 - 3 January 9, 2013 Project Number 10-3010 4-05.4 Measurement Mixing Existing Base Material will be paid per square yard. The City has estimated there are approximately 2,777 square yards of existing roadway to be mixed. 4-05.5 Payment The unit contract price per square yard for "Grinding and Mixing Existing Asphalt with Base Material" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to grind the existing surface and mix the base material in accordance with the specifications or as directed by the Engineer. This bid item also includes but is not limited to grading and compaction, per geotechnical recommendations of the area subjected to the mixing, and asphalt grinding per Section 4-05.3 prior to the installation of either the inspection trench or the placement of any levee fill material for the new road grade. Hawley Rd Levee Improvements/Horn 4 - 4 January 9, 2013 Project Number 10-3010 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT MIX ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycle Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING. 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material if required in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1. Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material Hawley Rd Levee Improvements/Horn 5 - 1 January 9, 2013 Project Number 10-3010 that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 1/2" PG 64-22 shall be compacted in lifts not to exceed 3 Inches except that the final lift shall not exceed 2 Inches unless approved by the Engineer. The minimum compacted depth of HMA shall be 1 1/2 Inch. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For HMA, where paving is in the traffic lanes, Including lanes for ramps, truck climbing, weaving, speed changes, and left turn channellzatlon, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than 'I a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactlbllity of the mix design. Compactlbility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). Hawley Rd Levee Improvements/Horn 5 - 2 January 9, 2013 Project Number. 10-3010 In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not Impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. SECTION 5-04,5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 1/2", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for Hawley Road and adjacent parking areas, permanent utility patches, sidewalks, ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. Also included in this bid item is the sealing of all cracks between the new asphalt pavement and the existing pavement and the cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. Hawley Rd Levee Improvements/Horn 5 - 3 January 9, 2013 Project Number 10-3010 The unit contract price per square yards for "Asphalt Concrete Sidewalk - 2 Inch Depth" shall be full pay for all labor, tools and equipment necessary for all site preparation Installation of material, grading, compacting and finishing of pavement to provide sidewalk at the locations specified on the plans or as directed by the Engineer. SECTION 5-04.5 IS REVISED BY DELETING THE LAST THREE (3) ITEMS. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Hawley Rd Levee Improvements/Horn 5 - 4 January 9, 2013 Project Number 10-3010 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING. 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined)............... 9-05.13 SECTION 7-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3 Construction Requirements Because the installation of pipes within a levee requires special considerations to prevent seepage, the construction and placement of pipes shall be as follows: 1. The levee shall be brought up to grade per Section 2-03.3(14)B and the geotechnical engineer, allowing for adequate compaction of levee fill before excavating the trench. 2. Excavate the pipe trench to a depth 2 ft. below the bottom of the pipe and 4 ft. wider than the pipe. 3. Backfill the land side one third of the pipe trench with drainage fill (Fine Aggregate Gradation for Portland Cement Concrete - WSDOT 9-03.1(2) Class 1 or other material approved by the Engineer from the U.S. Army Corp of Engineers, defined In Manual 1110-2-1913, and day-light material to the land side of the levee. On the river side, backflll the remaining two thirds of the trench with Gravel Borrow for Levee Embankment per Section 4-03 of the Kent Special Provisions and shown on detail C, sheet 5 of plans set. 4. Backfill should be within f3 percentage points of optimum moisture content, placed in moderate lifts evenly on both sides of the pipe, and compacted to 95% of maximum dry density as determined by modified proctor. 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: Hawley Rd Levee Improvements/Hom 7 - 1 January 9, 2013 Project Number 10-3010 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera Inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)H Flap Gate Specifications All references to testing shall be for the latest revision. Materials used in the manufacture of the flap gate shall be as follows: A. The "head" shall be aluminum alloy 5052 meeting the requirements ASTM B209. B. The "hinge mount" shall be aluminum 6061-T6 aluminum alloy meeting the requirements of ASTM B209. C. The gate body shall be rolled aluminum alloy 5052 B209. D. The hinge mechanism (bolts, washers and nuts) shall be type 304 stainless steel meeting the requirements of ASTM A276. E. The "compression seal" that interfaces the rim of the ring and the head shall be composed of extruded neoprene. F. The "gasket" (when required) shall be a minimum of 1/2 inch (nominal) thick neoprene. G. The "sealant" (when required) shall be Bostik 915 industrial sealant or approved equal. H. All welding shall be Mig (megal art insert gas) in accordance with the requirements of military and federal specifications MIL-W- 45205. Hawley Rd Levee Improvements/Horn 7 - 2 January 9, 2013 Project Number: 10-3010 SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Storm Sewer Pipe, 8 Inch Diameter HDPE Flex Pipe" "Storm Sewer Pipe, 12 Inch Diameter" "Storm Sewer Pipe 8 Inch Diameter Cl. 50 Ductile Iron (Unlined)" "Storm Sewer Pipe, 18 Inch Diameter Concrete" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; connection to existing catch basin, backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, trash racks, bevel treatment to exposed pipe ends, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The unit contract price per each for the "24 Inch Diameter Aluminum Flap Gate Assembly" shall constitute complete compensation for all labor, materials, supplies and equipment necessary to install the flap gate onto the existing 24" concrete storm pipe as called out in the plans and described in these specifications. The flap gate shall be a Golden Harvest GH - 39A Aluminum Flap Gate (Round), spigot mounted, or engineer approved equal. This bid item shall include all anchors, bolts, collars, adaptors, grout, epoxy and/or any other items necessary to mount the flap gate assembly onto the pipe and provide a water tight seal around the pipe. This bid item shall also include all work associated with mounting of the flap gate assembly. The unit bid price per each for "8 Inch Gate Valve MI x FL or MI x MI or FL x FL with Post Indicator" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to Install the type and diameter of valve complete with post indicator with tamper switch, painted blue and in place, including but not limited to: furnishing and installing the gate valve and all necessary fitting and appurtenances; furnishing and installing the valve box top section, lid, and base section; valve nut extenders where needed; trenching; dewatering; backfllling and compacting selected materials; jointing; painting; flushing; furnishing and installing valve box with cover. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 Inch, 54 inch, and 60 inch manholes Hawley Rd Levee Improvements/Horn 7 - 3 January 9, 2013 Project Number 10-3010 shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, Inside the structure wall. No 4 foot hanging ladder sections are allowed. All manhole penetrations, lifting holes, barrel joints (Interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent Infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: 4-3 Standard Manhole Frame and Locking Cover Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 and 5-5 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load Imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion Is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" Hawley Rd Levee Improvements/Horn 7 - 4 January 9, 2013 Project Number 10-3010 SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon Inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. 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 frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. Hawley Rd Levee Improvements/Horn 7 - 5 January 9, 2013 Project Number. 10-3010 On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed 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 painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing storm or sanitary sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Stenciling The pavement adjacent to all catch basins and inlets within the project limits shall be marked with a standard pollution prevention thermoplastic form such as the example following: No DUMPING ! — - DRAINS To STREAM Hawley Rd Levee Improvements/Horn 7 - 6 January 9, 2013 Project Number: 10-3010 The wording shall be placed so that it can be read from the sidewalk or shoulder of the road. Contractor is responsible for purchase and installation of the thermoplastic material. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Catch Basin. Type 1" "Catch Basin, Type 2 - 60 Inch Diameter Saddle Manhole with Flat Top Section" The unit contract price per each for the above Items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing over existing 24" storm outfall; connecting new or existing pipes, backfilling; compacting; and surface restoration. The unit contract price per each for "Locking Diamond Plate Frame and Cover Cast in Flat Top" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover, Oldcastle No. 3030-P or equal as shown on the plans and described in the specifications, and cast in flat lid. This price shall also include adjusting the new manhole lid to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. "Adjust Existina Manhole Cover to Finished Grade" "Adjust Existing Catch Basin Grate or Curb Inlet Grate to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatenng; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Adjust Existing Meter Box to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the meter box to final grade at the locations shown on the plans and described in the specifications. Hawley Rd Levee Improvements/Horn 7 - 7 January 9, 2013 Project Number 10-3010 The unit contract price per each for "Bolt Down Catch Basin Frame and Grate" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and Install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also Include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials Ali pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ................................................. 5-04.2 Culverts ........................................................... 7-02.2 Storm Sewers ................................................... 7-04.2 Manholes, Inlets and Catch Basins........................ 7-05.2 Fine Aggregate for Portland Cement Concrete ........ 9-03.1(2) Crushed Surfacing ............................................. 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.................... 9-03.12(3) Gravel Borrow ................................................... 9-03.14(1) Bank Run Gravel for Trench Backfill......................9-03.19 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Hawley Rd Levee Improvements/Horn 7 - 8 January 9, 2013 Project Number 10-3010 Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from Its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Hawley Rd Levee Improvements/Horn 7 - 9 January 9, 2013 Project Number 10-3010 SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). Hawley Rd Levee Improvements/Horn 7 - 10 January 9, 2013 Project Number 10-3010 SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 7-08.3(2)3 Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Hawley Rd Levee Improvements/Horn 7 - 11 January 9, 2013 Project Number 10-3010 Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Bank Run Gravel for Trench backfill, Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference Standard Plan B-55.20- 00. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. The unit contract price per ton for "Fine Aggregate Gradation for Portland Cement Concrete" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the fine aggregate gradation material as shown on the plans as a seepage collar on the landside of the berm and as described in Section 7-04.3. This includes, but shall not be limited to: excavation, loading, hauling, placing, shaping and compaction. Hawley Rd Levee Improvements/Horn 7 - 12 January 9, 2013 Project Number 10-3010 7-12 VALVES FOR WATER MAINS SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7- 12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7- 12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. Hawley Rd Levee Improvements/Hom 7 - 13 January 9, 2013 Project Number 10-3010 SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be Incidental for new valve Installations, and per each for valve marker post Installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be Incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid Items when they are Included in the Proposal: The unit price bid per each for "Valve Box Top Section and Lid", constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. The unit bid price per each for "Valve Box Base Section" constitutes complete compensation for all labor, materials, tools, materials and equipment required to furnish and install the valve box base section per Kent Standard Plan 3-7. The costs of excavating, dewatering, removing and disposing of the existing valve box base section are included in this item. The unit bid price per each for "Valve Operating Nut Extender" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to furnish and install the valve nut extension per Kent Standard Plan 3-7. Valve nut extensions shall be placed where designated on the drawings or as directed by the Engineer. The cost of valve nut extenders for new 6" or 8" gate valves shall be included in the cost of the valves. Hawley Rd Levee Improvements/Horn 7 - 14 January 9, 2013 Project Number: 10-3010 DIVISION - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these special provisions, and ordered by the Engineer as work proceeds The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01.3(2)B and 9-14.2 Fertilizer ...............................8-01.3(2)B and 9-14.3 Mulch and Amendments ..........8-01.3(2)D and 9-14.4 Tacklfler ...............................8-01.3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to Install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance In a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. Hawley Rd. Levee Improvements/Horn 8 - 1 January 9, 2013 Project Number 10-3010 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(I) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited Hawley Rd Levee Improvements/Horn 8 - 2 January 9, 2013 Project Number 10-3010 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding,. Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hawley Rd Levee Improvements/Horn 8 - 3 January 9, 2013 Project Number 10-3010 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix Into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hY droseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. Hawley Rd Levee Improvements/Horn 8 - 4 January 9, 2013 Project Number 10-3010 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8- 01.3(2)B. The application of seed, fertilizer, and mulch shall be Hawley Rd Levee Improvements/Horn 8 - 5 January 9, 2013 Project Number 10-3010 required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates Indicated, and shall be spread on seeded areas Immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9- 14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against Hawley Rd Levee Improvements/Horn 8 - 6 January 9, 2013 Project Number 10-3010 wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with special provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No process waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. Hawley Rd Levee Improvements/Horn 8 - 7 January 9, 2013 Project Number 10-3010 SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials, tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, Including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered Incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "High Visibility Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per day for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) for each day an inspection is made and a report is filed. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Hawley Rd Levee Improvements/Horn 8 - 8 January 9, 2013 Protect Number 10-3010 Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or Incorporated work. Any discrepancies in the drawings shall be brought to the Immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A.......................................... 9-14.1(1), (2), (3) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber................................. 9-14.4(2) Erosion Control Devices ............................. 9-14.5 Plant Materials.......................................... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties ................................................. 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: Hawley Rd, Levee Improvements/Horn 8 - 9 January 9, 2013 Project Number 10-3010 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall Immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION B-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. SECTION B-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. Hawley Rd Levee Improvements/Horn 8 - 10 January 9, 2013 Project Number 10-3010 SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove Injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final Installation and Inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the two year maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, Including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip Imes of all existing trees, so as not to damage the root systems. 3. Notify Engineer Immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. Hawley Rd. Levee Improvements(Horn 8 - 11 January 9, 2013 Project Number 10-3010 SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per each for "Tree Planting and Staking" constitutes complete compensation for all labor, materials, tools and equipment necessary for planting and staking trees in accordance with the plans and the Kent Special Provisions. This Item may include but is not limited to root barriers, mulch, fertilizer, watering, planting mixture, tree ties and stakes. The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, and/or where directed by the Engineer. This item includes but is not limited to the labor required for raking and, in terms of the topsoil, compaction, cleanup and complete preparation ready for seeding. The unit contract price per force account for "Miscellaneous Landscape Restoration" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish, install and/or modify the existing landscape to facilitate the improvements provided. Including but not limited to sod, shrubs or other plantings, block walls or rockery as needed to make the landscaping slope manageable. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1- 05.5(4) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: "Cement Concrete Curb and Gutter" "Cement Concrete Extruded Curb" "Cement Concrete Traffic Curb" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and Hawley Rd Levee Improvements/Horn 8 - 12 January 9, 2013 Project Number 10-3010 equipment required to Install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: The unit bid per square yard for "Cement Concrete Sidewalk" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under Hawley Rd Levee Improvements/Horn 8 - 13 January 9, 2013 Project Number 10-3010 separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. SECTION 8-20,2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings 3. Photometric curve data provided in electronic format IES format files provided on a 3 1/2 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City of Kent. S. