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Da Neal Construction, Inc ~ CP13006
City of Tigard TigardCONTRACT CHANGE ORDER ##2/ Tdigars Hall Blvd 'F ,Oregon 97223 ' Phone - (503) 639-4171� AMENDMENT SUMMARY FORM Fax- (503) 684-7297 «Xc th2ard-ono v Project Title: 92003 East Butte Heritage Park Project Manager: Mike McCarthy Contractor: DaNeal Construction -Original Contract#: 92003 Effective Dates: Chane Order/Amendment Amount: $ 3,809 Accounting Strin :420-8000-56005; 92003-421-140 1 Amendment Percentage Running Total: 5% .AMENDMENT DETAILS Adjust Storm Filter raise lid to match new level of roadway) Replace broken curb and gutter not broken by contractor) Change floor-mounted toilets to wall-mounted Construct pedestrian gate in Tigard House fence for easier access to restrooms CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Adjust Storm Filter LS 1 $2,297 $2,297 Replace broken curb and gutter LS 1 $765 $765 Chane floor-mounted toilets to wall-mounted LS 1 $501 $501 Construct pedestrian gate LS 1 $246 $246 Total $3,809 REASONING FOR CHANGE ORDER/AMENDMENT The current configuration of the stormfilter catch basin leaves an unacceptable bump in the roadway, and needs to be adjusted by welding on a riser frame to bring it up to roadway level. The curb and gutter was broken by others and needs to be fixed. This contractor is on site and can accomplish the work most efficiently. The toilet mounting change is being made for maintenance reasons The pedestrian gate was requested by the Tigard Historical Society after construction had begun. REQUEST T AGER APPROVINr,.CITY STAFF s ature Signature Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply to Signature all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY bud et. Date CITY OF TIGARD CHANGE ORDER NO. a Project No.: CIP 2013-92003-1 u pG i 300,42 PContr.a,c.tor;Name &Address: Work Location: East Butte Heritage Park neonstruction, Inc. 36296 NE Wilsonville Rd Newberg, OR 97132 Contractor and the City of Tigard agree on the revisions described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit Pricing in the original contract shall apply. Description of the Work (include specification if non standard items): 1. Adjust Storm Filter: Work requires removing & replacing concrete edge, cutting steel top,welding on a new frame & replacing the protective coating. 2. Replace broken curb & gutter where the City Water crew installed the water& irrigation services under the curb, which removed the curb's support. The curb was subsequently broken by paving equipment on the PMP contract. 3. Change floor mounted toilets to wall mounted. Upgrade the drinking fountain & door hardware. 4. Construct a pedestrian gate in the Tigard House fence to facilitate staff&visitors use of Park restrooms. Description of Additional Work Unit Quantity Unit$ Total$ Previous contract amount $364,492.26 Additional Work: 1. Adjust Storm Filter $2,297.00 2. Replace broken curb & gutter $765.00 3. Restroom fixture modifications $501.00 4. Gate for Tigard House $246.00 Total amount of this change order $3,809.00 New Contract Amount $368,301.00 CTrY OF TIGARD CONTRACTOR Signature: t Signare ) 1D1 r 1Zr► Name: Michael D. McCarthy Name: Title: Project Engineer Title: Se Daterto 013 Date: A roved? (^ __ ..,...e ;j �� Date f '` /C. ✓ r pp `_ / 3 Page 1 of 1 City of Tigard 13125 SW 11,11 BIN-d. CONTRACT CHANGE ORDER #3/ Tigard,Oregon 97223 AMENDMENT SUMMARY FORM Phone-(503)639-4171 Fax- (503) 684-7297 www.ti and-or. v Project Title: East Butte Heritage Park Improvements Project Manager: Mike McCarthy Contractor: DaNeal Construction Orifinal Contract#: CP13006 Effective Dates:April 11, 2013 Change Order/Amendment Amount: $0.00 Accounting String: 420-8000-56005; 92003-140 Amendment Percentage Running Total: 1% AMENDMENT DETAILS This is a bookkeeping change order to adjust final quantities to match the amount of work performed. CHANGE ORDER DETAILS UNIT QUANTITY UNIT$ TOTAL$ Ori . al Contract Amount $350,806.26 Chane Order#1 $13,586.00 Change Order#2 $3,809.00 TOTAL $368,201.26 Change Order#3 Final Quantities Summary (12,580.88) Final Contract Amount $355,620.38 REASONING FOR CHANGE ORDER/AIIIENDMENT - - See above Amendment Details statement 4EQUESTIWPMECT MANAGER APPROVING CITY STAFF oz ialt� i attire Sature �4 Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply to Signature all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed the project's FY budget. Date 1 of 3 \, �v CITY OF TIGARD,OREGON AMENDMENT TO CONTRACT EAST BUTTE HERITAGE PARK IMPROVEMENTS CONTRACT#CP13006 CHANGE ORDER#3 The Agreement between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called City, and Da Neal Construction, Inc.., hereinafter referred to as Contractor, entered into on the 11th day of April, 2013,is hereby amended as follows: 8. Compensation A. Progress Payments: City agrees to pay Contractor Three Hundred Fifty-Five Thousand Six Hundred Twenty and 38/100 Dollars ($355.620.38) CO1, CO2 and. CO3 for performance of those services provided hereunder,which payment shall be based upon the following applicable terms: IN WITNESS WHEREOF, City has caused this Amendment to be executed by its duly authorized undersigned officer and Contractor has executed this Amendment upon signature and date listed below. CITY �Oj�F/jTIGARD DAN L CONST�4j RUCTIO N, �.