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within function boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. Hawley Rd Levee Improvements/Horn 8 - 14 January 9, 2013 Project Number 10-3010 THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK SECTION 8-20.3(8) IS REVISED AS FOLLOWS: 8-20.3(8) Wiring THE THIRD PARAGRAPH OF THIS SECTION IS DELETED AND REPLACED WITH THE FOLLOWING: All splices in underground Illumination circuits and Induction loops circuits shall be Installed within junction boxes. The only splice allowed in Induction loop circuits shall be the splice connecting the Induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The lump sum contract price for "Illumination System" constitutes complete compensation for all materials, labor and equipment required to remove, store and reinstall those luminaire poles where shown on the plans or affected by the project including but not limited to: installation of new concrete base, photoelectric control, conduit, WSDOT Type I junction boxes, wiring to the fuse holder, fuse kits, breakaway coupling, excavation, backfilling compacting and other items as specified. Also included in this bid item is any trenching, conduit, wiring, trench backfill, conduit to the service cabinet from the PSE pole source, modifying and removal of existing systems. Labor and Industries electrical, and any other permits or items required for the fully functional Illumination System. Hawley Rd Levee Improvements/Horn 8 - 15 January 9, 2013 Project Number, 10-3010 Payment under this Item shall Include compensation for testing and miscellaneous Items necessary to provide a complete and fully operational lighting system. 8-21 PERMANENT SIGNING SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated post mounted signs shall be Installed on new metal posts unless otherwise specified on the plans, or by the Engineer. See City of Kent Standard Plan 6-82 for sign Installation details. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Removal and Reinstallation of Existing Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, salvage, and reinstall signs shown on the plans and described in the specifications at the previous or new location or as determined by the Engineer. The unit contract price per square yard for "Trail Detour Slgnage" constitutes complete compensation for all labor, materials, supplies and equipment necessary to provide, Install, maintain during construction and removal upon project completion of the detour signs placed at the locations determined by the Engineer. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: 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 upon the Clty's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern In which case the existing pattern will be used. The solid line shall be Installed to the right of the broken line In the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe, just wide enough to completely cover the concrete curbing. Hawley Rd Levee Improvements/Horn 8 - 16 January 9, 2013 Project Number 10-3010 SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, Including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint - Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8- 09.2 of the Standard Specifications. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. Hawley Rd Levee Improvements/Hom 8 - 17 January 9, 2013 Project Number 10-3010 SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4) of the Standard Specifications. SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or TCP. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannellzed or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch Imes with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. Hawley Rd Levee Improvements/Hom 8 - 18 January 9, 2013 Project Number: 10-3010 SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "White Edge Line Paint Stripe," per linear foot. 8-26 BOLLARDS 8-26.1 Description This work shall consist of furnishing and installing steel bollards in accordance with the Plans, Standard Plans, and these Specifications, at the locations shown in the plans or as staked by the Engineer. 8-26.2 Materials Foundation shall be cement concrete class 3000 and rebar shall be A60 steel. Bedding shall be 5/8 inch crushed gravel. Also see WSDOT Standard Plans H-60.10-01 and H-60.20-01 for other materials. 8-26.3 Construction Requirements Bollards shall be constructed in accordance with the WSDOT Standard Plans. The bollard shall be installed plumb, plus or minus 1 1/2 degrees, and spaced as shown on the Standard Plans. The foundation shall not be less than 12 inches in diameter and 36 inches deep. If the Contractor damages the bollards, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. 8-26.4 Measurement Measurement for bollards will be by the unit for each type of bollard furnished and installed or removed. 8-26.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Install Fixed Bollard Type II" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the removable and fixed bollards as shown on the plans and described in the specifications and WSDOT Standard Plans. The unit contract price per each for "Remove Existing Bollard" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing bollards as Hawley Rd Levee Improvements/Horn 8 - 19 January 9, 2013 Project Number 10-3010 shown on the plans and described in the specifications. The unit price bid shall Include but not be limited to excavation, removal, disposal, backfilling, and compaction. Removed bollards shall be hauled and disposed of by the Contractor. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-24.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are inlcuded in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications, and restore ground to previous condition. Hawley Rd Levee Improvements/Horn 8 - 20 January 9, 2013 Project Number 10-3010 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and Installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone (253) 856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3(3) Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliant with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: Hawley Rd Levee Improvements/Horn 8 - 21 January 9, 2013 Project Number 10-3010 The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shops, Installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. Hawley Rd Levee Improvements/Horn 8 - 22 January 9, 2013 Project Number 10-3010 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 Inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 1000/0 5/8 Inch 95 - 1000/0 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-03.14(5) Gravel Borrow for Levee Embankment Material for the levee embankment shall consist of granular material, either naturally occurring or processed, and shall be homogenous in nature consisting of at least 20% by weight passing the No. 200 sieve, and within 3 percent of its optimum moisture content, defined as the moisture content corresponding to the maximum modified Proctor dry density as determined by ASTM D 1557 test procedure. All particles 4- inches and larger shall be removed from the material. Levee embankment material shall also be free of organic and other deleterious material. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. Hawley Rd Levee Improvements/Horn 9 - 1 January 9, 2013 Project Number 10-3010 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A Topsoil Type A shall be free of weeds and consist of the Special Planting Mixture per Section 9-14.4(9) of these Kent Special Provisions with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside Grass): Weight Seed Mix "A" Min % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0 5% 30% Creeping Red Fescue 98% 85% 0 5% 30% White Dutch Clover 98% 90% 0.5% Pre-inoculated Mix C (Wetland Grass): Weight Seed Mix "C" Min % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 52% Pregerminated Annual 98% 95% 0.5% Ryegrass Lolium multiflorum 19% Blue Wildrye 98% 95% 0.5% EI mus laucus 19% Native Red Fescue 98% 95% 0.5% Festuca rubra var. rubra 3% Tufted Hairgrass 98% 95% 0.5% Descham sia caes itosa 2% Native California Brome 98% 95% 0.5% Bromus carinatus 2% Bluejoint Reedgrass 98% 95% 0.5% Calama rostis canadensis 1% Tall Mannagrass 98% 95% 0.5% G Iceria elata 10/0 American Sloughgrass 98% 95% 0.5% Beckmanian s zi achne The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed Hawley Rd Levee Improvements/Horn 9 - 2 January 9, 2013 Project Number 10-3010 shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, Inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: Hawley Rd Levee Improvements/Horn 9 - 3 January 9, 2013 Project Number 10-3010 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of three-way mix consisting of one part rotted manure, one part sandy loam, and one part peat by volume with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. Peat shall consist of fibrous sedge, wood or reed type peat, containing less than twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying process. Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) 100% Passing 1 mm sieve ......................... 80% minimum Passing 0.15 mm sieve..................... 15% maximum The sandy loam shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-14.6 Plant Materials 9-14.6(1) Description Hawley Rd Levee Improvements/Horn 9 - 4 January 9, 2013 Project Number 10-3010 SECTION 9-14.6(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.6(1)A Street Trees The following table provides the list of street tree species, based upon their availability, to be used to replant this project. Substitutions may be made as determined by the Engineer. Common Name Scientific Name Height Width Shape Min. (feet) (feet) Spacing (feet) Trident Maple Acer buergeranium 20' 20' Round, low spreading 30' Tricolor Beech Fagus sylvatrca 'Roseo 30' 20' Pyramidal when young, 30' - Mar rnata' rounding w/ age Edgewood Pear Pyrus calleryana x 30' 25' Rounded 35' betulaefolia 'Edgewood' Skyrocket Oak Quercus robur 45' 15, Narrow, fastigiated 25' 'Fastr iata' 9.14.7 Stakes, Guys and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.7(1) Tree Ties Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poll, Nursery Supervisor at (253) 856-5127. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THIS SECTION: 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. Hawley Rd. Levee Improvements/Horn 9 - 5 January 9, 2013 Protect Number 10-3010 SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I Twisted-Pair Communication Cable Replace ' AWG 22" with #AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.6(2) Slip Base Hardware INSERT THE FOLLOWING PARAGRAPH AT THE BEGINNING OF THIS SECTION: Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED AT THE END OF THE SECTION WITH THE FOLLOWING PARAGRAPH: 9-29.6(5) Foundation Hardware Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole cap shaft, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be Ioined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Hawley Rd Levee Improvements/Horn 9 - 6 January 9, 2013 Project Number 10-3010 Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 Inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 Inch cable entry (1 Inch I.D. rubber grommet) shall be provided In the pole shaft at the arm mounting location. Arms shall have 2 Inch N.P.S. slipfitters at least 8 Inches in length. 9-29.10 Luminaires SECTION 9-29.10(Z) IS REVISED AS FOLLOWS: 9-29.10(1) Conventional Roadway Luminaires REPLACE THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING: All luminaires shall come equipped for IES type III, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals Include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The only approved street lighting luminaires for this project are as follows: For 400 Watt Luminaires: GE Model M400A POWR/DOOR WITH CUTOFF OPTICS, Ordering number: MDCL 40 S 3 M 1 2 F MC3 2 N For 250 Watt Luminaires: GE Model M400A POWR/DOOR WITH CUTOFF OPTICS, Ordering number: MDCL 25 S 3 M 1 2 F MC3 2 N For 200 Watt Luminaires: GE Model M400A POWR/DOOR WITH CUTOFF OPTICS, Ordering number: MDCL 20 S 3 M 1 2 F MC3 2 N For 150 Watt Luminaires: GE Model M-250A2 POWR/DOOR WITH CUTOFF OPTICS, Ordering number: M2AC 15 S 3 M 1 G MC3 2 U For 100 Watt Luminaires: GE Model M-250A2 POWR/DOOR WITH CUTOFF OPTICS, Ordering number: M2AC 10 S 3 M i G MC3 2 U Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. Hawley Rd Levee Improvements/Horn 9 - 7 January 9, 2013 Project Number 10-3010 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTm 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch TM#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.26 Street Light Lamps Street light lamps shall be Lumalux PlusTm Plus / ECO high pressure sodium (HPS) lamps, or approved equal, unless otherwise specified on the Street Light Plans. Street light lamps shall: have an average rated life of 24,000 hours; be non-cycling; and contain no more than 5.0 mg/I for lead, and 0.2 mg/I for mercury. 9-30 WATER DISTRIBUTION MATERIALS SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Hawley Rd Levee Improvements/Horn 9 - 8 January 9, 2013 Project Number 10-3010 Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws Installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-Inches by 4-Inches by 42-Inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post Is the pre-approved marker post. SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. Hawley Rd Levee Improvements/Horn 9 - 9 January 9, 2013 Project Number 10-3010 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this pro3ect and are considered to be a part of the pro3ect plans. WATER 3-7 Valve Box and Operating Nut Extender STORM 4-3 Standard Manhole Frame and Locking Cover 4-5 Manhole Grade Ring, Safety Steps & Ladder 5-1 Catch Basin Type I 5-2 Catch Basin Type II 5-3 Misc. Details for Drainage Structures 5-4 18" x 24" Catch Basin Frame 5-5 18" x 24" Vaned Grate 5-19 Beveled End Pipe Section 5-20 Trash Screen 5-24 Tree Planting 5-31 Filter Fabric Fence 5-35 Temporary Stockpiling STREET 6-33 Cement Concrete Curbs 6-35 Expansion and Contraction Joints 6-50 Clear Zones 6-82 Sign Installation 6-89 Light Standard Foundation and Junction Box 6-90 Junction Box and Street Light Wire Runs 6-91 Street Light Trench for Conduit Runs 6-93 Standard Junction Box Types 1 & 2 (2 sheets) Hawley Rd Levee Improvements/Horn A - 1 January 9, 2013 Project Number 10-3010 OLYMPIC FOUNDRY VB 940 WITH TWO (2)INCH "DEEP SKIRT" COVER. THE COVER SHALL BE MARKED"WATER". 3' d ° 6 a a e e 4" Z X o e a ° d d a d d' d a d a d EXTENSION WATER d AS NEEDED Z ° d E d° d a d ° d d ° a ° d Ln d d ° d (— Q � 3'x3'x4"THICK CONCRETE(3,000 PSI)PAD AROUND VALVE COVER IN UNPAVED AREAS BASE SECTION: RICH 24" PLAN VALVE BOX BOTTOM, OLYMPIC NO.VBIC OR 2"SQUARE PRE-APPROVED EQUAL AND OPERATING SHALL BE COMPATIBLE NUT WITH TOP SECTION 4 ROCK GUARD, 4 1/4" DIA. 1/8"MIN THICK o = w F. a VALVE BOX WITH z z w OPERATING NUT EXTENDER J a 3/4"SOLID STEEL ROD. NOTES: 1 EXTENSIONS SHALL BE A MINIMUM OF ONE(1)FOOT LONG. LIM 2. EXTENSIONS SHALL BE SIZED AS OPERATING NUT EXTENDER NEEDED,AND PAINTED WITH TWO(2) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT COATS OF METAL PAINT OSEp AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3 EARS,LUGS OR STAINLESS CAP of WAS, i �I THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST SCREWS ON COVER SHALL BE ALIGNED c G,o CITY OF KNT WITH DIRECTION OF WATER FLOW. ti �� Z E� ENGINEERING DEPARTMENT ~ r y \ /^__ 4. FOR ADDITIONAL REQUIREMENTS AND (:" �7 v KEN-r VALVE BOX AND USE SEE WSDOT STD. SPECIFICATIONS 10 R 21493 a q- „..„ ."r"„ OPERATING NUT EXTENDER SECTION 3.19 �Dr F�ISTER� \F �^ �\ DESIGNED DAIW SCALE NONE STANDARD PLAN DRAWN BB 5. VALVE BOX SHALL BE CENTERED OVER S70NAL �� CNECKEo DATE 3-7 2"SQUARE OPERATING NUT. „anew APPROVED S?INFIGJc'I 1009 DRILL&TAP: 5/8"-11 UNC - 1B (3 @ 1200 ON A 22-1/8" BOLT CIRCLE) 2"RAISED LETTERS B 2" o RAISED LOGO/LETTERS 00 °F k ® � F m FOR 5/8"41 UNC-18 S.S. -W F'^ 4 0 1/2"HEX.HE.CAP SCREWS (3 REQUIRED) ° S F W E 1"PICKHOLE(3 @ 1200) 2"RAISED LETTERS"DRAIN"FOR STORM SEWER B "SEWER" FOR SANITARY SEWER A 1"HANDLING HOLE(3 � 26-1/2" PLCS) 25" 1" 25-1/4" 2-3/16" rA 23-3/8" 1 1-3/16" 27-5/16" 34-1/8" NOTES: SECTION A-A SECTION B-B 1, MATERIAL USED SHALL BE CAST GRAY IRON OR DI ASTM A536 CL80-55-0 FOR RINGS AND DI FOR COVER. 2. SEAT OF COVER&FRAME MACHINED WITH A NON-ROCKING FIT FOR MANHOLE COVERS. 3. MANHOLE COVERS SHALL BE WATERTIGHT AT THE EDGES, 4. ROUND ALL SHARP CORNERS WHERE POSSIBLE, 5 CASTING TO BE SHOT BLASTED AND FREE FROM SURFACE SAND AND SCALE, 6. CASTING TO BE SMOOTH,TRUE TO PATTERN,FREE FROM BLOWHOLES, POROSITY,HARD SPOTS,SHRINK HOLES,WARP,OR ANY OTHER DEFECTS WHICH COULD IMPAIR SERVICEABILITY, 7. ALL INSTALLATIONS SHALL BE WATERTIGHT. NOTE' THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE, THE ORIGINAL,SIGNED BY 8, COVERS LOCATED IN SIDEWALK SHALL THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON UTILIZE AN ALTERNATE NON-SKID OSEP FILE ATTHE CITY OF KENT. A COPY MAYBE OBTAINED UPON S II � PATTERN SEE WSDOT STD.PLAN �� of WAS& 1<�� REQUEST. B-30 70-00. CITY OF KENT 9.OLYMPIC FOUNDRY PART NO � � L� Z ENGINEERING DEPARTMENT 11-2945SETAND EAST JORDAN PRODUCT NO'S 00370760 AND C�' \� STANDARD MANHOLE J�ENT 00371512 ARE THE PRE-APPROVED o P 21493 p w.." ...". FRAME AND LOCKING COVER PRODUCTS ALL OTHERS REQUIRE �O� FGIST E �� WRITTEN APPROVAL OF THE ENGINEER FSS'/ONA� DRAWN DESIGNED BBW scALE NONE STANDARD PLANPRIOR TO INSTALLATION. CHECKED DATE 4-3 uttaxun APPROVED Septerriuei 1009 1"RADIUS 3" 12"MIN. 12"MIN. --{ 3 1/2" 3 6 1/2" MIN. 12" DROP RUNG O HANDHOLD MANHOLE STEP g 12"MIN. 11 3/4"MIN. r CENTER TO CENTER MIN MANHOLE STEP GALVANIZED DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER 6 12" 1V 111 MCENTER 6"FOR STEP N. 3"FOR HANDHOLDO 9 1/8"FOR STEP6 1/8"FOR HANDHOLD POLYPROPYLENE DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER NOTES: I 1. MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478.AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND 5" 24" 5" ASTM A-615 FOR 1/2"GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 1 a \ — 2. DROP RUNG STEPS ARE TO BE#8 GALVANIZED DEFORMED REBAR, 1"CLEARANCE #4 BAR 3. PREFABRICATED LADDERS ARE TO BE#7 GALVANIZED SMOOTH STEEL. 4. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY GRADE RING RADIAL AT THE OPTION OF THE MANUFACTURER,EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME, 5OPENETRATION OF OUTER WALL BY A NOTE' THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STEP LADDER OR LADDER LEG IS BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL,SIGNED BY ED USE FLANGED END FOR �T THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PROHIBIT BOLTING PROHIBITED WALL IN STORM DRAINAGE S(sEP FILE AT THE CITY OF KENT A COPY MAYBE OBTAINED UPON APPLICATIONS. 5��oF WASly �� REQUEST. �� � CITY OF KENT O6 EMBED FOOT OF LADDER IN CONCRETE �P L� °Z ,'I� ENGINEERING DEPARTMENT IN POURED AND/OR CHANNELED T ` � FLOOR, N �7 V KtN MANHOLE GRADE RING, A 21493 ...","..." SAFETY STEPS & LADDER 7. MANHOLE STEPS OR LADDERS ARE NOT �Or AFGISTER�� w REQUIRED WHEN THE COVER TO F G�� DRnwry oEsicrveo oM Dm SCALE NONE STANDARD PLANS BOTTOM OF MANHOLE IS LESS THAN 4' S/ANAL �N 89 DRAWN o onrE 4-5 APPROVED DwwEFn NOTES: I CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478,&ASTM C 890) UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0 12 SQUARE INCHES PER FOOT MAY BE USED, FRAME AND GRATE WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221 (ASTM A 497). SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20" KNOCKOUTS SHALL 30, HAVE A WALL THICKNESS OF 2"MINIMUM. PROVIDE A 1.5"MINIMUM GAP tia �0- BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE 4. ALL JOINTS IN THE BRICKS,GRADE RINGS, RISERS AND CASTINGS SHALL S" BE SEATED IN MORTAR,PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. G+ S. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST �RIl PIPE INVERT SHALL BE 5'. ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT-200 LBS.-6") (WEIGHT-580 LBS,-12") PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER 3" 44" REINFORCED OR 12" #3 BAR PLAIN CONCRETE EACH CORNER 21" ALL METAL PIPE 15" MIN #3 BAR SOLID WALL PVC 15" EACH SIDE (WSDOT STD.SPEC.9-05.12(1)) #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS.) NOTE. THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSFjjtr AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE 1 1I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1� pF VIASy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. P` %T CITY OF KENT ENGINEERING DEPARTMENT `� KENT CATCH BASIN TYPE I 10 21493 O w�•" .s�o" fox, FGISTER� \ DESIGNED DWH FSSjONA DRAWN 88 SCALE NONE ST DARO PAN /V AL `� CHECKED I DATE 5 1 APPROVED ENGNEQt September.1009 Ld� o w El 0 W d O O OM M V V Z�^ g K w C7 Z O rn E d �g ngo wLLS �;w— o O Qd� ❑VU 2' u1 K w VI O m Q> W❑ a�-,Ln 0. CD Q W J p y) {/� O d N N M M M M ZQZ r0 rd ZmZ xIr/] OO a �za p G Uw0 � rrnrn J �Owm d' > > O U U O m Q o U z z g C O a w J p w w ❑ _ 2 Z O F-i 5 F¢- �- d O Ln °- d w - - - - - U w to p F_,F- r d' Z CD 6 d � V] N U X N O �D tV a O QrQ w G, a w w p g O d W v Z a U�vl 2 d naw U d O .-a Kw ❑ p a ' � 7j In V1 w J Q� OM M V In W n U U) MAX. � W U � O ©© r U w 1z° Q O ' • ' O J ri W O lD N d' O .iO �/yIIInI�I Y Z M vt �O 7 I I N M Y O p f^l „ U O d Z 4„ 00 000- 12" 1 MIN. mwL7 i o MIN. a❑ z (TYP.) 2.5"MAX. w o z 16" �g �g 2 Z w MAX. N w d 24"MIN C7 m h tod- n v ¢ Q u-fill I m a 0 28"MAX W o J W pT} W w w Q J Z C I.- m O O O O O O "B"12'-0"MAX.(FOR MAINTENANCE) a LD x r z J O U �p 0 p N w Z r w 2' In N N M M M 1.'' pa, pap O 0 0 O O O Lr) W V1 O J m W r0 ❑J W m C U/ K W W ON 2 W ❑ W p w m m zz3 cn `nx Qm N ��r3 rii ¢ o wJ elf �� OQd Q OE � LL � EwZ ~ O U Z C m W w- 2 a U U wx �� uw W Fw W a Z .z. p ❑ mY z � o z ¢ on uw ¢ aa =❑ � za � r oaz � za U = ❑ � � � _ � v'� = 3 m 2 O w � Q 0 a� U? J � 3NOd' v=i gz 0w x X O U) m N o� o N w Q d F- - a 0 J W z >.. u Z !n M d' �Y lO I� m � ^ 3 avriz �a c q � oa � d, a 66 a>o Y z u d CeLd W W U wJYO z V~I .. '' od O EO caz az nw. P- QX zx F- Z a = ¢ O w w ca w w K Q W a x a "o o >i N r W Z - O Q 'H^ a s 2 w W x LL O W aU ww a Y iD of OJ CO ti .Ni C w W w J S N r L r U 0 b o Q J m 2 Z o V U O< v,Nzaza zwm UO r w O L w to �� �^^ .-• w coI- P—F— w � =2 w l7 wd, v� = 0 �vwi Omf o ~mlZo ❑ Q vwi lr7 "- O � H J w _ _ S W ❑ W W an d U 2 m 2 ii Z pap W O x V=7 Q Y '� in i0 W zW w RU-- �n z » v w 0 O Z d r d a K Y .. u r a ¢ r a Q ¢ n x J Z — Q w Q r r a U Z 2 O ua0in SSx .. ran YZ L7017 cn atnS aii Vn F_ z ti fV M d' V1 U tZ-, QV1 a W O N d' tp m ❑ V lfl �D 1� m rn .1 NOTE:THIS PLAN IS NOT CA LEGAL ENGINEERING DOCUMENT BUT OSEPt AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S i7 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� op WAsy THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT w Z o ENGINEERING DEPARTMENT , `� KENT CATCH BASIN TYPE II -O p 21�93 Z, �- w"•","orex F�ISTER� V� DESIGNED DWH STANDARD PLAN FS��NAL ENS\� DRAWN BB SCALE NONE CHECKED DATE 5-2 APPROVED ' Sf(pternocf 1000 ' I #6 BARS @ 7"CENTERS I �l BOTTOM FACE WITH 20"x 24",OR \ j 1"MIN.COVER 24"DIAM. 2"TMPR I � >I � Sv x' a 60 V M 20" ^{ 2"TYP. ONE #3 BAR HOOP FOR 6" �- 12 O#3 BAR HOOPS FOR AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING —r A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB 1"MIN. USED FOR ADJUSTMENT SECTIONS. 2 1/2" MAX, RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR \ #5 BARS @ 6"CENTERS 24" DIAM. \� BOTTOM FACE WITH 34" \ ��1 1"MIN,COVER 2 TYP. f�l Ty ONE#3 t 2�01, 2"TYP. BAR HOOP -. . . . . .` CIRCULAR ADJUSTMENT SECTION oo 72"TOP SLAB 1"MIN. / \ 2 1/2'MAX. / \ 20"x 24",OR \ 24"DIAM. #4 BARS @ 6"CENTERS 1 2"ICLR. :rBOTTOM FACE WITH 1" MIN.COVER 2'MIN. T 2011 2"TYP \ ;o TYPICAL ORIENTATION �- FOR ACCESS AND STEPS 48"&54""TOP SLAB NOTES: P NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR 1. AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE FOR RECTANGULAR OPENING SHALL CTANGULAR ANDD 244"" X 20" SOs�PI� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DIAMETER FOR ROUND. Op WAS& THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE STANDARD PLAN 4-5 FOR STEP, 0�b7-� O CITY OF KENT LADDER AND GRADE RING. 7- x ENGINEERING DEPARTMENT 3 ONLY ONE STYLE OF CATCH BASIN C- L KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH o P 21493 p w.."i.".". STRUCTURES BASIN DO NOT MIX STYLES. �O FOISTSR� JF� FS�O^IAL �\VG\ ED SCALE NONE STANDARD PAN DRAWN BeBB +Y CHECKED DATE C_Z fNLW£A J J APPROVED 5/8"-11 UNC-2B HOLE (2 PLCS.TYP.) A A � N � N 3/8" r, TYP, 3/4" TOP VIEW 18" 7/8 TYP. 1 5/8"TYP.MiN. 1 4 1/2' 16 3/4' 1 5/8" 17 3/4" 25" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY.(PER ASTM A48 CL30 H-20 LOADING) 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OSE, P AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAShiNc�S7� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST P CITY OF KENT v~i Z rO� ENGINEERINO DEPARTMENT r O 18"X 24„ a� qFc t4930 �� KENT CATCH BASIN FRAME DES�GW��xrx orox SCALE NONE O�(C`S�/OIVAI I AWN ED 8BN STANDARD PIAN A L V CHECKED DATE C rNcwcrn J APPROVED 1 3/8" mw i7T7' 5" in 3" 17 3/4" 1518. 1/8" TOP VIEW END VIEW 23 3/4" 1 3/8" 1 1/4" 1/8"R. 1 N o, 5/8 1/2"INSET ti " HEX SOCKET �— 15/16" 31/2 R. 2 3/4" 2 3/4" �/8+ 5/16"R. PARTING LINE FRONT VIEW VANE DETAIL N NOTES* 11/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 UNC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE STAINLESS STEEL T SECURING BOLT BOLTS COUNTER SUNK FLUSH WITH COVER. i 2' 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS% N "OUTLET TO STREAM" II I 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED I f 1/2" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. S. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT DETAIL 6. GRATE SHALL BE LOCKING. SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2" S.S, SOCKET HEAD(ALLEN HEAD)CAP SCREW, NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OSEP AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE ,t S 11 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pf WAsly/ THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST O� ty ` co O CITY OF KENT p� � �� ENGINEERING DEPARTMENT KENT 18" x 24" o P 21493 F a w..",..."" VANED GRATE c a� � O ISTE \� DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE G C APPROVED ENgHE� 5-5 5e�tr'"n�er 1004 END SECTION 1'MIN.METAL 4'MIN. x PLASTIC Q1 (TYP.) PIPE JOINT PLANNED CULVERT LENGTH _ METAL&PLASTIC PIPE NOTE; SIDE SLOPE SHALL BE WARPED TO MATCH THE BEVELED PIPE END.WHEN CULVERT IS ON SKEW, BEVELED END SHALL BE ROTATED TO CONFORM TO SLOPE. IF SLOPE DIFFERS FROM 3:1, PIPE SHALL BE BEVELED TO MATCH SLOPE, TONGUE END ON INLET END GROOVE END ON OUTLET END ENDS TO FIT ADJACENT PIPE SECTIONS FROUND.EDG:ES " PLAN END SECTION 1'MIN. Q1 � (Typ) c P ANNED CULVERT LENGTH ELEVATION CONCRETE PIPE NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT (T AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE 5�s JP`I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pF WAS/y THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT o v�iP Z �� ENGINEERING DEPARTMENT t �/ KENT BEVELED END PIPE SECTION A ,P 21493 wax xxarox �O FGISTERt J(Q f DESIGNED DWH SCALE NONE STANDARD PLAN FS�ONAL `�G DRAWN DD CHECKED DATE G_ (D APPROVED Exa"Ern J J Septerr ,r;l'09 i 3/4"0 GALVANIZED STEEL BAR (4) 1/4"x2"x8"GALVANIZED STEEL (2)1/4"x3"GALVANIZED STEEL STRIPS STRIPS.BEND AND WELD TO FRAME.SPACE UNIFORMLY 1 + VARIES — NORM DRAIN PIPE 1 1 (18"0 OR LARGER) \ —►I I�—6"MAX. — — — — — SPACING DRILL THROUGH PIPE MATERIAL &STEEL STRIPS.BOLT WITH 1/2" 5" S.STL.HEX BOLTS 3/4"DIA,GALVANIZED STEEL BARS. WELD ENDS TO FRAME NOTES: 1, WELD AT ALL JOINTS. 2. SHOP DRAWINGS REQUIRED. 3. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OFASTM A36 4. DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO MI11(ASTM A123). 5. GALVANIZING SHALL BE PER WSDOT STD.SPECIFICATION 9-05.1(2) NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT - OSEPz, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAS 1Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of N THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT O Z � �� ENGINEERING DEPARTMENT N �� KENT TRASH SCREEN A R 21493 � Q w�xxix orox PQ FG/STERN \�� DESIGNED DWH STANDARD PLAN FS��NAL ENS\\` DRAWN BB SCALE NONE CHECKED DATE C-2O APPROVED J L September 1009 TREE TIE SHALL NOT CONSTRICT TREE DEVELOPMENT PLACE TOP OF ROOTBALL 1"ABOVE THE LEVEL OF NATIVE SOIL BEFORE MULCH, STAKE ONLY IF NECESSARY POTTING SOIL SHOULD BE VISIBLE (TYPICALLY IF TREE IS GREATER THAN 4-TALL) 3"DEPTH MULCH NOT TOUCHING STEM STAKE TREE AT 1/3 HEIGHT OF TREE,USE"TREE TIES"OR CUT CIRCLING ROOTS AND ENGINEER APPROVED EQUIVALENT, SPREAD OR"BUTTERFLY" REMOVE STAKE AND TIE AFTER 1 ROOTBALL YEAR / / NATIVE SOIL \//\ / ✓\/\/\/\/\/ Y\/\ \ \//\\//\\/ //\\//\\//\\//\\//\\//\ BACKFILL WITH TOPSOIL COMPACT MODERATELY ROOT/BALL%/\\j/\j/\ BY HAND \\/ REST BOTTOM OF ROOTBALL ON UNDISTURBED NATIVE SOIL WIDTH OF PLANTING HOLE SHALL BE AT LEAST 1.5 TIMES THE WIDTH Of THE ROOTBALL SPREAD A T MINIMUM DIAMETER MULCH RING (DONUT)AROUND THE PLANTING HOLE r NOT TO SCALE SQSEP1I NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �� of WAS yl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �P o THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT �l ENGINEERINGNG DEPARTMENT 21493 O /STER ,4 KENT TREE PLANTING F ONAI DESIGNEO DWH DRAWN Be SCALE NONE STANDARD PUN CHECKED GATE 5-24 APPROVED FHGINEEq Sertembef 21009 NEWLY GRADED OR WIRE FABRIC O DISTURBED SIDE SLOPE 2' 2' FILTER FABRIC z FLOW MATERIAL in —LARGE ROCK 2"OR / GREATER IN DIAMETER NATIVE BACKFILL MATERIAL OR zo 3/4"-1.5"WASHED GRAVEL / \ 81, I v L� SECTION A-A FILTER FABRIC MATERIAL 2"x2"x14 GAUGE WELDED WIRE FABRIC OR MIRAFI 10OX OR EQUIVALENT A 4 WIRE RINGS EQUAL(IF 180#EXTRA STRENGTH FABRIC (TYPICAL) IS USED MAY ELIMINATE WIRE FABRIC) JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES,WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. STEEL OR I I A I I I I u 2 X 4 WOOD POSTS. 6'0C INSTALLATION NOTES: ELEVATION 1 FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REN10VAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER 2. FILTER FABRIC FENCES SHALL BE NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER EACH AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE RAINFALL AND AT LEAST DAILY S OSEPI� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DURING PROLONGED RAINFALL ANY F WASy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, REQUIRED REPAIRS SHALL BE MADE ti IMMEDIATELY. 0 tiQ cQ p CITY OF KENT ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES r —3 1/3 FENCE HEIGHT. NT FILTER FABRIC FENCE 4 INSTALL THE SILT FENCE FIRST. �0 GIST9301 4 DWH AFTER THE SILT FENCE HAS BEEN FS� �G� DRAWNE° BB SCALE NONE STANDARD PUN INSTALLED,CONSTRUCT BERM AND �N�L E CIIECKEO DATE TRENCH, 5-3 APPROVED Sep;emrbeI 200 FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE SECTION 2.3.E 24'MAX HEIGHT BURY SHEETING I) MAk SPACING INTO EXISTING SOIL MINIMUM AN BAGS,OR EQUILVALENT BfEENP�STICSy MAY BE USED TO WEIGHT PLASTIC FPS TIRES, MAX SPACING SHALL BE 10' CLEAR PLASTIC SHEETING BURY SHEETING SHALL HAVE A MINIMUM THICKNESS INTO EXISTING SOIL OF 6 MIL. MINIMUM 4"X4"TRENCH GENERAL NOTES: 1. PLASTIC SHEETING SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-14.5. 2.MAXIMUM PERMITTED SLOPE SHALL BE 2H:1V. 3.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 120 AND BE WEIGHTED OR TAPED. 4.TEMPORARY STOCKPILES SHALL NOT BLOCK THE SIGHT DISTANCES OF ANY INTERSECTION OR DRIVEWAY. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEP AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE S 'I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WASH THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST 61 CITY OF KENT Z. 7 ENGINEERING DEPARTMENT KENT TEMPORARY STOCKPILING -O R 21493 O � 1O,r FGISTER� 4 AL DESIGNED. SCALE NONE STANDARD PLAN `\' DRAWN TJH CHECKED DATE 5-35 APPROVED PICINEEN 12" 6" 5 1/2" 9" 10" 2 1/2" 1 5" 2 1/2" 1"R 1/2"R w e Z O Ca° g f Q 1"R u cue I e N LL p < ° ° e d O e < d-------------- °O a d711r COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 1 10" 2 3 1/2" 1%MIN. 20/a MAX. NOTES: 1%MIN.- -p . 1. CONCRETE CLASS 3000 IS REQUIRED. 2%MAX. v ° N ° p m c 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC D ° e e 5"SIDEWALK 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, b THE GUTTER PAN WILL MATCH THE ADJACENT 12" + PAVEMENT SLOPE. 2 0" I 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ROLLED CURB —�—COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE: l FACE OF CURB SHALL NOT EXTEND AaFR BEYOND THE FACE OF GUARDRAIL 11 TOWARD THE TRAFFIC LANE 1 B S,De p (CFFp�pFL�F'D VARIES ;., 1 " pNCRF�� N —.� \/\\ � pFMpNTgIN p CEMENT CONCRETE NcR F GF PAVEMENT ROLLED CURB FrF G TRANSITION C RB EXTRUDED CONCRETE CURB UNDER GUARDRAIL SOSEPk NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT 0¢ WASyl AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT tiP z THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. - y ��� CITY KENT . (17 ENGINEERINGNG DEPARTMENT A�O� �FG/STEREO F� v RtNT21493 CEMENT CONCRETE CURBS FS �NAL ENG\� w••« «..." � DESIGNED DWH SCALE NONE STANDARD PUN DRAWN RB CHECKED DATE — C_7 7 ENGINEER V JJ APPROVED Sop,o�rtel 1009 15'MAX. S. S. 5' BROOMED FINISH EXPANSION JOINT Sly !,F A �qS S�ATF� EXPANSION JOINT CONTRACTION JOINT(TYP.) EXPANSION QFQ (TYP.)SEE DETAIL"A' SEE DETAIL"B" JOINT �J CURB& GUTTER 15' 4" 4" 2 3/8"x FULL DEPTH 2" CONTRACTION JOINT,5.O.C. EXPANSION JOINT, (SEE NOTE U) 15'O.C. (MATERIAL SEE NOTE Ol ) DETAIL"A" DETAIL'S" EXPANSION JOINT CONCTRACTION JOINT 1%(MIN) 4"CONCRETE PER WSDOT 2/ I, STD SPECIFICATION B-14 3/8' x FULL DEPTH EXPANSION ° MATERIAL(SEE NOTE Ol ) TLDRIVEWAY SIWALK 2 CRUSHED SURFACING TOP COURSE 3/8"x FULL DEPTH EXPANSION 1 MATERIAL(SEE NOTE CURB,GUTTER&SIDEWALK CROSS SECTION 4"MIN, 6"CEMENT CONCRETE DRIVEWAY APRON AND 2' NOTES: GUTTER FOR RESIDENTIAL DRIVEWAYS. 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT 15' B"REINFORCED CEMENT CONCRETE APRON AND O C.SPACING, ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH GUTTER FOR COMMERCIAL DRIVEWAYS. WSDOT STD.SPECIFICATION SECTION 9-04.1(4) AN ALTERNATE OF PLASTIC BOND BREAKER MATERIAL WILL BE ALLOWED, DRIVEWAY CROSS SECTION 2 CONTRACTION JOINT SHALL BE 1/4" WIDE BY 2"DEEP AT 5'SPACING. 3, EXPANSION JOINTS SHALL BE INSTALLED OSEP IN CURB&GUTTER AND SIDEWALK AT 5 / NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT P.C.&P.T.AT ALL CURB RETURNS AND aF WAS/y AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ALL ANGLE POINTS. �� �A ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT O tiP i 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, 4 FORM& D BEFORE INSPECTION r y � CITY NG KENT REQUIRED BEFORE POURING CONCRETE. � � CTj ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND A�O� �F0 TER4� ��� `� KENT EXPANSION AND CURBS SHALL BE ALIGNED WITH EACH FS w.." ...e" CONTRACTION JOINTS OTHER AND NOT OFFSET. /ANAL EN DESIGNED DWH SCALE NONE STANDARD PUN 6. DESIGN SIDEWALK CROSS GRADE SHALL DRAWN ae CHECKED DATE BE 1.5 6-35 °/a. waram APPROVED tie1 tr'r;; r ZCO`? CLEAR ZONE ► 10 MIN, 3'MIN CLEAR ZONE OF 20'- 20'MIN OF 10'(FROM (FROM FACE OF FOG LINE TO i• CURB OR EDGE OR FACE OF ROADWAY TO FACE OBSTACLE) I OF OBSTACLE)AT f I I 40MPH AND 1 GREATER WITH OR WITHOUT CURB. FIRE HYDRANT FIRE HYDRANT CURB CURB w FIRE HYDRANT STREET FOG LINE TREE a (TYP) EDGE OF PAVEMENT f SIDEWALK SIDEWALK SIDEWALK z PLANTER i PLANTER STRIP i PLANTER STRIP I 3 STRIP CLEAR ZONE 3' (FROM FACE OF CURB TO FACE OF OBSTACLE)FOR ROADWAYS UNDER40MPH. CLEAR ZONE CLEAR ZONE CLEAR ZONE 40 MPH AND BELOW BELOW 40 MPH 40 MPH AND ABOVE WITHOUT CURB WITH CURB WITH OR WITHOUT CURB NOTES: 1. THE AASHTO"ROADSIDE DESIGN GUIDE"AND"A POLICY ON GEOMETRY DESIGN OF HIGHWAYS AND STREETS"SHALL GUIDE ACCEPTABLE CLEAR ZONE DISTANCES 2. ALL OBSTACLES(SUCH AS FIRE HYDRANTS OR STREET LIGHTS) WITHIN THE CLEAR ZONE FROM THE FACE OF CURB SHALL HAVE z BREAKAWAY FEATURES S�s�P17 p NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT WASy AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT tiP i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, - J y CITY NG KENT ENGINEERING DEPARTMENT A�'orF RFc STER�G\�F�� V KENT CLEAR ZONES TONAL EN DESIGNED OWH � NONE STANDARD PLAN DRAWN BB CHECKED RATE V C CJ O APPROVED '+"m+ Septe,rber J009 a _ 7 K im W J Q X W Z z > w = N ¢ .�. Z Q Q U ¢ S U U 4 W W Vl W Y W d Z Q U O Z p m > > J OF wO Q 'w ww ce J = i J O U ¢ � ¢ SZp M Z �, W Z N O p In m 0 n' C7 io W < o m w Zw J m 2 0 O '? J H w W d YZ^ p = _ 0 � J Z FF I r O Q Q Z CDUl J m � N y w J m 0 0 ¢ Z w p z w w w > v ¢ ¢ off 0 00 cavil � E O O O cn 6 O F a Qz W O toO o' > W K w Q S w w 0 O W = m O 2 N W to V l ~ z w U` 0 ZZ Z Q W XLDO g ¢ J u� o ? J m w v Z Q (7 C) z u n V 7 O W K N U O S z (7 p K U V/ C7 QQO DsN a N Q II a-- j L7 K dj U O o a' ¢ Z I- WO O " xU o\/ Z = w NNz z \�/� ao� z = o o wFm owm ri Z ¢ � \ Y a ¢ w Goo u xlD oI ru n a \\\\\\ \/\\��\�\C/\� C/\ \ o 0 I v o a n n a ° e J �- LLI LS O O F W ¢ Vl p l/) _ 0 0 0 0 0 0 O O D O O O O O O ° ° j w i i (D w J¢ Q O Z \/. w J 0 J SZ wWw 9m ¢ ORa LL W \/ N J r Z N O W _ 7 = w 00 I�ZT wNz a a : Q Qw0 Jew w ood \� bZ F o Na p � oW ate ¢ O tno W 0 .\� a wvNiw 0 Qiv Q w Zw F- a w rGN �c � cl�O �i g0 Fri � 0 ao )n � a t~n twn m U ¢ Q um-0� zT SQSEP�I NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WAS/y AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT °z THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. r y CITY OF KENT ENGINEERING DEPARTMENT -O ,P 21493 �'or FISTO'�G\�F KENT SIGN INSTALLATION O ONAL EN DESIGNED DWN SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE - C—O n ENGINWI V OL APPROVED Septe•I-bei LJ09 CITY LIGHT STANDARD SEE STANDARD fL ROADWAY PLANS 6-86,6-87 AND 6-88 OFF-SET DISTANCE SHOWN ON THE STREET LIGHTING PLANS 1.5' I 1.5' TYPE 1 JUNCTION BOX GROUND SURFACE .a a 7 ' Z •I r ° `D I GROUND WIRE WITH COIL (GROUND LID TO BOX) M 1 ° ril I PVC CONDUIT TO NEXT JUNCTION BOX 2"MINIMUM DIAMETER • SCHEDULE 80 PVC CONDUIT o > D #7 REBAR • #4 REBAR r° ° r ° D. CONCRETE CLASS 3000 0 o h D ° ' • r �D PROFILE VIEW INSTALL IN UNDISTURBED SOIL BOLT PATTERN TO BE SUPPLIED BY THE LIGHT e o ° o STANDARD MANUFACTURER CONCRETE CLASS 3000 e e ° r V D Da r ° e C e • r D r 6" G A ° K Z • r Od ° r (TYP) " e � O i TYPE I JUNCTION/BOX- � j UNLESS OTHERWISE STATED ALL LIDS SHALL BE DIAMOND PLATE,GALVANIZED AND LA < a BELED(TS,LT AND/OR COM) ALL LIDS° LA 44 ° SHALL BE TACK-WELDED AT TWO POINTS a e FOR SECURITY AFTER THE FINAL INSPECTION ° D• r° ` SIDEWALK PLAN VIEW AND ACCEPTANCE s D r e e ° ° e D • QSEP NOTE.THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOTES: of WAS& ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1 ALL MATERIALS AND WORK SHALL �y z rr1 CONFORM TO THE CITY OF KENT ti CITY ENGINEERINGNG DEPARTMENT KENT AND THE STATE OF WASHINGTON DESIGN STANDARDS. N ���• LIGHT STANDARD FOUNDATION 2. ALL LIDS SHALL BE TACK-WELDED ADO qF?S 9 R�� � KENT AND JUNCTION BOX AT TWO POINTS FOR SECURITY FSVQ NG� DESIGNED DWH srallonRo PUN AFTER THE FINAL INSPECTION NAL E DRAWN BB SCALE NONE AND ACCEPTANCE, CHECKED oarE wanecx APPROVED SpFYI'ff`t;'Y 109 STREET LIGHT STANDARD WILL BE LOCATED USING THE OFF-SET DISTANCES SHOWN ON THE STREET LIGHTING PLANS SEE STANDARD PLAN 6-89 FOR STREET LIGHT FOUNDATION DETAILS, I 6 � �nP SIDEWALK CURB AND GUTTER GROUND LUG/E6-38 RING TERMINAL TYPE I JUNCTION BOX. (SEE STANDARD PLAN 6-89) QUICK DISCONNECTS WSDOT STD.SPECS. GROUND LID TO BOX WITH 9-29,7 FNM 5 AMP FUSE GROUND WIRE OR APPROVED EQUAL 3M MOISTURE SEALANT STREET LIGHT STANDARD TAPE AND BUTT SPLICE CONNECTOR #6 OR#8 BARE GRD U.S.E/XHHN OR THW WIRE BURNDY CONNECTOR YC4C8 OR APPROVED EQUAL 2"MIN DIAMETER PVC CONDUIT UNLESS A LARGER DIAMETER IS SHOWN ON THE STREET LIGHTING PLANS S()SEP17 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �� of WASy �� AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE INSTALL A THREE WIRE �� c� �O ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 240 VOLT SYSTEM O tiQ �� i THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST GROUND OR NEUTRAL WILL y CITY OF KENT T START AT THE PUGET SOUND C=J ENGINEERING DEPARTMENT ENERGY SERVICE POINT o 21493 �O RFGISTEa`� F`� NT JUNCTION BOX AND FONAL E� W�YNIMDTDY STREET LIGHT WIRE RUNS DESIGNED DWH SCALE ONE STANDARD PLAN DRAWN 88 CHECKED DATE C-90 fNGNFFR V APPROVED Sertem'�,i 'J09 0 0 w 3 O Z Vwl 0 J0cx� ofo' a H 7 ¢ J c J w u z O li w d a Y F O ~ M K Z wO JH- Zm2 z Z > awGU) ¢ a � x <� Z � o0 F. t- mac[ OLn F � ¢ w � a 1Z� F~ J Q N N Z O U V n w IN. tn � Z ' N � p O � LL O — O I < a O J QJ U }d H Y Z Q � a — — — — 3 L Y w ¢a J No3 SOSEP4 NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT °p WAS/y AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0 47 i THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. r y CITY OF KENT (2y ENGINEERING DEPARTMENT A �F�IERO° �� � STREET LIGHT TRENCH FOR Po FOR STREET LIGHT F� '�� KENT CONDUIT ONLY `TONAL ENS\ ""•"'"°'°" CONDUIT RUNS DESIGNED OWH SCALE NONE STANDARD PLAN DRAWN BB CHECKED DATE — C_91 APPROVED ENGIRFER V .7 Septernber2009 r n W O W Z J og zzo Ja w o O 2 W O W'- U ��m ari Z r �Q d_ZO \-BOZO Y G �� mr O p=m0 =C7w0 QQ Cl CD'<z ¢ oC) QdaU o� M w G W W F W 2 p U O J m =Q Z W Q xw FLL >o �F-- ow > WGo� �(n- w� Q� n: K0 �¢ w(7Q� �w 0 r - X� E� wO "'U 0z>� F-Z_.. 0 .y O Z mw W Z W¢¢O O}}Q J� dZ Z� J�J Zo--, ,�. dU�0 ZKLLLL_� W F-W J z QO �z Q W C) W ar--,0� Oz O� Z�z a ti ff 09 JM co Mtp Mt0 >M\!+I s `2e-I C��rQJ 6O rmZCC J¢ Jv=JJ¢<i iLL(0a=W-n- rl� 0U�< Q z U= w X V � WN N � 0 im ¢ W ¢ w = fi - QZ pZ Z> = n Oca n0 4w wO Wm p m Z rE ZC9Om w0 p0 m 00m ¢0 uaOo ccLzCo (n Z z � 5x 0LU mp OW Q O rN O = e�z ow z 0 UQw �0 'o n mu w wz z00G iiZz w vw Fr == Um ! n�a o ¢ 0 M zO = 0 ==. r ¢ U0¢u r- nLo a -D < MOM Qa x X N 0 .