__../A 4(� Y //r Signature signature Printed Name / Printed Name /V-./Ll Date Date 2of3 CITY OF TIGARD East Butte Heritage Park QUANTITY RECONCILLIATION, Change Order#3 Est. Esinnated Actual Actual Item Description Quant. Unit Unit Price Cost Quantity Cost 1 Mobilization,Bond,insurance I LS 23,170.00 23,170.00 1 3,170.00 2 Traffic Control 1.0 LS $3,000.00 $3,000.00 1 $3,000.00 3 Erosion&Sediment Control 1.0 LS $2,500.00 $2,500.00 1 $2,500.00 4 Tree Protection Fencing 1700 LF $2.00 $3,400.00 556 $1,112.00 5 Tree Removal 33 EA $400.00 $13,200.00 20 $8,000.00 6 Clearing&Grubbing 1 LS $4,000.00 $4,000.00 1 $4,000.00 7 General Excavation 1 LS $20,000.00 $20,000.00 1 $20,000.00 9 Concrete Slab-6"Thick(Shelter) 400 SF $12.00 $4,800.00 400 $4,800.00 10 Concrete Slab-4"(Bike Racks) 140 SF $9.00 $1,260.00 42 $378.00 11 Concrete Curb(Play.Area) 200 LF $20.00 $4,000.00 192 $3,840.00 13 Transition Ramp(Play Area) 2 EA $500.00 $1,000.00 1 $500.00 14 Engineered Wood Fiber(Play Area) 2100 SF $3.00 $6,300.00 2100 $6,300.00 15 Engineered Wood Fiber(frail) 16570 SF $0.65 $10,770.50 11704 $7,722.70 IG Metal Edging 1377 LF $3.00 $4,131.00 1138 $3,414.00 17 Sawcutting 400 LF $5.00 $2,000.00 411 $2,055.00 18 Level 2 Dense 1/2"HIv1AC 55 TON $128.00 $7,040.00 51.14 $6,545.92 19 Aggregate Base 50 CY $32.00 $1,600.00 50 $1,600.00 20 Concrete Curb&Gutter 370 LF $35.00 $12,950.00 370 $12,950.00 21 Standard Concrete Curb(Roadway) 60 LF $25.00 $1,500.00 40 $1,000.00 22 Concrete Stairs&Handrails I LS $3,000.00 $3,000.00 1 $3,000.00 23 Concrete Sidewalk 1990 SF $9.00 $17,910,00 2442 $21,978.00 24 Standard Concrete Driveway 170 SF $12.00 $2,040.00 170 $2,040.00 25 Remove/Relocate Struct&Obstr. 1 LS $1,000.00 $1,000.00 1 $1,000.00 26 Shelter(including installation) 1 LS $23,054.00 $23,054.00 1 $23,054.00 27 Restroom(including instalation) 1 LS $69,048.00 $69,048.00 1 $69,048.00 28 Install Owner's Play Structures 1 LS $7,000.00 $7,000.00 1 $7,000.00 29 Bench(including foundation) 5 EA $820.00 $4,100.00 5 $4,100.00 30 Picnic Tables(including foundation) 4 EA $701.00 $2,804,00 4 $2,804.00 31 Trash Receptacles(including found.) 3 EA $481.00 $1,443.00 3 $1,443.00 32 Bike Racks(including foundation) 2 EA $244.00 $488.00 2 $488.00 33 Remove Existing Storm Drainage 1 LS $700.00 $700.00 1 $700.00 34 Field Inlet(Nyloplast) 1 EA $500.00 $500.00 0 $0.00 35 Curb Break Inlet 4 EA $150.00 $600,00 0 $0.00 36 Standard Catchbasin(Park) 1 EA $750.00 $750.00 1 $750.00 37 Connect to Existing Catchbasin 2 EA $200.00 $400.00 2 $400.00 38 8"Storm Drain Pipe 25 LF $40.00 $1,000.00 21 $840.00 39 10"Storm Drain Pipe,C900 20 LF $60.00 $1,200.00 0 $0.00 40 Rock Trench Drainage System 1 IS $2,400.00 $2,400.00 1 $2,400.00 41 Connect to Existing Pipe(Street) I EA $500.00 $500.00 1 $500.00 42 Sanitary Sewer to Rest Room 1 EA $200.00 $200.00 1 $200.00 43 Sanitary Sewer Clean out 3 EA $200.00 $600.00 4 $800.00 44 4"Sanitary Sewer Pipe 156 LF $24.00 $3,744.00 151 $3,624.00 45 2"Water Line 104 LF $40,00 $4,160.00 104 $4,160.00 46 Connect Water Line to Restroom 1 EA $250.00 $250.00 1 $250.00 47 Electrical Work 1 LS $14,000.00 $14,000.00 1 $14,000.00 48 Water Quality Swale Mix 28 CY $86.00 $2,408.00 28 $2,408.00 49 Sod 1 LS $13,753.00 $13,753.00 1 $13,753.00 50 Deciduous Trees 37 EA $167.00 $6,179.00 32 $5,344.00 51 Shrubs 150 EA $16.00 $2,400.00 50 $800.00 52 Plugs 800 EA $4.00 $3,200.00 1275 $5,100.00 53 Seed 57448 SF $0.12 $6,893.76 57448 $6,893.76 54 Design Build Landscape Irrigation 1 LS $26,460.00 $26,460.00 1 $26,460.00 55 Change Order 1 1 LS $13,586.00 1 $13,586.00 56 1 Change Order 2 1 LS $3,809.00 1 $3,809.00 TOTAL $350,806.26 $355,620.38 3of3 CITY OF TIGARD C CHANGE ORDER NO. 1 ` Project No.: CIP 2013-92003 Contractor Name &Address: Work Location: 103"4 Ave. Daneal Construction, Inc. 36296 NE Wilsonville Rd Newberg, OR 97132 Contractor and the City of Tigard agree on the revisions described below in accordance with the terms and conditions detailed in the original contract along with all applicable Hiles, regulations, and laws that may be in effect for the work. The unit pricing in the oriinal contract shall apply. Description of the Work(include specification ifnon standard items): Install a Storm Filter catch basin & a CG-2 catch basin as shown on attached Figures 1,2,3, 4 &5. Work shall include connecting to the existing catch basin at 14+83+/-, 8" & 12"DIP and the elimination of the WQ Swales. A reduction of topsoil &plants will also occur by reason of this change order which will result in reduced quantities & a lower total contract cost. Description of Additional Work Unit Quanti Unit$ Total$ Total amount of this change order $13,586.00 Original contract amount $350,806.26 New contract amount $364,492.26 CITY OF T'IGARD CONTRACTOR Signature:' / � ,/ Signatwre. r w L t Name: Michael D. McCarthy Name. r (� Tide: Project Engineer Title. Date: 6013 Date. Approved Date l q7 Page 1 of 6 CITY OF TIGARD,OREGON GONTRAGT SummARY FORM (F6RmMusTAccomPA. i E,cr-CONTRAcTFORAT-ITHORIZArtoN) Contract Title: East Butte Heritage Park Imi2rovements plumber: I Contractor: Da Neal Construction,Inc. Contract Total: $350,806.26 Contract Overview: Contractor's services include installation of restrootn structure and other park_ amenities:storm drahung, sanitat sewer and water line facilities;wood