-� O GC m = O µ� w z WN �(W7 U' Z KZ'S Q zw 0 K 7 _da wn aO m 0—(WD CAm U C,z2�< W N oC 00 Y (D 00 _ aa O O !y a LL O i0 •o Y [C y o o O XVW 1.8 Y O n 'NIW „9 0 N 1 0 Z Y N = 0 p 0 Z Z O= m Z) 0 a C U w O m w > Z > o Qeeloalc I g Z " � oa W 'NIW„S r d W mr Y y f O < N Q J O Z Cl Z .-,O 0 4 J W ~ >Q O o �� dT 119 p Q U I= > �QSEPk . NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WASP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE P61 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT i THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �� CITY KENT � (?� ENGINEERINGNG DEPARTMENT 10 PF2IST3R �� �/ KENT STANDARD JUNCTION BOX FL ��G�� W...,.•.o. YPES SHEETT 1 1 Z O& AL DESIGNEE) DWH STANDARD PLAN DRAWN BB SCALE NONE CHECKED DATE - `+_9Z APPROVED (J J J Scpternher 1009 SYSTEM IDENTIFICATION DETAIL tl"(TYP) -1 tLt tl"(TYP) ITS INTELLIGENT TRANSPORTATION SYSTEM KENT COMM COMMUNICATION SYSTEM LT LIGHTING SYSTEM TS TRAFFIC SIGNAL SYSTEM TEL TELEPHONE SYSTEM SYSTEM ID DETAIL FOR SHEET 1 JUNCTION BOX DIMENSION TABLE Y BOX TYPE ITEM TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1 2" C INSIDE LENGTH OF JUNCTION BOX 18"-19" 29"-30" D INSIDE WIDTH OF JUNCTION BOX 13"-14" 18 112 19 1 2" E. LID LENGTH 17 5 8" 28 5 8" F LID WIDTH 12 5 CAPACITY-CONDUIT DIAMETER 6" 12" JUNCTION BOX TABLE FOR SHEET 1 NOTE:THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERINO DEPARTMENT \ �i STANDARD JUNCTION BOX KENT TYPES 1 & 2 W�NINpTp" SHEEP 2 OF 2 DESIGNED OWH SCALE NONE STANDARD PLAN DRAWN Be CHECKED DATE — 6_9 J APPROVED cNUNcrot Septernupr 20013 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill CURBS, SIDEWALK AND DRIVEWAYS F-10.12-02 Cement Concrete Curbs ROADSIDE AND SITE DEVELOPMENT H-60.10-01 Bollard Type 1 H-60.20-01 Bollard Type 2 SITE PREPARATION AND EROSION CONTROL I-30.30-00 Wattle Installation on Slope FENCE AND GLARE SCREEN L-20.10-00 Chain Link Fence Types 3 and 4 ROADWAY DELINEATION M-20.10-01 Longitudinal Markings Patterns Hawley Rd Levee Improvements/Horn A - 2 January 9, 2013 Project Number 10-3010 g ,er�un®mmua�..mv.wvua O ip .a awourmw ` �avma nvrvvxnxwuu amv N u Z H p O ° s 1 N Gg` uggN O A j E iss '�� f`D N W R _ 'O I�- m a o J�� JG o ✓. zi d o N a 0 8 dy d��rr 4�55 x G p p w > a m a p 6 o W a �@ L 3NOZ Uld W p4e w IL °d & ,8 w H /1► m � .9 391H%SB A c c c o OC, oo[ c c � a 0 0 9 �f�o( �24 8 8 9 0, co m ,Ep ° U �0 LLM N N N W ywj po W H Z .T'.Q 2 QW. �a, oo d a� ZNFWRa Q �u N y ii O. dF4- EpmM Z r- N al Y o� W J a Q) N W m Y N w? o � ssssss Lu En I (.) a Q J y� r I 4g W E F J � I Z ����IIyyyyy m g Ul ww Z 101. 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Zin MD GH-39P DISCHARGE GATE FLAP GATE (AVAILABLE IN ALUMINUM OR STAINLESS STEEL) SHOWN FLAT BACK & SPIGOT MOUNTED WITH NEOPRENE COMPRESSION SEAL 0 0 0 0 SEE DETAIL "A" - SPIGOT SPIGOT��� o I D OD - 1.25 II I CLEAR FLANGE FLANGE t90 II 1\ // OPENING I,D 0.0 k LL I ii - 30 SEE DETAIL "B" 9 23 25 27 50 -- E-25 FLAT BACK MOUNTED =GOLDENGATES 0 0 20 11 0 21 • I 16 MD GH-39P PUMP DISCHARGE FLAP GATE PARTS LIST 3 GATE HEAD 9 ANCHOR BOLT 3 11 STIFFENER 16 SPIGOT jPIPE 21 COMPRESSION SEAL, NEOPRENE RUBBER 88 ANCHOR BOLTS 116 HINGE MOUNT 118 HINGE PIN \I 120 HINGE ARM `I NEOPRENE GASKET 121 BUSHING I & SEALANT 123 FLANGE 185 SPIGOT BOLT 85 190 EDGE STIFFENER 206 SPRING MTG PLATE SPIGOT MOUNTED 207 LEAF SPRING 208 SPRING MTG BOLTS TRAFFIC CONTROL PLANS Hawley Rd Levee Improvements/Horn A - 4 January 9, 2013 Project Number 10-3010 ALL SIGNS,SPACING AND SPECS TO CONFORM TO THE M U T C D AND THE CITY OF KENT I N 1 See Page #2 for '[PAGE_ 1 -" E Tr 11 Deto r Route KENT HAWLEY RD. LEVEE NOT TO SCALE IMPROVEMENTS 24 hr Fitness #10-3010 TYPE III ROAD CLOSURE Hawley Rd Closed Betneen Washington St&Mry 167 overpass So 251 st St g,"N 0 i Local Access provided for Holmes Electric And to LA Fitness. 1 R I i Cyclist & Pedestrians will be detoured to an alternate route. ROAD ,3 Reason for closure To create clear work area for Street, Sidewalk �9 k CLOSED t i improvements Raising the Road Grade I 60'x30 eM ROAD CL08FR m i}fRU TRAFFIC O C: i C + \ ICU Z - x -- T N -- Holmes Electric GENERAL NOTES -- 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECS k 2. PRIORITY PASSAGE THROUGH WORK ARFA FOR EMERGENCY VFHICLFS SHALL BE PROVIOLD AT ALL TIMES 3, PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE, 4, DEVICES SIiALL NOT ENCROACH INTO ADJACENT IANFS, S. ALL SIGNS 48' X 46" B/D UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC CONES (see TABLE 1 for spacing distances) 7, ALL SPACING 'Vil OF AD)USTFD TO ACC04MCDATE AT GRADE -� INTERSECTIONS AND/OR DRI4EWAYS, --� 8 LA\F PRIMA[ TAPERS WILL BE "L' SEE ATTACHED BOK AND 14UST CONTAPI A '11'1 OF 14 DEVICES 9 COCRDIPWTE RORFItAIIGNS OF ALL LOCAL EMERGENCY SERVICFS, BUSINESSES AND AFFFCTFD RFS70ENTS, WITH THE CITY Or KENT INSPECTOR, y OION SPACING x(1) / MINIMUM TAPER LENGTH• L 6EEA nwr+receTen tANF N10iX �_ PU$'Fp s*ttn i{ifH, mPN aOM9 Htss,tt9f 6M: `h f Eflj IS ]fl 15 +(1 15,`b u5 � xtwN nw0.41 URBAx A4[FRW6 NJ414tt'x )SQ- 16 fOf 15p 1U5 ]IO 'A 5tq 550 &EYGf,nF.11 JtIVLLBwrxESt fn91((Y,`i8 llsbunN EEF } ^ 11 ,15 RS :25 XN x45 ff 851 805 EM VMVSYPoET3 '"-"�'� fSNhiMtC39 �N•!it + 12 125 E83 sus NU .0 M aw 72a TYPE 11 mm�c em s�µ,aw. LEGEND ' l _ WORK LOCATION (Asphalt) 1 a C ROAD .� 7�r r T 8a KENTeIA�T Dee., �--.� SPOTTER LOCATION �r)', - CLOSED 11 it aozotx aEr.a.a = ` ---- r-t SIGN LOCATION 4 + R11-2 CITY OF KENT de rvi:oT-----"—' --- OF'oTacc ar ,® PROTECTIVE/WORK VEHICLE Nick Horn ROAD o n a C14ANNELIZATION DEVICE \� CLOSED Shone rcumter CarFice)--�--'"-�3rzE-Locacian AHEAD 253 8S6 5529 _ Hawley Rd &Wash)ngtoo 28" TRAFFIC CONE REFL See Page#2 for +�� �20-3 rnons xi.�i mr Cf-) "- eeS�'7i E.I,ir -- Osi� 253 656 4700 1 7 2 LL 08 29 11 "' " EXISTING TRAFFIC FLOW Trail Detour Route N nr M"11 ey 1 SIEVE VITA qAT IU4AL BARRICADE LU LC is9 rsona Hv,eEr--- - rn>a 'Km s ssi � � SPOTTER STATION 206 S23 1045 Y _I De d rid ALL SIGNS, SPACING AND SPECS TO CONFORM TO THE M U TC D AND THE CITY OF KENT ROAD CLOSURE N Hawley Rd Closed Between Washington St &Hny 167 overpass /PAGE_ 2---- Local Access provided for Holmes Electric And to LA Fitness. (\ENT E Cyclist& Pedestrians will be detoured to an alternate route Reason for closure To create clear work area for Street, Sidewalk improvements. Raising the Road Grade NOT TO SCALE HAWLEY RD. LEVEE IMPROVEMENTS ■ #10-3010 1=Z) T\U 1516 -^_^'-- AS#M n96 SabiTXq NMRKn�MRsa Bv�seva Xvar% 4.11wes yX�� Fi �Pj / 5 FF OEtOUR k DETOUR+_ DETOUR S i'�tl 11+lihs S4 St M Mt' .µ DETOUR l dl B M4 9R tanr o aav y r rS3 ILA MAIT Vl �XT , t,1 .+r 3 )R(i( DETOUR *� C) Yyr Crow St K MUD aw fyi 4.9L S 203 S iiaa�a W Rat hattri s� to to �,�� 5i.`TiVSEC'o I'1rJ 5L l'A N SEE BLOW-UP PAGE #1 ce+un �� DlrouR 4 M4-9V 20 M4-9V 49 End Roadway e A w LEN Cb (b Boom Trail SIGH SPACING X t1) rD - GM4�Y6 rglpS lJpN (m. k W Mt¢OMC • .59{UN %V i p�R t1 IIULLL(IOM98 WRNJI MITWJ.6 >$r.y YNi }Wr i` nsa+nc�: 6' �m av xl uru">oa,f � ,ae M49 h L I'e i61>DA CP It6tl W i{Y �� � r ,Ia3nr Frt N.GL.aN3 AiIC JiFCR Q40WNGC JFlF6fi L{POiNlI00M(M1V#9L • _ TAT2 MINIMUM TAPER LENGTH u L IrEEn �� (mod) LViE N6TF1 e6STED 5G6F0,1.,4Y,) \ ,f FFt) TS (� io DS'15 M ¢a114, wild rim �i'�ii " �t 6S7 N3ai2 iJ-t!r$L'75GI! +, +Ts +ea Dss Sri ,os;sm aos eao _ 12 Il6 Tao 1a3 NO s.w 00 Bao no GENERAL NOTES n.m«oorco u.P•�+... LECW 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MOND rxQr_maaox AND CITY OF KEN(SPECS. hrne ma D.ny�n C7Ia7T:._ WORK LOCATION (Asphalt) 2 PRIORITY PASSAGL T'IROUGH 4,ORK AREA FOR ENERGENCY •• xs - SPOTTER LOCATION 1EHICLES SHALL dE PROVIDED AT AIL TIRES, KFENT tus.zvn, �� ). PROTCCTIVE VEHICLE RECOVIENDFO-OM RE A WORK VEHICLE a( SIGN LOCATION 4 7EVICEE SHALL NOT ENCROACH INTO ADJACENT LAWS CITY OF KENT S. ALL SIGNS 48'X 48' R;O UNLESS OTHERWISE SPECIFIED -- re ea 1 er ,� PROTECTIVE/WORK VEHICLE b CHANNELQATION DFVICLS ARE STANDARD TRAFFIC COTES. INick Horn (see TABLE 1 for spacing distances) Phone Nwah.r tot cA ro« ac e v N TRAIL DETOUR ROUTE 7. ALL SPACING MAY BE ADJU5110 TO ACCONRODATE AT GRADE 253 856 S529 Ilawley Rd & Washm(Eon JNTERSECTIGhS AND! R DRIVEFAYS eDun,.rw,t.r tfak>--- -sX66E r:as.r- - ,ta 8, LANE REMOVAL TAPERS BILL BE 'L' SEE ATTACHED FOX AND MUST 753 856 4700 2 / 2 06 29 11 _4Y EXISTING TRAFFIC FLOW Prepana By — CONTAIN A MIN OF 14 DUVICLS, STEVE VITA ' NAT EOHAL aAXnulwe a LLC�` lam® 9. COORDINATE WTIFICAT104S OF ALL LOCAI EMERGENCY SERVICES, Phan.W, 6s♦uua.Fo ry IBSa SPOTTER STATION SUSIHESSIS AND AFFECTED RESIDENTS, WITH THE CITY OF XEHi 2ca sn 4oas _ 1 INSPECTOR PROJECT PERMITS H PA JA or General Permit DOE approval on Shoreline Conditional Use Permit City and DOE Approval on Shoreline Substantial Development Permit City Flood Zone Permit Hawley Rd Levee Improvements/Horn A - 5 January 9, 2013 Project Number 10-3010 -1 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77 55 021 -See appeal process at end of HPA Mill Creek,WA 9801 -�29 WILDLIFE '2 )`s''%5-13T1 '' ` 1k --a Issue Date`August 17,2011 Control Number 122120-1 AUG 2011 Project Expiration Date August 16,2016 FPA/Public Notice#: NIA 0�- PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent City of Kent Public Works ATTENTION Mark Madfai ATTENTION Granville Hom 200 4th Avenue South 400 W Gowe St Kent,WA 98032 Kent, WA 98032 253-856-5521 253-856-5500 Fax 253-856-6500 Fax,253-856-6500 Project Name: Hawley Road Levee Improvements Project Description: Construct an earthen berm approximately 3.5' higher than the 100 year flood elevation, and approximately 12' wide at the top, install mitigation plantings. PROVISIONS 1. The project may begin immediately and shall be completed by August 16, 2016. 2. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW) entitled, "HAWLEY ROAD LEVEE IMPROVEMENTS", and, "HAWLEY ROAD PLANTING PLAN", except as modified by this Hydraulic Project Approval A copy of these plans shall be available on site during construction. 3. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below(e-mail to fisheldf@dfw.wa gov) and the Enforcement Program Officer(e-mail to krenzmkk@dfw wa gov) shall receive e-mail notification from the person to whom this Hydraulic Project Approval (HPA) is issued (permittee) no less than three working days prior to start of work, and again within seven days of completion of work to arrange a compliance inspection. The notification shall include the permittee's name, project location, starting date of work or completion date of work, and the control number of this HPA 4. Grading shall be accomplished in a manner that avoids waterward release of material 5. Disturbance of riparian vegetation shall be limited to that necessary to perform the project. Installation of the approved planting plan (Provision 2) is required prior to December 31 of the year of project grading to mitigate project impacts. Plantings shall be maintained as necessary for a minimum of three years to ensure 80 percent or greater initial survival of each species or a contingency species approved by the AHB and shall be maintained for as long as the levee exists and shall not be trimmed or removed without prior authorization by WDFW Growth of invasive species shall be controlled at the site to ensure the survival and viability of the mitigation plantings. Page 1 of 4 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77 55 021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date-August 17,2011 Control Number 122120-1 Project Expiration Date,August 16,2016 FPA/Public Notice# N/A 6 Equipment used for this project shall be free of external petroleum-based products while working around the river and wetlands associated with the river Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc )and undercarriage of equipment prior to its working within the floodplain of the river Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the river and wetlands associated with the river. 7. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB 8 Erosion control methods shall be used to prevent silt-laden water from entering the river and wetlands associated with the river These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas 9. Prior to starting work, the selected erosion control methods (Provision 8)shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 10. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of floodwater in an approved upland disposal site. 11. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the river or wetlands associated with the river. PROJECT LOCATIONS Location#1 Hawley Rd - Washington Ave & SR 167 WORK START; August 17, 2011 (WORK END• August 16, 2016 WRIA Waterbody Tributary to ' 090001 Duwamish River/Green River Elliott Bay t(4SEC Section Township, T_( ange Latitude Longitude County SW 1/4 24 22 N 4 E N 47 3_7642 W 122 24725 King 1 Location#1 Dnwng Directions Page 2 of 4 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77 55 021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date:August 17,2011 Control Number: 122120-1 Project Expiration Date August 16,2016 FPA/Public Notice# N/A APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77 55 RCW(formerly RCW 77 20) Additional authorization from other public agencies may be necessary for this project The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies(local, state and/or federal)that may be necessary for this project This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval is issued and operator(s)performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment All Hydraulic Project Approvals issued under RCW 77 55 021 are subject to additional restrictions, conditions,or revocation if the Department of Fish and Wildlife determines that changed conditions require such action The person(s)to whom this Hydraulic Project Approval is issued has the right to appeal those decisions Procedures for filing appeals are listed below. Requests for any change to an unexpired HPA must be made in writing Requests for new HPAs must be made by submitting a new complete application Send your requests to the department by mail to the Washington Department of Fish and Wildlife, Habitat Program,600 Capitol Way North, Olympia,Washington 98501-1091, e-mail to HPAapplications@dfw wa gov, fax to(360)902-2946, or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor, APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval(HPA), Washington Department of Fish and Wildlife(WDFW)recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns Such a discussion may resolve your concerns without the need for further appeal action If you proceed with an appeal, you may request an informal or formal appeal WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal The lnfoi mal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process If the informal appeal process does not resolve your concerns,you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at(360)902-2534 for more information A INFORMAL APPEALS,WAC 220-110-340 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77 55 RCW Please refer to that rule for complete informal appeal procedures The following information summarizes that rule. A person who is aggrieved by the issuance,denial, conditioning,or modification of an HPA may request an informal appeal of that action You must send your request to WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North,Olympia,Washington 98501-1091,e-mail to HPAapplicahons@dfw wa gov, fax to(360)902-2946, or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor WDFW must receive your request within 30 days fiom the date you Page 3 of 4 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77 55 021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date:August 17,2011 Control Number: 122120-1 Project Expiration Date August 16,2016 FPA/Public Notice#. N/A If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an Informal conference with the WDFW employee responsible for the decision and a supervisor If a resolution is not reached through the informal conference,or you are not the person who applied for the HPA,the HPA Appeals Coordinator or designee will conduct an informal hearing and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal,you may file a request for a formal appeal B FORMAL APPEALS WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW Please refer to that rule for complete formal appeal procedures The following information summarizes that rule A person who is aggrieved by the issuance, denial, conditioning,or modification of an HPA may request a formal appeal of that action.You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia,Washington 98501-1091, e-mail to HPAapplications@dfw wa gov,fax to(360)902-2946, or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor.The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal C.FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS-If there is no timely request for an appeal, the WDFW action shall be final and unappealable ENFORCEMENT Sergeant Chandler(34) P2 Habitat Biologist Q .�r for Director Larry Fisher 425-313-5683 WDFW CC. Page 4 of 4 I 4 a STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office •3190 160th Avenue SE• Bellevue, Washington 98008-5452 • (425) 649-7000 September 7, 2011 jEP 0 9 2011 CITY (X� KENT ENGINEERING DEPT Kelly Casteel City Of Kent Engineering 220 4th Avenue South Kent, WA 98032 Re: City of Kent Local Permit RPSP-2103213 &RPP3-2103288 Kelly Casteel - Applicant Approved Shoreline Conditional Use Permit 232 Dear Kelly Casteel: On August 8, 2011, the Department of Ecology (Ecology) received the Kent decision on your Shoreline Conditional Use Permit for Hawley Road levee improvements. By law, Ecology must review Conditional Use Permits for compliance with: • The Shoreline Management Act (Chapter 90.58 RCW) • Ecology's Conditional Use Permit approval cntena(Chapter 173-27-160 WAC) • The Kent Local Shoreline Master Program After reviewing Conditional Use Permits for compliance, Ecology must decide whether to approve, approve with conditions, or disapprove them. Our Decision: Ecology approves your Conditional Use Permit provided your project complies with the conditions required by Kent. Please note, however, that other federal, state and local permits may be required in addition to this shoreline permit. What Happens Next? Before you begin activities authorized by this permit, the law requires you to wait at least 21 days from the August 8, 2011,the "date of filing". This waiting period allows anyone (including you) who disagrees with any aspect of this permit, to appeal the decision to the state Shorelines Hearings Board. You must wait for the conclusion of an appeal before you can begin the activities authorized by this permit. R Kelly Casteel September 7, 2011 2 of 2 The Shorelines Hearings Board will notify you by letter if they receive an appeal. We recommend you contact the Shorelines Hearings Board before you begin permit activities to ensure no appeal has been received. They can be reached at(360) 664-9160 or http://www.eho.wa.gov. If you want to appeal this decision, you can find appeal instructions (Chapter 461-08 WAC) at the Shorelines Hearings Board website above. They are also posted on the website of the Washington State Legislature at. http ;/apps.leg.wa.gov/wac. If you have any questions,please contact Barbara Nightingale at (425) 649-4309. Sincerely, Geoff Tallent, Section Manager Shorelands and Environmental Assistance Program cc: Granville Horn, City of Kent Engineering, Project engineer ECONOMIC & COMMUNITY DEVELOPMENT Ben Wolters, Director �� PLANNING SERVICES Fred Satterstram, AICP, Director KENT Charlene Anderson, AICP, Manager W..s H.NG1GN Phone: 253-856-5454 Fax. 253-856-6454 Address: 220 Fourth Avenue 5 Kent, WA 98032 SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT Decision Document August 5, 2011 City of Kent Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 Planner: Katie Heinitz I. PROPOSAL DESCRIPTION AND LOCATION: The applicant proposes to raise and reconstruct a portion of Hawley Road, and add an earthen berm on adjacent parcels to act as a levee to protect the City of Kent from flooding by the Green River. The new roadway and berm, approximately four and a half feet higher than the 100 year flood elevation of the Green River, will be located approximately 75 feet from the ordinary high water mark of the Green River . Though Hawley Road will be raised it will still provide ingress- and egress for local residents, businesses, and park users. In areas outside the right-of-way an earthen berm will be provided. This project is part of a larger effort to have the entire levee system within the City limits certified by FEMA. In addition to the new raised roadway and levee berm, a recreational trail for pedestrians and bicyclists will be constructed on the raised area between Hawley Road and the Green River. Existing utilities will be adjusted to grade as needed and approximately 5,600 square feet of trees, shrubs and grass will be removed. Native trees and shrubs will be installed along the roadway as mitigation. Approximately 