fiber pa u,ay;121a=ound structure:landscaping: etc. Type: ❑ Purchase Agreement Start Date: 4/11/13 End Date: 12J31/13 ❑ Personal Service Z Public Improvement LCRB Award: 4/9/13 Department: PSN'IEngineering ❑ IGA ❑ Other: Contract Manager: Mike lllcCartby Quotes/Bids/Proposal: FIRM AMouNT/SCORE --Da Neal Construction Inc. $350,806.26 C&N-1 Excavation& Utilities,LLL $373,043.28 Northwest EarthMovers Inc. $398,899.80 Banzer Construction Co $414,715.80 f d-)+WWk-S c,r. Irl-e— Account String: Fund-Division-Acc,Q Un -P oje- -)fund-Phase Amount 420-8000-56005_ 92003-425-140 $105,241.88 420-8000-56005 92003-421-140 $245,564.38 Approvals Department Comments: Da Neal Construction was found to be the low responsive bid Dep � Department Signature: - •W `=' k ' E Purchasing Comments: Purchasing Signature: City Manager Co nts: City Manager Signature After securing all required approvals, forward original copy to the Contracting and Purchasing force along with a completed Contract ChecAbk. N City of Tigard 13125 SW Hall Blvd Tigard,Oregon 97223 Phone: 503-639-4171 Fax:503-684-2797 CONTRACT DOCUMENTS for the construction of East .Butte Heritage 'ark Improvements Project No.: Cit'2013-92003 PRaF�s x 5 58PE ai 21.Aq 4 Approv d by: chael A. Stone,P.E.,City Engineer EXPIRES: 1 }► �W'f Sid Proposals Due& Bids Open:March 26,2013-2:00 PM Version: February 11, 2010 C CITY OF TIGARD, OREGON CONTRACT DOCUMENTS East Butte Heritage Park Improvements DATE DUE: March 26, 2013 TIME DUE: 2:00 PM Envelopes must be sealed and marked with project tide. Bidders must submit one (1) original of their Bid. If a bid exceeds$100,000, Bidders must submit a First Tier Subcontractor Disclosure Form,provided in flas packet, to the City no later than 4:00 PM,March 26, 2013. PROJECT MANAGER: QMUESTIDNs REGARDING THE BID: Mike McCarthy,P.E. Joe Barrett, Sr. Management Analyst City of Tigard,Public Works Engineering City of Tigard, Procurement Office Phone: 503-718-2462 Phone: 503-718-2477 Fax: 503-624-0752 Fax: 503-684-2797 Email: inikemCwtigard-or.gov Email: ioseph(c ard-or.gov SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Blvd Tigard, Oregon 97223 2 1 P a g e CITY of TIGARi7 ADVERTISEMENT FOR BIAS EAST BUTTE HERITAGE PARD IMPROVEMENTS The City of Tigard will receive sealed bids from qualified firms at Tigard City Hall's Utility Billing Counter at 13125 SW Hall Blvd., Tigard, Oregon 97223 until 2:00 pm local time, March 26, 2013 for East Butte Heritage Park Improvements construction project. Bids will be opened and publicly read aloud immediately after the bid's closing time and date at Tigard City Hall. The project, East Brute Heritage Park Improvements, has an estimated construction cost of$330,000 and generally consists of the following 1. Installation of restroom structure,shelter,and other park amenities. 2. Installation of storm drainage, sanitary sewer,and water line facilities. 3. Installation of engineered wood fiber pathway. 4. Installation of owner-fiuxiished playground structures. S. Landscaping,clearing,and irrigation system installation. b. Electrical systems for new structures. 7. Construction of concrete curb,gutter, stairs,patio,and sidewalk. 8. Construction of road base,paving,and other roadway facilities. 9. Installation of water quality swale. 10.Temporary signage,protection,and traffic control. 11. Performance of additional and incidental work as called for by the specifications and plans. Pursuant to Tigard Public Contracting Rule 30.055, all bidders must submit a bid security to the City along with their bid in an amount equal to ten percent (10%) of their base bid. In the event a bid exceeds $100,000, Bidders must submit a First Tier Subcontractor Disclosure Form, provided in this packet, to the City no later than 4:00 prn local time,March 26,2013 The City anticipates this will be a prevailing wage rate project. The provisions of ORS Chapters 279A and 2790 and all other Oregon and Federal provisions pertaining to minimum salaries and wages shall be incorporated by reference as if fully set forth in any contract resulting from this Invitation to Bid. Contractor shall provide proof to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the Construction Contractors Board as required under Oregon PWR law. No bid will be considered unless fully completed in a manner provided in the bid packet. Facsimile and electronic (email) bids will not be accepted nor will bids be accepted after the stated opening date and time. Bids received after the closing time will be returned to the submitting firm unopened after a contract has been awarded for the requited services. Bid packets may be obtained in person at Tigard City Hall's Information Desk located at 13125 SW Hall Blvd., Tigard, Oregon 97223, or by contacting Joe Barrett, Sr. Management Analyst, at either (503) 718-2477 or ioseph(@ward-or.gov. The City may reject any bid not in. compliance with all prescribed public bidding procedures and requirements,and may reject for good cause any or all bids upon a finding of the City if it is in the public interest to do so. Published: Daily Journal of Commerce Date: Match 13 and 18,2013 Published: The Tigard Times Date: March 14, 2013 3 1 P a g e TABLE OF CONTENTS TITLE PAGE Title Page---------------- -------- ----- ---------1 Advertisement for Bids.---____-- 3 Table of Contents-- INSTRUCTIONS TO BIDDERS Section 041120 Bidding Requirements and Procedures,-------------------------------------- ----------------5 Section 00130 Award and Execution of Contract--__ 14 BID BOOKLET Attachment.A. Proposal (Including Bid Schedule) 19 Attachment B .Acknowledgement of Addenda---------------------------------------------------------------------- Attachment C Bid Certifications-_ Attachment D First'Pier Subcontract Disclosure Form - 26 Attachment E Bial Bond Form_ CONTRACT BOOKLET Attachment F Public Improvement Contract-------- --- ------28 Attachment G Performance Bond.Form____ Attachment H Payment Bond Form -__45 Attachment I Supplementary General Conditions-------------------- _ Attachment J Special Provisions__ _________---------- Attachment M Standard Details Drawings (See Below)------------- 741 Attachment N Oregon BOLI Prevailing Wage Rates---------------- ---------71 Attachment Q East Butte Heritage Park Project Manual---------- DRAWINGS East Butte Heritage Park - Dated January 9, 24113 Drawings pages T1.41 through El.O (18 sheets total) SECTION 00120- BIDDING REQUIREMENTS AND PROCEDURES This Section replaces Section 00120 of the 2008 edition of the Oregon Standard Specifications for Construction. 00120.00 Bid Closing Time and Date-The advertisement,included in the Bid Booklet sets the deadline date and time for submitting bids. 00120.01 General Bidding Requirements -Bidders may obtain and submit Bids by paper before the deadline stated in the Advertisement for Bid and at the location stated in the Advertisement for Bid. 00120.05 Requests for Solicitation Documents- Informational Plans and Specifications (not for bidding} are available at the Citi-of Tigard, 13125 SW Hall,Blvd.Tigard, OR 97223 at no charge. Copies of the Oregon Standard Specifications may be purchased at the ODOT Procurement Office- Construction,Contractor Plans, 455 Airport Road SE,Building K,Salem,Oregon 97301-5348 (telephone(503) 986-6936). The Oregon Standard Specification can be obtained on line free of charge at: htM://wvyw.oregoli.g—,,//ODOT/HWY/SPECSZstandard 1Pecifications.shm-11. (a) Paper Bids -Bidders must obtain Solicitation Documents from the City of Tigard, 13125 SW Hall Blvd.,Tigard,OR 97223. Each request must include both the name of the person ordering or obtaining the Solicitation Documents,and the name of the Entity intending to use them. (The City will add the name of the Entity intending to use the Solicitation Documents to the list of Holders of Bidding Plans.) Bidders are cautioned that only Solicitation Documents obtained from the City of Tigard may be used to submit Bids. (b) Standards and Specifications -The work embraced herein shall be done in accordance with dze following standards and specifications. City of Tigard Public Improvement Design Standards----------------m- ....Download from the City's web site CWS Design and Construction Standards 07-20................................www.cleanwater services.org Supplementary General Conditions,.-_- --Included in the Bid Booklet Manual on Uniform Traffic Control Devices.......................................Available from FHWA Oregon Standard Specifications Version 2008 -Volume 2------... --....Available from ODOT -------------------- Electrical Service Requirements (ESR) PGE—Current Volume.....................Available from PGE Copies of these standards and specifications can be found at the locations stated above. 00120.10 Bid Booklet-The Bid Booklet may include,but is not limited to: • Proposal • Acknowledgement of Addenda • Bid Certifications • First Tier Subcontractor Disclosure - Bid Bond By signing the Certificate of non-collusion,Bidder certifies that this bid/proposal has been arrived at independently and has been submitted without collusion designed to limit independent bidding or competition. 00120.15 Examination of Work Site and Solicitation Documents; Consideration of Conditions to be Encountered-Before submitting a Bid,Bidders shall carefully examine the site of the proposed Work,the Bid Booklet, Plans,and Specifications. Bidders shall also contact Utility owners to verify all Utilities'anticipated involvement on the Project Site. Bidders are also encouraged to review any subsurface investigation material 5 1 P a g e referenced in 00120.25 that maybe available. Submission of a Bid will constitute confirmation that the Bidder has examined the Project Site and Solicitation Documents, finds the Plans and Specifications to be sufficiently detailed and accurate to enable Bidder to properly perforin the Work,and understands the conditions to be encountered in performing the Work and all requirements of the Contract. The City and its employees will not be responsible for loss or unanticipated costs suffered by the Bidder because of the Bidder's failure to become fully informed about all conditions of the Work, or failure to request clarification of Plans and Specifications Bidder believes to be erroneous or incomplete. (a) Clarifications-Any clarification of Plans and Specifications needed by the Bidder shall be requested in writing through the Procurement Office. Requests shall be made in sufficient time for the Agency's reply to reach all Bidders before Bid Closing. Oral explanations or interpretations given before receiving Bids for a Project will not be binding. To