7,150 cubic yards of fill material will be used for the proposed roadway and berm construction. Fill material will include topsoil, sand and gravel and will be obtained from permitted excavation sites. Existing utilities will be relocated as needed. The banks along the Green River will not be disturbed. The project area is 2 6 acres in size and includes portions of the right-of-way along Hawley Road and .5 acres of two adjacent parcels, owned by the City of Kent Parks Department, II. CITY OF KENT COMPREHENSIVE PLAN ZONING AND SHORELINE DES IG NATION The project area is located in the General Commercial (GC) and Industrial Agricultural (MA) zoning district and has a Comprehensive Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 Plan Land Use Map designation of Mixed Use (MU) and Open Space (OS). Properties within the project area are used as roadway, power transmission lines, undeveloped City of Kent Parks property, and a 20 stall parking lot for adjacent businesses and park use. Hawley Road currently serves as the link between two portions of the Green River Trail, and a recreational trail separate from the road will be constructed as part of this project to serve as the new trail link. Properties surrounding the project area are occupied with commercial and service businesses. Approximately 90 percent of the project area is located within 200 feet of the Green River, a Shoreline of Statewide Significance. The Shoreline Environment Designation is High Intensity, with a parallel designation of Urban Conservancy-Open Space along the Green River. TII. ENVIRONMENTAL CONSIDERATION: A. Environmental Assessment Environmental review pursuant to the State Environmental Policy Act (SEPA) was completed and a Determination of Non-Significance (DNS) was issued for this proposal on June 16, 2011 (ENV-2010-29). The 14-day appeal period for the DNS ended on June 30, 2011. No appeals were received. A copy of the DNS Is included in the environmental file associated with this permit. The applicant submitted a Biological Assessment as part of SEPA review (dated January 12, 2011), which concluded the project will have "no effect" on any threatened or endangered species or their designated critical habitat. The reasoning for the "no effect" determination included avoidance of in-water work and implementation of the site-specific Temporary Erosion & Sedimentation Control Plan and Stormwater Pollution Prevention Plan, B. Sli nificant Physical Features 1. Topograph_y and Hydrology The project area of approximately 2.6 acres is generally described as flat, with slopes no greater that 1 to 2 percent, aside from the side slopes of the existing levee. A small portion of the site is included in the 100-year floodplain, based on the March 18, 2008 Lower Green River Mapping Study by Northwest Hydraulic Consultants, and revised preliminary FIRM maps in use at the time this application was submitted The site contains one 0.2 acre Category III wetland. No direct impacts to the wetland are anticipated. A small portion of the wetiand buffer may be impacted; however, proper mitigation will take Page 2of13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 place, per Kent City Code 11.06, The Green River, a shoreline of statewide significance, is located adjacent to the project area. C. Significant Social Features 1. Parks and Recreation This portion of Hawley Road currently serves as the link between two portions of the Green River trail. However, a new, separate pathway for pedestrian and bicyclists will be constructed along Hawley Road between the road and the river for the Green River Trail connection. 2. Public Roadways During construction, ingress and egress for the two adjacent businesses on Hawley Road will remain accessible, Hawley Road is classified as an Industrial/Commercial Local Street. 3. Light and Glare Existing lighting along Hawley Road will be replaced. No additional lighting beyond what already exists is proposed as a part of this project. Existing utilities will be adjusted as necessary for the road replacement. IV. APPLICABLE LAWS AND REGULATIONS A. Public Notice Public Notice of Application was provided on November 12, 2010 with a 30-day comment period as required by the Kent Shoreline Master Program, Chapter 7 Section B.2.c. The comment period closed on December 13, 2010. B. State of Washington Shoreline Management Act: Development, as defined in RCW 90.58.030(3)(d) will occur within 200 feet of the Ordinary High Water Mark of the Green River and is therefore governed by the regulations of the State Shoreline Management Act pursuant to RCW 90.58.030(2)(d) and (f). The cast of development exceeds $5,000, and thus a Shoreline Substantial Development Permit is required in accordance with WAC 173-27- 040(2)(a). In addition, a Shoreline Conditional Use permit is required per the City of Kent Shoreline Master Program Chapter 4 Section C.7. A public hearing was held for the Shoreline Conditional Use on July 20, 2011 and a decision for approval was issued by the Kent Hearing Examiner on August 3, 2011. As conditioned through the Shoreline Conditional Use and by this permit, this project will be consistent with the Shoreline Management Act. Page 3of13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 C. City of Kent Comprehensive Plan In 2004 the Kent City Council adopted an update to the Kent Comprehensive Plan which represented revisions to demographics, housing and employment forecasts, and relevant goals and policies affected by the referenced Inclusion of pertinent local and regional policy documents. As with the 1995 plan, the 2004 update was prepared under the provision of the Washington State Growth Management Act. The comprehensive plan, through its goals and f policies, presents a clear expression of the City's vision of growth for citizens, the development community, and other public agencies. The plan is used by the Mayor, City Council, Land Use and Planning Board, Hearing Examiner, and the city departments to guide decisions on amendments to the City's zoning code and other development regulations, which must be consistent with the plan, as well as guide decision making about the funding and location of the capital f improvement projects. As a part of the comprehensive update of the Shoreline Master Program (SMP) in September 2009, Ordinance 3931 replaced Appendix C "1999 Kent Shoreline Master Program - Goals and Policies" with j "Chapter 13, Shoreline Element" in the City's Comprehensive Plan. The Shoreline Element includes the goals and policies of the September 2009 SMP. The Comprehensive Plan Land Use Map designates the subject site as Open Space and Mixed Use. The proposal, as conditioned, generally is compatible with the goals and policies of the Shoreline Element of the Comprehensive Plan: Shoreline Modification Policy 7.b.l: Dikes and levees should be constructed or reconstructed only as part of a comprehensive flood hazard reduction program. Planning Services Comment The Kent City Council adopted the 2006 King County Flood Hazard Management Plan to serve as the City's comprehensive flood hazard reduction program. Specifically the following policies within this plan apply to the proposal: Policy PRO]-1: King County should prioritize actions to address flood and channel migration risks using the following criteria in order of importance: a. The consequences that will result if no action is taken. Consequences should be prioritized as identified in Policy G-2. Page 4 of 13 Decision Document Hawley Road levee Improvements #SMA-2010-2 #RPSP-2103213 b. Urgency, where urgency is a measure of how quickly an action needs to be taken in order to prevent a risk from growing worse. c. Legal responsibility and authority, where legal responsibility and authority is a contractual relationship between King County and another person or agency to maintain a flood protection facility. d. Funding or partnership opportunities. Policy PROD-5: New flood hazard management projects, whether protecting new or existing development, should seek to provide protection from the 100-year, future conditions flood, plus a margin of safety. Policy PROD-6: King County should construct new flood protection facilities and maintain, repair or replace existing flood protection facilities in such a way as to: a. Require minimal maintenance over the long term, b. Ensure that flood or channel migration risks are not transferred to other sites, c. Protect or enhance aquatic, riparian and other critical habitats, and d. Protect or enhance multiple beneficlal uses offlood hazard areas. Policy PRO]-8: King County will consult with affected Native American Tribes, the Washington State Office of Archaeology and Historic Preservation, and the King County Historic Preservation Program staff when designing flood hazard management projects beyond existing flood protection facility footprints to ensure that archaeological, cultural and historic resources and Traditional Cultural Properties are identified, evaluated and appropriately protected. The proposed project is consistent with the above policies of the 2006 King County Flood Hazard Management Plan as follows. Prioritization for the proposed project is unique from typical new levee construction because levees already exist on the Green River. As the entire length of Green River levees within Kent are not certified by FEMA, all levee segments need reconstruction or replacement despite the functional level of flood protection the existing levees already provide. Obtaining levee certification will remove affected properties from the 100-year floodplain and eliminate the requirement to purchase flood insurance (which lenders Impose on property owners). Accordingly, prioritization for levee improvement is largely based on ease and speed of construction, and the economic impact on affected properties having to continue to purchase flood insurance. Page 5 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 This proposal has been designed to provide 100-year flood protection plus a margin of safety, and to require the least amount of long-term maintenance. As discussed above, existing levees are present on the Green River, so actual flood risk will not be transferred to other properties by construction of the proposed new setback levee. The project area is not located within a Channel Migration Zone and will continue to support a multitude of beneficial uses post-construction, such as the recreational use of the Green River Trail and the river itself, as well as surrounding industrial uses as designated in the Zoning Code, the Comprehensive Plan and the SMP. There are no historical sites within the project boundaries. The area known as Langston's Landing, listed on the National Register of Historic Places Inventory, exists along the banks of the Green River in the vicinity of the project, but outside the project area, on the west side of West Valley Highway. No remnant of the landing remains but a monument with a plaque describing the historical significance exists in the vicinity. The Hawley Road levee improvements will take place in the right-of-way, not on the bank slopes of the Green River and not within the area where the Langston Landing is noted on the historical inventory. Care will be taken during construction to avoid impacting the slope where Langston's Landing was reportedly located. Should archaeological materials such as bones, shell, stone tools, beads, ceramics, old bottles, hearths, etc. or human remains be observed during project activities, all work in the immediate vicinity should stop. This Substantial Development Permit includes a condition for addressing any such features should they be encountered during construction. Restoration Goal 1: Maintain, restore or enhance watershed processes, including sediment, water, wood, light and nutrient delivery, movement and loss. Restoration Goal 2: Maintain or enhance fish and wildlife habitat during all life stages and maintain functional corridors linking these habitats. Restoration Goal 3: Contribute to conservation and recovery of Chinook salmon and other anadiomous fish, focusing on preserving, protecting and restoring habitat with the intent to recover listed species, including sustainable, genetically diverse, harvestabie populations of naturally spawning Chinook salmon. Restoration Clb�ective 2.c. Improve the health of the Green River and its tributary streams by increasing LWD recruitment potential through plantings of trees, particularly conifers, in the riparian corridors. Where feasible, install LWD to meet short-term needs. Page 6 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 Restoration Priority 7. Improve riparian vegetation, reduce impervious coverage. Planning Services Comment The proposed project is consistent with the above goals, policies and objectives of the Shoreline Element of the Comprehensive Plan. By maintaining native trees and planting native shrubs along the Green River and providing mitigation tree plantings, watershed processes and fish and wildlife habitat will be Improved. No disturbance of existing vegetation is planned along the bank slopes adjacent to the proposed levee and the trees that will be removed do not provide shade to the river nor would they likely contribute large woody debris to the river in the future. Unpaved areas disturbed during construction will be hydroseeded or replanted per the recommendations of the engineer certifying the levee. Native trees and shrubs will be planted along Hawley Road to replace trees removed to construct the berm, D. Kent Shoreline Master Program The City of Kent Shoreline Master Program (SMP) is a planning document that outlines goals and policies for the shorelines of the City, and also establishes regulations for development occurring within shoreline jurisdiction (the area 200-feet landward of the Ordinary High Water Mark). The SMP recently underwent a comprehensive update in September 2009. The SMP designates the project area as High Intensity, with a parallel designation of Urban Conservancy-Open Space adjacent to the Green River. The High Intensity environment is intended to provide for "high-intensity water-oriented commercial, transportation, and industrial uses while protecting existing ecological functions and restoring ecological functions in areas that have been previously degraded" while recognizing the presence of levees. The purpose of the Urban Conservancy-Open Space environment is to "protect and restore . ecological functions in urban and developed settings, while allowing public access and a variety of park and recreation uses." Chapter 3 of the SMP, General Provisions, includes policies and regulations that apply to all uses and activities regardless of shoreline environment designation. Sections within Chapter 3 that pertain to the proposed setback levee include Archaeological and Historic Resources, Environmental Impacts, Flood Hazard Reduction, Public Access, Shorelines of Statewide Significance, Vegetation Conservation and Water Quality. Page 7 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 Planning Services Comment • Chapter 3, Section B.2, Archaeological and Historic Resources: There are no historical sites within the boundaries. The I project area known as Langston's Landing, listed on the National Register of Historic Places Inventory, exists along the banks of the Green River in the vicinity of the project, but outside the project area, on the west side of West Valley Highway. No remnant of the landing remains but a monument with a plaque describing the historical significance exists in the vicinity. The Hawley Road levee improvements will take place in the right-of-way, not on the bank slopes of the Green River and not within the area where the Langston Landing is noted on the historical inventory. Care will be taken during construction to avoid impacting the slope where Langston's Landing was reportedly located. The Substantial Development Permit will include a condition requiring work stoppage and an archaeologist's inspection should any such features be discovered during site work. • Chapter 3, Section B.4, Environmental Impacts: A Determination of Non-Significance (DNS) was issued for this proposal on June 16, 2011 (ENV-2010-29). The project has been determined not to cause significant ecological impacts or significant adverse impacts as defined in the SMP. Due to the proposed levee's location away from the river, behind the existing river bank (which serves as an existing levee), environmental impacts to the Green River have been avoided. Removal of trees will be mitigated by replanting with a greater number of trees. Vegetation will be replaced with native species, as conditioned. • Chapter 3, Section B.5, Flood Hazard Reduction: The proposal is consistent with the City's Flood Hazard Regulations (KCC 14.09), the flood insurance study for King County, and the City's Surface Water Utility Regulations (KCC 7.05). The Washington Department of Fish and Wildlife determined that a Hydraulic Project Approval will be required. Construction of the project shall comply with any HPA conditions. Due to the proposed levee's setback from the river (approximately 75% it will not further restrict natural channel movement or impact vegetation on the river bank. The proposed levee has been designed by a Professional Engineer and is necessary to obtain EEMA certification for 100-year flood protection of businesses, Page 8 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 homes and infrastructure in the Kent valley. Existing hydrological connections will not be impacted. • Chapter 3, Section 8.7, Public Access: Public access will be improved through this project by providing a new trail for pedestrians and bicyclists along Hawley Road to serve as the link between two sections of the Green River Trail, also providing access to Riverview Park and Foster Park. Hawley Road dead-ends where the Green River Trail resumes. Public views of the river from the new trail will not be impacted. Only a small portion of Hawley Road will be raised and views from the adjacent parks will be maintained. • Chapter 3, Section B.8, Shorelines of Statewide Significance: Green is a Shoreline of Statewide Significance because it The Gr n River g is a major resource that potentially benefits all people in the state. Accordingly, the Kent SMP implements the priorities set forth in RCW 90.58.020, which are as follows. a. Recognize and protect the statewide interest over local interest; b. Preserve the natural character of the shoreline; C. Result in the long-term over short-term benefit; d. Protect the resources and ecology of the shoreline; e. Increase public access to publicly owned areas of the shoreline; f. Increase recreational opportunities for the public in the shoreline area. Statewide interests associated with the Green River and the proposed project have been protected by avoiding environmental impacts, enhancing vegetation, protecting endangered and threatened species, constructing a new separate trail and coordinating with the Muckleshoot Indian Tribe. Construction of the proposed levee is necessary to provide flood protection to businesses and residents in the Kent Valley, which is a long-term benefit to Kent both physically and economically. The natural character, resources and ecology of the shoreline will be protected and preserved by constructing the levee away from the river and avoiding disturbance of the riverbank, substrate and water. • Chapter 3, Section B.11, Vegetation Conservation: Removal of trees within shoreline jurisdiction has been minimized to the extent feasible by locating the proposed levee where the Page 9 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 fewest number of trees will be impacted. Approximately 5,600 square feet of trees, shrubs and grass will be removed as a result of the proposed project. No disturbance of existing vegetation is planned along the bank slopes adjacent to the proposed levee. Unpaved areas disturbed during construction will be hydroseeded or replanted per the recommendations of the engineer certifying the levee. Native trees and shrubs will be planted along Hawley Road to replace trees removed to construct the berm. The Conditional Use Permit has been conditioned accordingly to ensure native trees and shrubs will be used in the plantings. Chapter 3, Section B.12, Water Quality. been avoided b locating the Significant ecological impacts have b y 9 , proposed levee away from the river, behind the existing river bank. t Proposed stormwater measures are in compliance with the CI y's , Surface Water Design Manual, which is consistent with state and federal water quality regulations. The proposed use will not require application of pesticides, herbicides or fertilizers. ! Chapter 4, Shoreline Modification Provisions, Includes policies and regulations for each type of shoreline modification. Levees are considered shoreline modifications because they "permanently change j the physical configuration or quality of the shoreline, particularly at the I point where land and water meet." Due to the permanence of levees, their direct relationship to river flows and processes, and their potential for significant ecological impacts, the SMP states that dikes and levees shall only be authorized by Conditional Use Permit, Section C.7, Levees, outlines policies and regulations specific to construction of levees. The following regulations within Chapter 4 Section C.7 apply to the project and pertain to environmental protection and enhancement: Regulation 7,c.2. Dikes and levees shall protect the natural processes and resource values associated with streamways and deltas, including, but not limited to, wildlife habitat. j c Regulation 7.c.8: Proper diversion of surface discharge shalt be provided to maintain the integrity of the natural streams, wetlands, and drainages. Regulation 7.c.9: Underground springs and aquifers shall be identified and protected. Regulation 7.c.10: Where feasible, the construction, repair, or reconstruction of dikes or levees shall include environmental restoration, The Kent Restoration Plan accompanying this SMP Page 10 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 provides guidance the City`s Shoreline Administrator will use in determining the amount and type of restoration required. Panning Services Comment: The proposed project meets the above regulations through application of the City of Kent Surface Water Design Manual and City of Kent Construction Standards which require treatment and detention of stormwater runoff as well as best management practices through a Temporary Erosion and Sedimentation Control Plan and a Stormwater Pollution Prevention Plan. The project site is not located in a floodway, and no known underground springs or aquifers have been identified on or near the subject site. One small wetland was identified within the project area, but the project proposal does not include any direct impacts to this wetland. Any impacts to the wetland buffer will require mitigation in accordance with Kent City Code 11.06. The location of the proposed levee behind the existing levee and river bank, 75 feet back (and thus separated from the river) prevents any impacts to natural river processes or wildlife habitat. Removal of existing vegetation within the project area has been minimized to only that necessary for construction of the levee. Vegetation outside the construction area and along the river bank will not be impacted. Native shrubs will be planted to improve wildlife habitat. The following regulations within Chapter 4 Section C.7 pertain to levee design and public access; Regulation 7.c,1: Dikes and levees shall be designed, constructed, and maintained in accordance with Washington State Department of Fish and Wildlife Hydraulic Project Approval, federal levee criteria, and in consideration of resource agency recommendations. Re ulation 7.c.3: Dikes and levees shall be limited in size to the minimum height required to protect adjacent lands from the projected flood stage. Regulation 7.c.4: Dikes and levees shall not be placed in the floodway, except for current deflectors necessary for protection of bridges and roads. Reaulation 7.c.5: Public access to shorelines should be an integral component of all levee improvement projects, Public access shall be provided in accordance with public access policies and regulations contained herein. New dikes or levees must not impede or diminish public access on the Green River Trail. Fisherman access should be combined with levee maintenance access. Page 11 of 13 Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 Reguulatfon 7.c.7. Dikes and levees shall be set back at convex (inside) bends to allow streams to maintain point bars and associated aquatic habitat through normal accretion, if feasible. Planning Services Comment The proposed levee has been designed to meet FEMA certification standards for 100-year flood protection. The Washington Department of Fish and Wildlife determined that a Hydraulic Project Approval will be required. Construction of the project shall comply with any HPA conditions. j The location of the proposed levee behind the existing levee and river bank, 75 feet back (and thus separated from the river) prevents any impacts to natural river processes or wildlife habitat. Removal of existing vegetation within the project area has been minimized to only 1 that necessary for construction of the levee. Vegetation outside the construction area and along the river bank will not be impacted. Native shrubs will be planted to improve wildlife habitat. Public access will be improved with the construction of the new trail adjacent to the roadway. I I The following policies and regulations within Chapter 4 Section C.7 pertain to flood hazard management: Policy 7.b.1; Dikes and levees should be constructed or reconstructed I only as part of a comprehensive flood hazard reduction program. Regulation 7.c.6, Dikes and levees shall only be authorized by Conditional Use permit and shall be consistent with the 2006 King County Flood Hazard Management Plan, as amended. Planning Services Comment A Shoreline Conditional Use Permit application was submitted and reviewed by staff. A public hearing was held for the Shoreline Conditional Use on 3uly 20, 2011 and a decision for approval was issued by the Kent Hearing Examiner on August 3, 2011. The proposed project is consistent with the 2006 King County Flood Hazard Management Plan, as discussed on pages 4-5 of this staff report. SMP Chapter 5, Sh_orellne Use Provisions Chapter 5, Shoreline Use Provisions, includes policies and regulations for each type of shoreline use. Specifically, section C.7, Recreational Development, applies to the recreational trail component of this proposal. The primary use of the proposed setback levee is flood protection, which is not identified as a use within Chapter 5, but is dealt with under the General Provisions in Chapter 3, within Section i3.5, Flood Hazard Reduction and River Corridor Management, Page 12 of 13 i Decision Document Hawley Road Levee Improvements #SMA-2010-2 #RPSP-2103213 Planning Services Comment Staff has reviewed the proposal and has determined that as conditioned, it is consistent with the SMP Chapter 5 regulations pertaining to recreational development as follows- Chapter 5, Section C.7, Recreational Development: The proposed trail on top of the new levee will be located along Hawley Road and Is not displacing a water-oriented use. Ecological restoration will be provided via native tree and shrub replacement. Public access to the river is provided via the existing Green River Trail, new trail link, and nearby Riverview Park and Foster Park. V. DECISION The Substantial Development Permit for the Hawley Road Levee Improvements SMA-2010-2 / RPSP-2103213 is APPROVED, with the following conditions: 1. The applicant shall comply with the conditions of the Shoreline Conditional Use Permit (SMC 2010-2, RPP3-2103288). 2. The applicant shall comply with the conditions of the DNS issued for this project on June 16, 2011 (ENV-2010-29/KIVA#RPSA-2102961). 3. Should any phenomena of possible archaeological value be uncovered during site work, all work shall be stopped immediately, and a professional archaeologist shalt inspect the site to ensure that all possible valuable archaeological data are properly salvaged or mapped. Approved this 5`1' day of August 2011 Charlene Anderson, AICP, Planning Manager This decision shall be final unless an appeal is made, Persons aggrieved by the grant, denial, rescission or modification of a permit may file a request for review by the Shoreline Hearings Board in accordance with the review process established by RCW 90,58,180 or as subsequently amended, and with the regulations of the Shoreline Hearings Board contained in Chapter 461- 08 WAC or as subsequently amended The request for review must be filed with the Hearings Board within twenty-one (21) days of the date of filing, as defined in RCW 90 58.140(6). Per WAC 173-27-190, construction pursuant to this permit shall not begin and is not authorized until twenty-one days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-27-130, or until all review proceedings initiated within twenty-one days from the date of such filing have been terminated, except as provided in RCW 90.58.140(5)(a) and (b). KH\mb:AS:APermit\Dian\shoreline\2010\2103213�ma-2010-2_stfryt.doc Page 13of13 7rf STATE OF WASHIN(TON DEPARTMENT OF ECOLOGY Northwest Regional Office o 7190 1601h Avenue SE• Bellevue, Washinkgton 98008-5452 • (425) 6=19-A= E, September 7, 2011 Kelly Casteel City of Kent Engineering 220 4"' Avenue South Kent, WA 98032 Re: City of Kent RPSP-2103213 &RPP3-2103288 - Approved City of Kent Engineering - Applicant Shoreline Substantial Development Permit 753 Dear Kelly Casteel. On August 8, 2011, the Department of Ecology received notice that the City of Kent approved your application for an SDP. Your permit is foi Hawley Road Levee improvements along the Green River. By law, local governments must review all SDPs for compliance with• • The Shoieinre Management Act(Chapter 90 58 RCW) • Ecology's Substantial Development Permit approval criteria (Chapter 173-27-150 WAC) • The Kent Local Shoreline Mastei Program Local governments, after reviewing SDPs for compliance, are required to submit them to Ecology Your approved SDP has been received by Ecology. What Happens Next? Before you begin activities authorized by this permit, the law requires you wait at least 21 days from August 8, 2011, the "date of filing". This waiting period allows anyone (including you) who disagices with any aspect of this permit, to appeal the decision to the state Shorelines Hearings Board. You must watt Ior the conclusion of an appeal before you can begin the activities authorized by this perinit The Shorelines Hearings Board will notify you by letter if they receive an appeal. We recommend you contact the Shorelines Hearings Board before you begin permit activities to ensuic no appeal has been received. They can be reached at (360) 664-9160 or http //www�cho.wa gov/ Kelly Casteel September 7, 2011 3 of 4 If you want to appeal this decision, you can find appeal instructions (Chapter 461-08 WAC) at the Shorelines Hearings Board website above. They are also posted on the website of the Washington State Legislatute at http.//apps leg.wa oov/wac/default aspx9citc=461-08. Other federal, state and local permits may be required in addition to this shoreline permit. If you have any questions about this letter, please contact Barbara Nightingale at(425) 649-4309. Sincerely, 11 J ;,a / - �, � Barbara Nightingale, Regional Shoreh�lanner Shorelands and Environmental Assistance Program cc: Granville Horn, City of Kent Engineering, Project Engineer i P P i P t E I I I A Public Works Rig Type Tracking Number REFZ ' _ Location 400 W Gowe P r it Name / Mail to:220 4th Avenue S e Kent,WA 98032-5895 C LT c k I�EN T (253) 856-5500 FAX (253) 856-6500 Date submitted w^��^u°��� wwwci kent wa us/permitcenter l�j �! m COMMUNITY Protected Review Date DEVELOPMENT Flood Zone Permit Application Routing ❑BS ❑ PS *W ❑ FD k of Copies Project Name AL,. Zone Project Location dw,Jit' irk i1��L�. ParcelNumber: f /� Desenption of Project 904'at i to Owner SECTION 1: General Provisions Name: tiy APPLICANT to read and sign): Address - t s_t; t - b4 1.No work of any kind may start until a permit is issued City Zt • C' 2.The permit may be revoked it any false statements are Phone made herein Email 3 If revoked,ail work must cease until permit is re-issued 4.Development shall not be used or occupied until Contractor a Certificate of Occupancy (Commercial)of Final Name Company. Inspection (Residential)is issued Address 5,The permit will expire if no work is commenced within six months of issuance City Zip: (See Construction Standards Section 1 15F) Phone Fax 6.Applicant is hereby informed that other pei mils may Contractor I D No be required to fulfill local,state,and federal regulatory Email requirements 7 Applicant hereby gives consent to the Local Administrator Architect/Engineer or his/her representative to make reasonable inspections Name Company: required to verify compliance Address. 8 THE APPLICANT,CERTIFIES THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO City, Zip THIS APPLICATION ARE,TO THE BEST OF MY Phone Fax KNOWLEDGE,TRUE AND ACCURATE. License No Email APPLICANT'S SIGNATURE Contact t.+ -- Name y c�1 t�t ��r_lr�i t. Company Cl i-i Ci (t i-f Address_ L' - tie= DATE. 191iPID City ir"t ita zip � Ftie' Phone L 'S` h L;ci6 It Fax - } :i4- b6 C:(i I certify that I have read this application and declare under penalty of perjury that the information contained herein is correct and complete I am eithet the owner of the property Surveyor described or I represent the owner or contractor as signified Name C4 T' , above and am acting with the owner/contractor's full knowledge and consent Address: 406 6w&�i Name (please pant) city Signature i 5t tr ' Phone Email Date— it -12 Al lVHL..7 Vrvd..�063-*(,1 )OS p d oW"�q" x, G��,� ,r { i Flood Zone Permit Application (page 2 of 5) SECTION 2: DESCRIPTION OF WORK (Check all applicable boxes): A.STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑New Structure ❑Residential (1-4 family) GAddltion ❑Residential (More than 4 family) ❑Alteration ❑Non-residential (Fioodproofing? ❑Yes) ❑Relocation ❑Combined Use(Residential&Commercial) ❑Demolition ❑Manufactured(Mobile) Home (In Manufactured Home Park?✓]Yes) ❑Replacement ESTIMATED COST OF PROJECT$_ f(0 K_ MARKET VALUE OF EXISTING STRUCTURE$ la t"A B.OTHER DEVELOPMENT ACTIVITIES @Clearing C{Fiil ❑Mining []Drilling @Grading ❑Excavation(Except for structural development checked above) ❑Watercourse alteration(Including dredging and channel modifications) ❑Drainago improvements (Including culvert work) ,@Road,street or bridge construction ❑Subdivision(New or expansion) ❑individual water or sewer system L1Other(Please specify) 1 � `fl ti G�Nt t=lei After completing SECTION 2,APPLICANT should submit form to the Local Administrator for review. SECTION 3: Floodplan Determination (To be completed by the Administrator): The proposed development is located on FIRM Panel No. , Dated Watershed The Proposed Development- [:Its NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). Us partially located in the Special Flood Hazard Area, but budding/development is NOT. S mr Flood Zone Permit Application (page 3 of 5) ❑Is located in a Special Flood Hazard Area FIRM zone designation is '100-Year'flood elevation at the site is ft NGVD (MSL) ❑Unavailable ❑Substantial Improvement = Estimated Cost(50%) ❑Yes ❑No Market Value (250%) ❑Is located in the floodway FBFM Panel No. Dated (if different from the FIRM panel and date) ❑See section 4 for additional instructions SIGNED: DATE: SECTION 4: Additional Information Required (To be completed by the Administrator): The applicant must submit the documents checked below before the application can be processed: ❑A site plan showing the location of all existing structures,water bodies, adjacent roads, lot dimensions, and proposed development ❑Development plans, drawn to scale,and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), proposed elevation of crawl space, proposed elevation of lowest adjacent grade, types of water-resistant materials used below the first floor, details of floodproofrng of utilities located below the first floor, and details of enclosures below the first floor. Also, — ❑Subdivision or other development plans. (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide"100-year"flood elevations if they are not otherwise available) ❑Plans showing the extent of watercourse relocation and/or landform alterations ❑Change in water elevation (in feet) _.,Meets ordinance limits on elevation increases ❑Yes ❑No ❑Top of new compacted fill elevation ft.NGVD(MSL). ❑Floodproofrng protection level (non-residential only ___ft.NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. F Flood Zone Permit Application (page 4 of 5) ❑Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the"100-year"flood A copy of all data and hydraulic calculations supporting this finding must also be submitted ❑Other SECTION 5: Permit Determination (To be completed by the Administrator): I have determined that the proposed activity A ❑Is B Us not in conformance with provisions of City Code # 20_.The permit is issued subject to the conditions attached to and made part of this permit SIGNED DATE: If box A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee If box B is checked, the Local Administrator will provide a written summary of deficiencies Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals Application# APPEALS: Appealed to Board of Appeals ❑Yes ❑No Hearing date Appeals Board Decision -Approved? ❑Yes ❑No Reasons Conditions. SECTION 6: Permit Determination (To be submitted by APPLICANT before Certification of Compliance is issued): The following information must be provided for structures that are part of this application.This section must be completed by a registered professional engineer or a licensed land surveyor(or attach a certification to this application) Complete t and 2 below. 1 Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s) and columns) is___ ft NGVD (MSL). 2 Actual (As-Bwlt) Elevation of floodproofrng protection is ft.NGVD (MSL). Flood Zone Permit Application (page 5 of 5) SECTION 7: Compliance Action (To be completed by Local Administrator): The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention INSPECTIONS DATE: BY DEFICIENCIES? ❑Yes ❑No DATE BY DEFICIENCIES? ❑Yes ❑No DATE BY DEFICIENCIES? ❑Yes L]No SECTION 8: Certificate of Compliance (To be completed by Local Administrator): Certificate of Compliance Issued- DATE. BY I lT., 1J �l GREEN g 111� �T1 Eii � \ u ��Ci� Y O� KF_ - IU It ii -i'I��y rt f tr'L ` �'1!i „r' ?�}u 3`` `�•—.��L..��/' ? I F j �T R i t I�r��� ,�..t-= � ga ^may 1 Si`al %� �' i �'Y i F it � Y 7 (- z �a9• LOC ILI- " I— '1,/:•1 1�1��_t—?i,,f 1 I ,i 1{ ��_)_y I I z -�—� i - - 1 �Y � � • � i�_j� r , j' I ��—�� " —' `�.'`� ��t�.-`'�._� .n�i°i ,�� � S(F{ ul� •`ti jam. �" �'�-`�{ ! t I11-.����" �_ }� 4� I � �� a, �,+- �� � „ � �r r) � �F , ;� I �—� � .Got��?.��� •�'�, ���.' --' ;Tf�i t• fi �� jCJ, �;�.: _L, -,_'�`�;,5 V� �--� �a n,.,,.� .{ ^�-if I - w �) �� �� � �III- � I �_ � , � ,� � � ._ _. I ! � �.�r� :���w � t!_f VICINI-r( MAP Sum NOT TO SCALE C i': `r' 0"' }SEEN € WS i 2 LK as „ 'f \;oID LL Y � t } ny UO)6uitlseAA , bnn W Ra11�A;saw, " M 3j vlu- :A _Lm E tD,I,, it rp .v pit tf{i Ylf A r g_ w o ASSOCIATED UTILITY PLANS PSE - PI Relocation Century Link - Operations in Hawley Road Project Hawley Rd Levee Improvements/Horn A - 6 January 9, 2013 Project Number 10-3010 LU 101072421 gig uj Mi It D C\j g�O, I 2 . ujQ� HM owl! A M4 I wl °8 �� 44�., IMJV 1*2 It! 'IMN 2!*-. -- .9 Mg 1 9 lu t N, G`G H y IRA; MP IN < V E gN§2 y. MI , LUB co L a P z R.12- LU v Om Oil qas m 94L I % JAM H Z :Hp F% U HIM Mg E M 42 IM 41 JIME�4 Mill8 E Z-H ilfll mu n9m, JOH !p,,; - LLJ F- M to GTw im P1 m 41 12. OR t J- Z9 JE NE A— L !^m m r-2 ji w* - I z cgs 3 H p 14 . . -E,. 1 -aE . zg t A. -i NI'" R M I 19am E z 2 2, 9 101072421 �5��., =qn €sl t E L y9 i Ell O Oo eo�€w�oa��o<8pe oae 8 Ttll g�g N�' K2, IS ip • Eo 6 U 3y W + 5 O Sn u'oo'9:yb� b� '`ai s ❑ ❑ ❑ 2 2 W :c' .• =�e t EE ❑ ❑ ❑ if 'e$@:. Cz ❑ ❑ ❑ i ❑ ❑ ❑ k ❑ ❑ ❑ w m \ w " w N a a mw'6F - - Nam; N ys new l y U �e•"'L: e � _ - _ ,—a --.gig` - i r-,.�•-__�_ a s4 it zi N qv� If / y Z a= w o—i iw�w.+...nwi a e.eu�o' i-a-w�.n'�nu.n�a.- n nn x aw rs.zm�o� +.ay.•.w.huavma.+r s-+wv\al..v.mi-z.o�awe } f Cs: i ia€ a6k —s J — — 9s mo o T If LLo� Fy e$m�= ° v mere' w - e?n F w ems` = os ng-; Z F° 10 > >O N j E H :Iz ❑ ❑ cJ N ❑ m os RP Ills, iQ aft �- N >^ 3o a a of o� I �.e...�.........w rw s.smw�,•�-w m.wW.�,so..n am a ur o-un o ac...,m�.e w�suavw�.Jr.s-+.wn:•-a•ai.ziez'a w� � O Fii m ` O - y + 2 0 co 9 zI W 0 W Z a 0 2 <0 Ws a0 Z Y 0 Z itl A rQw C ¢ ¢J Y n IM Q U W S s r wok >w a L, w a e R q a3 �, f ¢w =IT II w z Y + U c I I j I►• I j-IY ' �3o i 2miSS v1 W E ? 