be binding,interpretation of the Plans and Specifications by the City must be made by written Addendum furnished to all Holders of Bidding Plans according to 00120.30. Notification of erroneous or incomplete Plans or Specifications shall also be submitted to the Procurement Office. Such notification shall also be made in sufficient time for the Cite to make any necessary modifications and issue Addenda to Bidders prior to Bid Closing. (b) Protest of Specifications or Terms -A bidder who believes any specifications or terms detailed in the bid packet or sample contract(Attachment F) are unnecessarily restrictive or limit competition may submit a protest in writing,to the Procurement Office. A protest may be submitted via facsimile. Any such protest shall include the reasons for the protest and shall detail any proposed changes to the specifications or terms. The Procurement Office shall respond to any protest and,if necessary,shall issue any appropriate revisions, substitutions, or clarification via addenda to all interested Bidders. To be considered,protests must be received at least seven- ( ) calendar days before the bid closing date. The City shall not consider any protest against award due to the content of bid specifications or contract terms submitted after the established protest deadline. All protests should be directed to the Procurement Office and be marked as follows: Bid Specification/Term Protest East Butte Heritage Park Improvements,March 26,2013 City of Tigard Attn: Joe Barrett,Sr. Management Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 If a bid protest is received mi accordance with section above,the bid opening date may be extended if necessary to allow consideration of the protest and issuance of any necessary addenda to the bid documents. The City is not obligated to consider any protests unless the issue has first been submitted for clarification and a decision issued under subparagraph (a) above. 00120,16 Material,Equipment, and Method Substitutions -When the Contract specifies certain Materials, Equipment,and/or methods,the Bidder shallinclude those Materials,Equipment,and/or methods in the Bid unless the Engineer has issued an Addendum granting approval to substitute. The procedure for requesting approval is as follows: (a) Written Request- If a Bidder proposes to use Materials, Equipment and/or methods other than those specified, the Bidder shall send a written request to the Engineer,at least seven Calendar Days prior to Bid Opening,including complete descriptive and technical information on the proposed Materials,Equipment and/or methods. (b) Functional Similarity - Materials and Equipment proposed for substitution shall be similar in design, and equal or better in quality and function to those specified. (c) Manufacturer's Information - If manufacturers'brochures or information is needed, the Bidder shall submit three copies of each with all pertinent 'information clearly marked. (d) Differences -The Bidder shall specifically note all differences between the specified Materials, Equipment and/ox methods and the proposed substitutes. (e) Cost-Vklete a substitute will result in alteration of the design or space requirements, or any other modifications to the Plans,the Bidder shall include in the substitution request all items of cost for the revised design and construction. (f} Notification of Holders of Bidding flans - If the .Engineer approves any proposed substitution, such approval, and any modifications necessitated to the design and construction by the substitution,will be acknowledged by Addenda. Unless the Engineer has approved substitutions of Materials, Equipment, and/or methods prior to opening of Bids, the Bidder shall furnish the items specified in the Contract. Substitution. after Award is specified in 00180.31(b), 00180.31(c), and 00180.31(d). 00120.17 Use of City-Owned Land for Staging or Storage Areas -The Contractor may use Agency- owned property=for staging or storage areas,subject to the following limitations: (a) Within Normal Right-of-Way Limits - If approved by the Engineer, the Contractor may use available property within the normal Dight-of-Way limits for the purpose of constructing improvements under the Contract,as long as such use does not unduly impede other legitimate users of the Right-of-Way or adjacent properties. Where the City owns, or has tights to, other adjacent properties in the Project area, "normal Right-of-Way" is limited to a line drawn across that property connecting the normal Right-of-Way limits on either side of the property. (h) Outside Normal Right-of-Way Limits - The Contractor may not use City-owned property outside of normal Right-of-Way limits for the Project without the approval of the City. If a Bidder obtains approval before submitting a Bid, use of the property will be at no cost to the Contractor, or at a cost stated by the Engineer upon granting approval,as confirmed by Addendum. If approval is not obtained before submitting a Bid, and the Contractor proposes to use City-owned property outside the normal Right-of-Way limits, then use of the property may be approved by the Engineer, but the Contractor will be assessed fair market value, as determined by the Engineer, for use of the property. (c) Restrictions on Use - Contractors shall comply with all applicable laws, ordinances,and regulations pertaining to use of City-owned property, and shall: • Not cause unreasonable:impacts on traffic and other facility users. • Clean up all hazardous materials deposited by, or resulting from,Contractor operations. • Be responsible for all costs associated with use of the property. 