1 0'z0 I I I IJ�i - a y wEa C3 ra 3 in 8 N In OD N DO tl- f/)� f < o >- � t F- 1 V u S 6S ANW IN ovaf �l ZW +4,2 q+ w f a In PIT u O N O I[I O IA O gg N a IVL➢I 1TXMrL13r1FiL1L0\Vtl 13YMrJgrFAYJLOW'y13.e'\3 rN1COf-lIC2(l M' PREVAILING WAGE RATES Hawley Rd Levee Improvements/Horn A - 7 January 9, 2013 Project Number 10-3010 rayc i vl i�r a 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: 01/29/2013 ;County Trade Job Classification Wa a Holiday Overtime Note' King Asbestos Abatement Workers Journey Level $40.83 5D 1H King Boilermakers Journey Level $60.24 5N 1C j King Brick Mason Brick And Block Finisher $42.21 5A 1M King Brick Mason Journey Level $49.07 5A 1M King Brick Mason Pointer-Caulker-Cleaner $49.07 5A 1M King Budding Service Employees Janitor $19.98 5S 2F King Building Service Employees Traveling Waxer/shampooer $20 39 5S 2F King Building Service Employees Window Cleaner (Scaffold) $24.52 5S 2F IKing Budding Service Employees Window Cleaner(non-scaffold) $23.66 5S 2F King Cabinet Makers (In Shops Journey Level $22.74 1 King Carpenters Acoustical Worker $49.57 5D 1M King Carpenters Bridge, Dock And Wharf $49.57 5D 1M Carpenters King Carpenters Carpenter $49.57 5D 1M ;King Carpenters Carpenters on Stationary Tools $49.70 5D 1M 'King Carpenters Creosoted Material $49.67 5D 1M King Carpenters Floor Finisher $49.571 5D 1M King Carpenters Floor Layer $49 57 5D 1M King Carpenters Scaffold Erector $49.57 5D 1M King Cement Masons Journey Level $50.13 7A 1M King Divers Et Tenders Diver $100.28 5D 1M 8A King Divers Et Tenders Diver On Standby $56.68 5D 1M King Divers Et Tenders Diver Tender $52.23 5D 1M King Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M King Divers Et Tenders Surface Rcv Et Rov Operator $48.67 5A 1B Tender King Dredge Workers Assistant Engineer $49.57 5D 1T 8L King lqredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L ruyc 4 v� iv King Dredge Workers Engineer Welder $49.621 5D 1T 8L King Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L King Dredge Workers Maintenance $49.06 5D 1T 8L King Dredge Workers Mates And Boatmen $49.57 5D 1T 8L King Dredge Workers Oiler $49.19 5D 1T 8L King Drywall Applicator Journey Level $49.74 5D 1 H King Drywall Tapers Journey Level $49.79 5P 1E King Electrical Fixture Maintenance Journey Level $25.08 5L 1E Workers King Electricians - Inside Cable Splicer $62.74 7C 2W King Electricians - Inside Cable Splicer (tunnel) $67.45 7C 2W ' King Electricians - Inside Certified Welder $60.61 7C 2W King Electricians - Inside Certified Welder (tunnel) $65.10 7C 2W i King Electricians - Inside Construction Stock Person $33.69 7C 2W King Electricians - Inside Journey Level $58.47 7C 2W King Electricians - Inside Journey Level (tunnel) $62.74 7C 2W King Electricians Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14691 1 King Electricians - Powerhne Cable Splicer $64 95 5A 4A Construction King Electricians - Powerhne Certified Line Welder $59.37 5A 4A Construction King Electricians - Powerline Groundperson $42.16 5A 4A Construction King Electricians - Powerline Head Groundperson $44.50 5A 4A Construction l King Electricians - Powerline Heavy Line Equipment $59.37 5A 4A Construction Operator King Electricians - Powerline Jackhammer Operator $44.50 5A 4A Construction King Electricians - Powerline Journey Level Lineperson $59.37 5A 4A s Construction =King Electricians - Powerline Line Equipment Operator $49.95 5A 4A Construction King Electricians - Powerline Pole Sprayer $59.37 5A 4A Construction t King Electricians - Powerline Powderperson $44.50 5A 4A Construction King Electronic Technicians Journey Level $31 00 1 King Elevator Constructors Mechanic $75.24 7D 4A King Elevator Constructors Mechanic In Charge $82.00 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $14.15 5B 2K I Products Work Only King Fence Erectors Fence Erector $15.18 1 King Fla ers Journey Level $34.61 7A 2Y I King Glaziers Journey Level $52.76 7L 1 Y King Heat Et Frost Insulators And Journeyman $56.93 5J 1S r uyc .� vl iv Asbestos Workers King Heating Equipment Mechanics Journey Level $68.52 7F 1E King Hod Carriers Et Mason Tenders Journey Level $42.11 7A 2Y King Industrial Engine And Machine Journey Level $15.65 1 Mechanics King Industrial Power Vacuum Journey Level $9.24 1 Cleaner King Inland Boatmen Boat Operator $52.32 5B 1 K King Inland Boatmen Cook $48.89 5B 1 K King Inland Boatmen Deckhand $48.96 5B 1K King Inland Boatmen Deckhand Engineer $49.95 5B 1K King Inland Boatmen Launch Operator $51.16 5B 1K King Inland Boatmen Mate $51.16 5B 1K King inspection/Cleaning/Seating Of Cleaner Operator, Foamer $31.49 1 Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control King InspectionlCleamnglSeating Of Head Operator $24.91 1 Sewer E Water Systems By Remote Control King Inspection/Cleaning/Seating Of Technician $19.33 1 Sewer Et Water Systems By j Remote Control King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $49.57 5D 1M King Ironworkers Journeyman $59.02 7N 10 King Laborers Air, Gas Or Electric Vibrating $40.83 7A 2Y Screed King Laborers Airtrac Drill Operator V40. 7A 2Y King Laborers Ballast Regular Machine 7A 2Y King Laborers Batch Weighman 7A 2Y King Laborers Brick Pavers 7A 2Y King Laborers Brush Cutter 7A 2Y King Laborers Brush Hog Feeder 7A 2Y King Laborers Burner 7A 2Y King Laborers Caisson Worker 7A 2Y King Laborers Carpenter Tender 7A 2Y King Laborers Caulker $40.83 7A 2Y 'King Laborers Cement Dumper-paving $41.59 7A 2Y King Laborers Cement Finisher Tender $40.83 7A 2Y King Laborers Change House Or Dry Shack $40.83 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $40.83 7A 2Y King Laborers Chipping Gun(30 Lbs. And $41.59 7A 2Y ( IAI ruyc T vl iv r Over) 'King Laborers Choker Setter $40.83 7A 2Y ; King Laborers Chuck Tender $40.83 7A 2Y King Laborers Clary Power Spreader $41.59 7A 2Y I King Laborers Clean-up Laborer $40.83 7A 2Y King Laborers Concrete Dumper/chute $41.59 7A 2Y Operator King Laborers Concrete Form Stripper $40 83 7A 2Y King Laborers Concrete Placement Crew $41 59 7A 2Y King Laborers Concrete Saw Operator/core $41.59 7A 2Y Driller King Laborers Crusher Feeder $34.61 7A 2Y King Laborers Curing Laborer $40.83 7A 2Y King Laborers Demolition: Wrecking Et Moving $40.83 7A 2Y (incl. Charred Material) King Laborers Ditch Digger $40.83 7A 2Y King Laborers Diver $42.111 7A 2Y King Laborers Drill Operator $41.59 7A 2Y (hydraulic,diamond) King Laborers Dry Stack Walls $40.83 7A 2Y l King Laborers Dump Person $40.83 7A 2Y King Laborers Epoxy Technician $40 83 7A 2Y { King Laborers Erosion Control Worker $40.83 7A 2Y l King Laborers Faller 8 Bucker Chain Saw $41 59 7A 2Y King Laborers Fine Graders $40.83 7A 2Y King Laborers Firewatch $34.61 7A 2Y King Laborers Form Setter $40.83 7A 2Y King Laborers Gabian Basket Builders $40.83 7A 2Y King Laborers General Laborer $40.83 7A 2Y King Laborers Grade Checker It Transit $42.11 7A 2Y Person King Laborers Grinders $40.83 7A 2Y King Laborers Grout Machine Tender $40.831 7A 2Y King Laborers Groutmen (pressure)including $41 59 7A 2Y Post Tension Beams 'King Laborers Guardrail Erector $40.83 7A 2Y — r King Laborers Hazardous Waste Worker (Level $42.11 7A 2Y A) King Laborers Hazardous Waste Worker (Level $41.59 7A 2Y B) King Laborers Hazardous Waste Worker (level $40.83 7A 2Y C) King Laborers High Scaler $42.11 7A 2Y King Laborers Jackhammer $41.59 7A 2Y King Laborers Laserbeam Operator $41.59 7A 2Y ° King Laborers Maintenance Person $40.83 7A 2Y s` r Gyc J VI 1V King Laborers Manhole Builder-mudman $41.59 7A 2Y King Laborers Material Yard Person $40.83 7A 2Y King Laborers Motorman-dinky Locomotive $41.59 7A 2Y King Laborers Nozzleman (concrete Pump, $41.59 7A 2Y Green Cutter When Using Combination Of High Pressure Air 8 Water On Concrete Et Rock, Sandblast, Gunrte, Shotcrete, Water Bla King Laborers Pavement Breaker $41.59 7A 2Y King Laborers Pilot Car $34.61 7A 2Y King Laborers Pipe Layer Lead $42.11 7A 2Y King Laborers Pipe Layer/tailor $41.59 7A 2Y King Laborers Pipe Pot Tender $41.59 7A 2Y King Laborers Pipe Reliner $41.59 7A 2Y King Laborers Pipe Wrapper $41.59 7A 2Y King Laborers Pot Tender $40.83 7A 2Y King Laborers Powderman $42.11 7A 2Y King Laborers Powderman's Helper $40.83 7A 2Y King Laborers Power Jacks $41.59 7A 2Y King Laborers Railroad Spike Puller - Power $41.59 7A 2Y King Laborers Raker - Asphalt $42.11 7A 2Y King Laborers Re-timberman $42.11 7A 2Y King Laborers Remote Equipment Operator $41.59 7A 2Y King Laborers Rigger/signal Person $41.59 7A 2Y King Laborers Rip Rap Person $40.83 7A 2Y King Laborers Rivet Buster $41.59 7A 2Y King Laborers Rodder $41.59 7A 2Y King Laborers Scaffold Erector $40 83 7A 2Y King Laborers Scale Person $40.83 7A 2Y King Laborers Sloper (over 20") $41.59 7A 2Y King Laborers Sloper Sprayer $40.83 7A 2Y King Laborers Spreader (concrete) $41.59 7A 2Y King Laborers Stake Hopper $40.83 7A 2Y King Laborers Stock Piler $40.83 7A 2Y King Laborers Tamper 8 Similar Electric, Air $41.59 7A 2Y Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $41.59 7A 2Y propelled) 'King Laborers Timber Person - Sewer (lagger, $41.59 7A 2Y Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $40.83 7A 2Y King Laborers Topper $40.83 7A 2Y King Laborers Track Laborer $40.83 7A 2Y King Laborers Track Liner (power) $41.59 7A 2Y King Laborers ITraffic Control Laborer $37.01 7A 2Y 8R fir- ruyc v VI lv King Laborers Traffic Control Supervisor $37.01 7A 2Y 8R King Laborers Truck Spotter $40.83 7A 2Y King Laborers Tugger Operator $41.59 7A 2Y King Laborers Tunnel Work-Compressed Air $55.89 7A 2Y 8D Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $60.92 7A 2Y 8D Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $64.60 7A 2Y Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $70.30 7A 2Y 8g Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $72.42 7A 2Y 8D Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $77.52 7A 2Y 8D Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $79.42 7A 2Y 8D = Worker 68 01-70.00 psi King Laborers Tunnel Work-Compressed Air $81 42 7A 1H 8D Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $83.42 7A 1H 8Q Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $42.21 7A 2Y 8D Tender King Laborers Tunnel Work-Miner $42.21 7A 2Y 8D King Laborers Vibrator $41.591 7A 2Y King Laborers Vinyl Seamer $40.83 7A 2Y King Laborers Watchman $31.46 7A 2Y King Laborers Welder $41.59 7A 2Y King Laborers Well Point Laborer $41.59 7A 2Y King Laborers Window Washer/cleaner $31 46 7A 2Y i King Laborers - Underground Sewer General Laborer Et Topman $40.83 7A 2Y Et Water i g King Laborers - Underground Sewer Pipe Layer $41.59 7A 2Y Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers 'King Landscape Construction Landscape Equipment $28 17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $49.74 5D 1H King Marble Setters Journey Level $49.07 5A 1M King Metal Fabrication (In Shop) Fitter $15.861 1 King Metal Fabrication (In Shop) Laborer $9.781 1 King Metal Fabrication (In Shop} Machine Operator $13.04 1 King Metal Fabrication (In S� Painter $11.10 1 King Metal Fabrication (In Shy) Welder $15.48 1 King Millwright Journey Level $50.67 5D 1M L a_a - //L 1 -/1 I 1 I _ / .\�I 1 1 .. � /fl /•1 I\y '1 ruyc / VI iv King Modular Buildings Cabinet Assembly $11.561 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11 56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 King Modular Buildings Tool Maintenance r$48.23 1 King Modular Buildings Utility Person 1 King Modular Buildings Welder 1 King Painters Journey Level 6Z 2B King Pile Driver Journey Level 5D 1M King Plasterers Journey Level 7G 1 R King Playground Et Park Equipment Journey Level $9.19 1 Installers King Plumbers Et Pipefitters Journey Level $70.84 6Z 1G King Power Equipment Operators Asphalt Plant Operators $51.89 7A 3C 8P King Power Equipment Operators Assistant Engineer $48.62 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $51 401 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $51 40 7A 3C 8P Concrete King Power Equipment Operators Bobcat $48.62 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $48.62 7A 3C 8P Equipment 1 King Power Equipment Operators Brooms $48 621 7A 3C 8P King Power Equipment Operators Bump Cutter $51.40 7A 3C 8P King Power Equipment Operators Cableways $51.89 7A 3C 8P King Power Equipment Operators Chipper $51 40 7A 3C 8P King Power Equipment Operators Compressor $48.62 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $51.89 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $48.62 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $50.98 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $51.40 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $50.98 7A 3C 8P King Power Equipment Operators Cranes. 20 Tons Through 44 $51.40 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons King Power Equipment Operators Cranes. 100 Tons Through 199 $52.44 7A 3C 8P Tons, Or 150' Of Boom (including Jib With i ruyc v vl iv King Power Equipment Operators Cranes: 100 Tons Through 199 $52.44 7A 3C 8P Tons, or 150' of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $51.89 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $48.62 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $53.01 7A 3C 8P Through199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $53.57 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $53.57 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $50.98 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $51.40 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $51.40 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $51.89 7A 3C 8P I King Power Equipment Operators Dozer Quad 9, HD 41, D10 and $51.89 7A 3C 8P Over King Power Equipment Operators Dozers D-9 Et Under $50.98 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $51.40 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $48.62 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $51.40 7A 3C 8P Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $50.98 7A 3C 8P With Attachments King Power Eauipment Operators Forklifts: Under 3000 Lbs. With $48.62 7A 3C 8P Attachments iKing Power Equipment Operators Grade Engineer: Using Blue $51.40 7A 3C 8P Prints, Cut Sheets, Etc King Power Eauipment Operators Gradechecker/stakeman $48.62 7A 3C 8P King Power Equipment Operators Guardrail Punch $51.40 7A 3C 8P King Power Equipment Operators Guardrail Punch/Auger $51.40 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $51.89 7A ki 8P Articulating Off- Road r ayc � v iv Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $51.40 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $50 98 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $51.40 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $50.98 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $48.62 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. It $52.44 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $51.89 7A 3C 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $51.40 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $51.40 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $50.98 7A 3C 8P King Power Equipment Operators Locomotives, All $51.40 7A 3C 8P King Power Equipment Operators Material Transfer Device $51.40 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $52.44 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power Equipment Operators Mixers: Asphalt Plant $51 40 7A 3C 8P King Power Equipment Operators Motor Patrol Grader - Non- $50.98 7A 3C 8P finishing King Power Equipment Operators Motor Patrol Graders, Finishing $51.89 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $51.89 7A 3C 8P Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $48.62 7A 3C 8P Distribution B Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $50.98 7A 3C 8P Manlifts), Air Tuggers,strato :King Power Equipment Operators Overhead, Bridge Type Crane: $51.40 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $52.44 7A 3C 8P Tons And Over 'King Power Equipment Operators Overhead, Bridge Type: 45 $51.89 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $48.62 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $51.40 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P King Power E ui merit Operators Posthole Digger, Mechanical $48 62 7A 3C 8P King Power Equipment Operators Power Plant $48.62 7A 3C 8P King Power Equipment Operators Pumps - Water $48.62 7A 3C 8P r ayc 1 V vl iv King Power Equipment Operators Quad 9, Hd 41, D10 And Over $51.891 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $48.62 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $51.89 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $48.62 7A 3C 813 King Power Equipment Operators Rollagon $51.89 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $51.40 7A 3C 8P King Power Equipment Operators Saws - Concrete $50.98 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $51.40 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $50.98 7A 3C 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $51.89 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $50.98 7A 3C 81P King Power Equipment Operators Shotcrete/gumte Equipment $48.62 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A 3C 8P Tractors Under 15 Metric Tons. iKing Power Equipment Operators Shovel, Excavator, Backhoe: $51.89 7A 3C 8P Over 30 Metric Tons To 50 i Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Tractors- 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $52.44 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $51.89 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $51.89 7A 3C 813 Screedman King Power Equipment Operators Subgrader Trimmer $51.40 7A 3C 81P King Power Equipment Operators Tower Bucket Elevators $50.98 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in $53.01 7A 3C 8P Height, Base To Boom ;King Power Equipment Operators Tower Crane Up To 175' In $52.44 7A 3C 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $51.89 7A 3C 813 Truck Type King Power Equipment Operators Trenching Machines $50.98 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $51 40 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $50.98 7A 3C 8P 100 Tons — I_ A aF_ __1� �1- r ayc i i vi iv King Power Equipment Operators Truck Mount Portable Conveyor $51 40 7A 3C 8P King Power Equipment Operators Welder $51.89 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type $48.62 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $51.40 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $48 62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $51 40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $51.40 7A 3C 8P Underground Sewer & Water Concrete King Power Equipment Operators- Bobcat $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $48.62 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $48.62 7A 3C 8P Underground Sewer Et Water ,King Power Equipment Operators- Bump Cutter $51 40 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Cableways $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $51.89 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $48.62 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $50.98 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $51.40 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Underground Sewer Et Water Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons King Power Equipment Operators- Cranes: 100 Tons Through 199 $52.44 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (including Jib With King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P Underground Sewer Et Water Or 250' Of Boom (including Jib rayc is vl ice/ ( With Attachments) King Power Equipment Operators- Cranes 45 Tons Through 99 $51.89 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $48.62 7A 3C 8P Underground Sewer Et Water Under 'King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 7A 3C 8P Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $53.57 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Cranes: Over 300 Tons Or 309 $53.57 7A 3C 8P Underground Sewer Et Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $50.98 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $51 40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $51 40 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $51.89 7A 3C 8P r Underground Sewer Et Water €King Power Equipment Operators- Dozer Quad 9, HD 41, Di0 and $51.89 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Dozers D-9 Et Under $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $48.62 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $51.40 7A 3C 8P Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $50.98 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $48.62 7A 3C 8P Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $51.40 7A 3C 8P Underground Sewer Et Water Pnnts, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch/Auger $51.40 7A 3C 8P Underground Sewer Et Water i King Power Equipment Operators- Hard Tail End Dump $51.89 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over i 1^ 1/ ^4 r uyc i,./ vl iv King Power Equipment Operators- Hard Tail End Dump $51.40 7A 3C 8P Underground Sewer ft Water Articulating Off road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $50.98 7A 3C 8P Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $51.40 7A 3C 8P Underground Sewer E Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $50.98 7A 3C 2P Underground Sewer E Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $48 62 7A 3C 8F71 Underground Sewer E Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. 