00120.20 Interpretation of Quantities in Bid Schedule- Quantities appearing in the Bid Schedule are approximate and are provided only for comparison of Bids. The City does not warrant that the actual individual items,amount of Work,or quantities will correspond to those shown in the Bid Schedule. Payment 71P �i _ . to the Contractor will be made only for actual quantities of Work performed and accepted or Materials furnished and accepted,as required by the Contract. Quantities of Work to be performed and Materials to be f n-iiished may each be increased,decreased,or omitted as provided in 00120.30 and 00140.30. 00120.25 Subsurface Investigations - If the City or its consultant has conducted subsurface or geologic investigations of the proposed 11'roject Site, the results of the investigations may be included in written reports. If reports have been prepared,copies will be available at the Engineer's office. If the City has retained subsurface samples, they will also be available for inspection. Bidders and the Contractor may make arrangements for viewing the samples through the City's office. The availability of subsurface information from the City is solely for the convenience of the Bidder and shall not relieve the Bidder or the Contractor of any risk,duty to make examinations and investigations as required by 00120.15,or other responsibility under the Contract Documents. It is mutually agreed to by all parties that: The written report(s) are reference documents and not part of the Contract Documents. • The subsurface investigations made by the City are for the purpose of obtaining data for planning and design of the Project. • The data concerning borings is intended to represent with reasonable accuracy conditions and materials found in specific borings at the time the borings were made. 00120.30 Changes to Plans, Specifications,or Quantities before Opening of Bids -The City may modify the Solicitation Documents by issuance of an"Addendum" to all prospective bidders within a reasonable time prior to bid closing to allow bidders to consider them in preparing their bids,but in no case less than 48 hours before the bid closing. If an Addendum is necessary after that time, the City,at its discretion,can extend the closing date. Any Addendum issued, as a result of any change in the Solicitation Documents, roust be acknowledged by submitting the"Acknowledgment of Addendum" (Attachment B) with a proposal. Only questions that are answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 00120.40 Preparation of Bids: (a) Bidding Considerations--Bids must be prepared on the Bid Proposal included in Attachment A and must be completed, signed, dated,and submitted prior to the closing date and time. All bids shall be prepared and submitted in ink or typewritten. By submitting a completed Bid Form, the Bidder is stating their conformance with all requirements of the Invitation to Bid which will be incorporated into any subsequent contract. Failure to comply with all requirements set forth in the Invitation to Bid may result in the rejection of a bid. Bidders may refer to the following Subsections for requirements that may affect bidding considerations: • 00120.80,Preference for Oregon Resident Bidders • 00130.80,Restrictions on Commencement of Work • 00150.55, Coordination of Fork • 00150.75, Protection and Maintenance of Work • 00160.20(a),Buy America • 00160.20(b), Buy Oregon • 00 180.20, Subcontracting Limitations • 00180.21,Subcontracting • 00195.50(a-1), Incidentals • 00195.00(a),Cost of Insurance and Bonds (b) Paper Bids -The Bidders shall not alter,in any manner, the paper documents bound within the Bid Section. Bidders shall complete the certifications and statements included in the Bid.Section of the Bid Booklet according to theinstructions. Signature of the Bidder's authorized representative thereon constitutes the Bidder's confirmation of and agreement to all certifications and stater-nents contained in the paper Bid Booklet. Entries in the Bid Section shall be in ink or typed. Signatures and initials shall be in ink,except for changes submitted by facsimile (FAX; transmission as provided by 00120.60 (in which case FAX signatures shall be considered originals). The Bidder shall properly complete and bind all the paper documents in the Bid Section,as specified in 00 120.10, between the front and back covers of the Bid Booklet,except that the Bid Bond is not required if another permissible type of Bid guaranty is provided. (see 00120.40(e)). (c) Recyclable Products -Bidders shall use recyclable products to the maximum extent economically feasible in the performance of the contract set forthin this document. (d) Bid Schedule Entries - Using figures,Bidders shall fill in all blank spaces in the paper Bid Schedule. For each item in the paper Bid Schedule,Bidders shall enter the unit price and the product of the unit price multiplied by the quantity given. The unit price shall be greater than zero, shall contain no more than M,o