8: $52.44 7A 3C 8P ` Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $51.89 7A 3C 8P Underground Sewer E Water Not Including 8 Yards King Power E ui went Operators- Loaders, Overhead Under 6 $51.40 7A 3C 8P Underground Sewer E Water Yards ; King Power Equipment Operators- Loaders, Plant Feed $51.40 7A 3C 8P I Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $50.98 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Locomotives, Alt $51.40 7A 3C 8P ? Underground Sewer E Water King Power Equipment Operators- Material Transfer Device $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $52.44 7A 3C 8P Underground Sewer E Water $0.50 Per Hour Over Mechanic) 'King Power Equipment Operators- Mixers: Asphalt Plant $51 40 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Motor Patrol Grader - Non- $50.98 7A 3C 8P Underground Sewer E Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $51.89 7A 3C BP Underground Sewer E Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $48.62 7A 3C 8P Underground Sewer E Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $50.98 7A 3C 813 Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane $51.40 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power E ui ment Operators- Overhead, Bridge Type: 100 $52.44 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $51.89 7A 3C 8P Underground Sewer E Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $48.62 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Pile Driver (other Than Crane $51.40 7A 3C 8P r uyc i� vl i� Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $48.62 7A 3C 8P _ Underground Sewer Et Water King Power Equipment Operators- Power Plant $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $48.62 7A 3C 8P Underground Sewer It Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $51.89 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rollagon $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P Underground Sewer Et Water MaterialsI j King Power Equipment Operators- Roto-mill, Roto-grinder $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $51.40 7A 3C 8P Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $51.89 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $50.98 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $51.89 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons 'King Power Equipment Operators- Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Underground Sewer Et Water Tractors, 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $52.44 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $53.01 7A 3C 8P ruyc i✓ vl iv Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $51.89 7A 3C 8P Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $51.40 7A 3C 8P Underground Sewer Et Water C King Power Equipment Operators- Tower Bucket Elevators $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in $53.01 7A 3C 8P Underground Sewer Et Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $52.44 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $51 89 7A 3C 8P Underground Sewer Et Water Truck Type King Power Equipment Opeiators- Trenching Machines $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $51.40 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under $50.98 7A 3C 8P Underground Sewer Et Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Welder $51.89 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Wheel Tractors, Farman Type $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $51.40 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $42.91 5A 4A Trimmers King Power Line Clearance Tree Spray Person $40.73 5A 4A ' Trimmers King Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $38 38 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $28.95 5A 4A Trimmers King Refrigeration Et Air Journey Level $69.96 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $49.07 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $38.08 5D 1M King Residential Drywall Tapers Journey Level $49.79 5P 1E King Residential Electricians JOURNEY LEVEL $30.44 1 King Residential Glaziers Journey Level $34.60 7L 1 H King Residential Insulation Journey Level $26.28 1 rayc iV VI lv . Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24 46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Journey Level $69.96 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $41.30 7F 1 R Workers { King Residential Soft Floor Lavers Journey Level $41 78 5A 3D King Residential Sprinkler Fitters Journey Level $41.31 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $49.07 5A 1M King Residential Terrazzo Workers Journey Level $45.43 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $43.901 5A 1R King Roofers Using Irritable Bituminous $46.90 5A 1R Materials King Sheet Metal Workers Journey Level (Field or Shop) $68.52 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $35.83 7M 1H King Shipbuilding Et Ship Repair Carpenter $38.24 70 3B King Shipbuilding Et Ship Repair Electrician $37.85 70 313 King Shipbuilding Et Ship Repair Heat 8 Frost Insulator $56 93 5J 15 King Shipbuilding Et Ship Repair Laborer $36.81 70 313 King Shipbuilding Et Ship Repair Machinist $37.81 70 313 ;King Shipbuilding Et Ship Repair Operator $40.20 70 313 ;King Shipbuilding Et Ship Repair Painter $37.81 70 313 ;King Shipbuilding Et Ship Repair Pipefitter $37.79 70 3B King Shipbuilding & Ship Repair Rigger $37 78 70 313 E King Shipbuilding Et Ship Repair Sandblaster $36.81 70 3B King Shipbuilding Et Ship Repair Sheet Metal $37.77 70 3B King Shipbuilding 8 Ship Repair Shipfitter $37 78 70 36 King Shipbuilding & Ship Repair Trucker $37.63 70 36 King Shipbuilding 8t Ship Repair Warehouse $37 68 70 3B -King Shipbuilding Et Ship Repair Welder/Burner $37.78 70 36 King Sign Makers Et Installers Sign Installer $22.92 1 (Electrical) King Sign Makers Et Installers Sign Maker $21 36 1 (Electrical) King Sign Makers £t Installers (Non- Sign Installer $27.28 1 Electrical} King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Etectncall rayc i/ VI iv King Soft Floor Lavers Journey Level $41.78 5A 3D King Solar Controls For Windows Journey Level $12 44 1 King Sprinkler Fitters IFire Journey Level $69.44 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $49.071 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $50.98 7A 3C 8P Surveyor King Surveyors Chainman $50.46 7A 3C 8P King Surveyors Construction Site Surveyor $51.891 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $35.09 5A 2B Outside King Telephone Line Construction Hole Digger/Ground Person $19.22 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $33.63 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $35.09 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $34 37 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $35.09 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $32.62 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $32.62 5A 2B Outside i King Telephone Line Construction - Television Groundperson $18.65 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $24.66 5A 2B Outside King Telephone Line Construction - Television System Technician $29.42 5A 2B Outside j King Telephone Line Construction - Television Technician $26.43 5A 2B i Outside King Telephone Line Construction Tree Trimmer $32.95 5A 2B Outside King Terrazzo Workers Journey Level $45.43 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble it Terrazzo Finisher $37.76 5A 1B Finishers King Traffic Control Stripers Journey Level $41.27 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $47.91 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5D 3A 8L I L.LL-_�. //L i �. - /1 / �. 1 _1. --� / -III 1 1 .� • /A /'1/11 "Y ruyc lam/ vl iv WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $47.91 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $47.07 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $47.91 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.231 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers ;King Well Drillers It Irrigation Pump Well Driller $18.00 1 Installers I-.- .1A/ _1 Benefit Code Key-Effective 08-31-2012 thru 03-02-2013 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fi mge benefits actually provided for the worker 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C. The first two (2) hours after eight (8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage D. The first two (2) hours before or after a five - eight (8) hour workweek day or a four - ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage F The first two (2)hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten (10)hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage I All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage J. The first two (2)hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage N All hours worked on Saturdays(except makeup days) shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2)hours after eight (8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage All hours worked on Labor Day shall be paid at three times the hourly rate of wage T. Work performed in excess of eight(8)hours of straight time per day, or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours (12) in a single shift and all work performed after 6 00 pm Saturday to 6 00 am Monday and holidays shall be paid at double the straight time rate of pay The employer shall have the sole discretion to assign overtime work to employees Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays (exc,ept Labor Day) shall be paid at two times the hourly rate of wage All hours worked on Labor Day shal I be paid at three tunes the hourly rate of wage V All hours worked on Sundays and holidays(except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage W All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at double the hourly rate of wage X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half tunes the hourly rate of wage All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage Y. All hours worked outside the hours of 5 00 am and 5.00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight(8) hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage I. Z All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage — 2 — Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 2. C All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at two times the hourly rate of wage F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay All hours worked in excess of eight(8)hours on holidays shalt be paid at double the hourly rate of wage G. All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay H. All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage K. All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage U All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage W. The first two (2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage On a four-day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage The first eight(8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage Y. All hours worked on Saturdays (except for make-up days) shall be paid at one and one-half times the hourly rate of wage All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate Hours worked over twelve hours (12) in a single shift and all work performed after 6 00 pm Saturday to 6 00 am Monday and holidays shall be paid at double the straight time rate of pay Any shift starting between the hours of 6 00 pm and midnight shall receive an additional one dollar($1 00)per hour for all hours worked that shift The employer shall have the sole discretion to assign overtime work to employees Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more B. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C Work performed in excess of eight(8) hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage All work performed after 6 00 pm Saturday to 5 00 am Monday and Holidays shall be paid at double the hourly rate of wage After an employee has worked eight(8) hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more —3 — Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 3. D. All hours worked between 6 00 pm Monday through 6 00 am Saturday,shall be paid at an overtime rate of 15%over the hourly rate of wage All other hours worked after 6 00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage Each week,once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage B. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid atone and one-half tunes the hourly rate of wage All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage HolidaV Codes 5. A Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B Holidays. New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8) C Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8) D. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day (8) H Holidays New Year's Day,Memorial Day,Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6) 1. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) J Holidays New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas,And Christmas Day(9) L. Holidays New Year's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day.And Christmas Day(8) N. Holidays. New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9) P. Holidays New Year's Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9) If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday R. Paid Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day (7 1/2) —4— Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 5. S. Paid Holidays. New Year's Day,Presidents' Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7) T. Paid Holidays New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9) Z. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(8) Holidav Codes Continued 6 A. Paid Holidays. New Year's Day, Presidents' Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(8) E Paid Holidays New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day Afer Thanksgiving Day, Christmas Day, And A Half-Day On Christmas Eve Day (9 1/2) G. Paid Holidays. New Year's Day, Martin Luther King Jr Day, Presidents' Day,Memorial Day, Independence Day,Labor Day, Veterans'Day, Thanksgiving Day,The Friday After Thanksgiving Day, Christmas Day, And Christmas Eve Day(11) H. Paid Holidays New Year's Day,New Year's Eve Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10) I. Paid Holidays New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7) Q. Paid Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, The Day After Thanksgiving Day And Christmas Day(8). Unpaid Holiday_ Presidents' Day T. Paid Holidays- New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day, And Christmas Day(9) Z. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7) If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday If a holiday falls on Sunday, the following Monday shall be considered as the holiday Holiday Codes Continued 7 A. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8) Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day B. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays New Year's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. �5 — Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 7. D. Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8) Unpaid Holidays President's Day Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday E. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day. Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday F. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday G. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays New Year's Day, Martin Luther King Jr Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(9) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday 1. Holidays New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday J. Holidays. New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday K Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Fnday and Saturday after Thanksgiving Day, And Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday L Holidays. New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday M. Paid Holidays New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day 10) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday N. Holidays: New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday O. Paid Holidays New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Chnstmas Day, And The Employees Birthday 11) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday P. Holidays New Year's Day, Memonal Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday —6— Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 7. Q. Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day R. Paid Holidays New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10) If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday If any of the listed holidays falls on a Sunday, the day observed by the Nation shalt be considered a holiday and compensated accordingly Note Codes 8. A. In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more Over 50' To 100'-$2 00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$3 00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-S4 00 per Foot for Each Foot Over 150 Feet Over 220' -$5 00 per Foot for Each Foot Over 220 Feet C In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more Over 50' To 100'-$1 00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1 50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2 00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1 00 per hour L. Workers on hazmat projects receive additional hourly premiums as follows - Level A $0 75, Level B $0 50, And Level C SO 25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B $1 00, Levels C & D $0 50 N. Workers on hazmat projects receive additional hourly premiums as follows - Level A. $1.00, Level B $0 75, Level C $0 50,And Level D $0 25 P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit.S2.00,Class B Suit:S1.50, Class C Suit $1 00,And Class D Suit$0 50 Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in detennimng the scale paid R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations Flaggers and Spotters shall be posted where shown on approved Traffic, Control flans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho These classifications are only effective on or after August 31,2012 S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho This classification is only effective on or after August 31,2012 —7— Benefit Code Key—Effective 08-31-2012 thru 03-03-2013 8. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations Flaggers and Spotters shall be posted where shown on approved Traffic, Control Plans or where directed by the Engineer All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon, Montana,or Idaho This classification is only effective on or after August 31,2012 —8— /I ;> REQUEST FOR MAYOR'S SIGNATURE �� KENT Please Fill in All Applicable Boxes c,4 Reviewed by Director Originator's Name: Nick Horn Dept/Div Engineering/Design Extension: 5529 Date Sent: a i3b Date Required: Q1,9113 Return to: Nancy Yoshitake CONTRACT TERMINATION DATE: 60 working days VENDOR: SCI Infrastructure, LLC DATE OF COUNCIL APPROVAL: 2/5/13 ATTACH THE COUNCIL MOTION SHEET FOR THE MAYOR - if applicable Brief Explanation of Document: The attached construction agreement is with SCI Infrastructure for the Hawley Road Levee Improvements Project. The project consists of constructing approximately 835 linear feet of levee including raising the existing Hawley Road, adjusting existing utilities, detention pond excavation and other miscellaneous work. For additional information, see the attached Council motion sheet. All Contracts Must Be Routed Through The Law Department (This area to be completed by the Law Department) Received: (a �i H Approval of Law Dept.: FEB 13 z3 i Law Dept. Comments: Ala RE(\A Date Forwarded to Mayor: �j� FEB13 "J the hAaYor Shaded Areas To Be Completed By Adminis ta jf�fC(� `j Received: { ►ECEI • ED Recommendations and Comments: FEB 2 1 It t' h l -0"i Disposition: Date Returned: KENT Agenda Item: Bids - 9A TO: City Council DATE: February 5, 2013 SUBJECT: Hawley Road Levee Improvements - Award MOTION: Move to award the Hawley Road Levee Improvements Project to SCI Infrastructure, LLC, in the amount of $541,925.36 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project consists of constructing approximately 835 linear feet of levee including raising the existing Hawley Road, adjusting existing utilities, detention pond excavation and other miscellaneous work related to reconstruction and certification of the Hawley Road Levee, The Engineer's estimate was $716,932.64. A total of 14 bids were received The Public Works Department recommends awarding the contract to SCI Infrastructure, LLC. EXHIBITS: Memorandum dated 01/29/2013 RECOMMENDED BY: Public Works Director BUDGET IMPACT: The project will be funded through a combination of a state grants, and City drainage funds. The state grant will reimburse the City roughly $900,000 for the costs of the Conditional Letter of Map Revision incurred after July 1, 2011, and all design and construction costs for the same time period through June 30, 2013.