decimal places to the right of the decimal point, and shall be expressed in L.J.S. dollars and cents (for example, $150.25 or$0.37). Bidders shall also enter the total amount of the.Bid obtained by adding amounts for all items in the paper Bid Schedule. Corrections or changes of item entries shall be in ink,with incorrect entry lined out and correct entry entered and initialed. (e) Bidder's Address and Signature Pages -Bidders shall include in the Bid the address to which all communications concerning the.Bid and Contract should be sent. The Bid must be signed by a duly authorized representative of the Bidder. (f) Bid Guaranty-All Bids shall be accompanied by a Bid guaranty in the amount of 10% of the total amount of the Bid. The Bid guaranty shall be either a Surety bond,irrevocable letter of credit issued by an insured institution as defined in ORS 706.008 or security in the form of a cashier's check or certified check made payable to the Agency. (see ORS 279C.365(4)), If a Surety bond is submitted, Bidders shall use the Agency's standard Bid Bond form included with the paper Bid Booklet. Bidders shall submit the bond with original signatures and the Surety's seal affixed. The Bid guaranty shall be submitted by mail,delivery service, or hand delivered to the offices and addresses, and at the times given in the paper Bid Booklet Acceptable Surety companies are limited to those authorized to do business in the State of Oregon. Forfeiture of Bid guaranties is coveted by 00 130.60,and return of guaranties is covered by 00130.70. A Bidders bid security shall be forfeited if the Bidder fails to execute the contract promptly and properly if so awarded. The bid security of all unsuccessful bidders shall be returned after a contract has been executed or all bids have been rejected. (g) Disclosure of First-Tier Subcontractors - If a Bidder's Bid on a public improvement Project exceeds $100,000, the Bidder shall,within two working hours of the time Bids are due to be submitted, submit to the Agency, on a form provided by the Agency,a disclosure identifying any first-tier Subcontractors that will furnish labor or labor and Materials, and whose contract value is equal to or greater than: 91F° :, , . • 5%of the total Project Bid,but at least$15,000; or $350,000, regardless of the percentage of the total Project Bid. For each Subcontractor listed,Bidders shall state: The name of the Subcontractor; * The dollar amount of the subcontract;and • The category of Fork that the Subcontractor would be performing. If no subcontracts subject to the above disclosure requirements are anticipated, a Bidder shall so indicate by entering"NONE" or by filling in the appropriate check box. For each Subcontractor listed,Bidders shall provide all requested information. An incomplete form will be cause for rejection of the Bid. The Subcontractor Disclosure Form may be submitted for a paper Bid either: • By filling out the Subcontractor Disclosure Form included in the Bid Booklet and submitting it together with the Bid at the time and place designated for receipt of Bids; • By removing it from the paper Bid Booklet, filling it out and submitting it separately to the Agency Procurement Office, at the address or FAX number given in the Bid Booklet. Subcontractor Disclosure Forms submitted by any method will be considered late if not received by the Procurement Office within two working hours of the time designated for receiving Bids. Bids not in compliance with the requirements of this Subsection will be considered non-responsive. 0€3120.45 Submittal of Bids: (a) Paper Bids - Paper bids may be submitted by mail, parcel delivery service, or hand delivery to the offices and addresses, and at the times given in the Bid Booklet. Submit paper Bids in a sealed envelope marked with the word "Bid", the name of the Project,and the words "To Be Opened Only by Authorized Personnel" on the outside. If a delivery or courier service is used, the Bidder shall place the sealed envelope containing the paper Bid inside the delivery or courier service's envelope. Closing time for acceptance of paper Bids is the time stated in the Advertisement on the day of Bid Opening. Paper Bids submitted after the time set for receiving paper Bids will not be opened or considered. The Agency assumes no responsibility for the receipt and return of late paper Bids. (b) Submission- One (1) original and one copy of the sealed Bid must be received before the stated closing time at the address listed below. To assure that your bid receives priority treatment,please mark as follows. East Butte Heritage Park Improvements March 26,2013 City of Tigard—Utility Billing Counter Attn: Joe Barrett,Sr. Management Analyst 13125 SV'Nall Blvd. Tigard,Oregon 97223 101 !' . Bidders shall include their firm name and address on the outside of the envelope. It is the bidder's responsibility to ensure that bids are received prior to the stated closing time. The City shall not be responsible for the proper identification and handling of any bids submitted incorrectly. (c) Bid Opening- Bids will be opened ui=ediately following the deadline far receiving bids as stated in the Advertisement in Tigard City Hall. Bidders may be present;however,award decisions will not be made at the opening- 00120.60 Revision or Withdrawal of Bids: (a) Modifications To Bids - In accordance with Tigard Public Contracting Rule 30.070 (A), a Bid may be modified after submittal so long as the modification is done in writing prior to the bid's closing time and date. Any modification must be prepared on the submitting company's letterhead,signed. by a company representative, and clearly state that the news modification supersedes or modifies the prior bid. To ensure integrity of the bidding process, the modification must be delivered to the City's Procurement Office in a sealed envelope that is marked"BID MODIFICA'T'ION"and list the original bid title and closing date. (b) Withdrawal of Bids - Tigard Public Contracting Rule 30.070 (B) allows for the withdrawal of a bid so long as the bidding company submits a withdrawal request in writing on company letterhead and signed by a company representative prior to the time and date of bid closing. The withdrawal request shall be delivered to the City's Procurement Office and the bid shall be returned,unopened, to the requesting bidder. 00120.65 Opening and Comparing Bids -Bids will be opened and the total price for each Bid will be read publicly at the time and place stated in the.N dvertisement for Bids. Bidders and other'interested parties are incited to be present. Bids for each Project will be compared on the basis of the total amount of each Bid The total amount of the Bid will be the total sura,computed from quantities listed in all Bid Schedules tunes unit prices entered by the Bidder. In case of conflict between the unit price and the corresponding extended amount,the unit price shall govern,and the City may make arithmetic corrections on extension amounts. When an error(s) is made in extending total prices, the unit bid price will govern. Bidders are cautioned to recheck their bid for possible error(s). Errors) discovered after opening cannot be corrected by the bidder and the contractor will be required to perform work at the unit price if their bid is accepted. 00120.70 Rejection of Nonresponsive Bids -A Bid will be considered irregular and will be rejected if the irregularity is deemed by the City to render the Bid non-responsive. Examples of irregularities include without limitation: • The Bid Section documents provided are not properly used or contain unauthorized alterations.. • The Bid is incomplete or incorrectly completed. • The Bid contains improper additions, deletions, alternate Bids, or conditions. • The Bid is submitted on documents not obtained directly from the City, or is submitted by a Bidder who has not been identified by the City as a Holder of Bidding Plans, as required by 00120.05. • A member of a joint venture and the joint venture submit Bids for the same Project. Both Bids may be rejected. • The Bid has entries not typed or in ink, or has signatures or initials not in ink (save for changes received by FAX as provided by 00120.60). • Each change or correction is not individually initialed. • White-out tape or white--out liquid is used to correct item entries. • The price per unit cannot be determined. • The Bid guaranty is insufficient or improper. • The original Bid Bond form is not used or is altered. • The Oregon Construction Contractors Board registration number and expiration date are not shown on the Bid if required in the Solicitation Document. This requirement applies to State-funded or locally funded Projects,with the exception of Aggregate production and landscape Projects (not required on Federal-Aid Projects). • A disclosure of first-tier Subcontractors,if required.under 00120.40(f), is not received within two working hours of the time Bids are due to be submitted, or the disclosure form is not complete. • The Bidder has not complied with the DBE requirements of the solicitation. • The Bid does not acknowledge all issued Addenda. • The Bid contains entries that are not greater than zero. • The Bid contains entries with more than two decimals to the right of the decimal point. • The Bid entries are not expressed in U.S. dollars and cents. 00120.80 Reciprocal Preference for Oregon Resident Bidders -This Subsection applies only to Contracts for Projects financed without federal funds. Bidders shall complete the certificate of residency provided by the City in the Bid Booklet. Failure to properly complete the form will be cause to reject the Bid. As used in the certificate of residency-and this Subsection, "Resident Bidder" means a.Bidder who has: • Paid unemployment taxes or income taxes in the State of Oregon during any of the 12 calendar months immediately preceding submission of the Bid; • A business address in the State of Oregon;and • Certified in the Bid that the Bidder qualifies as a Resident Bidder. "Nonresident Bidder" means a Bidder who is not a Resident Bidder as defined above. In determining the lowest Bid,the City will,for the purpose of awarding the Contract,add a percentage increase to the Bid of a Nonresident Bidder equal to the percentage,if any,of the preference given to that Bidder in the state in which the Bidder resides (ORS 279A.120). The percentage preference applied in each state will be published on or before January 1 of each year by the Oregon Department of Administrative Services. The Citv may rely on these percentages without incurring liability to any Bidder (ORS 279A.120). This increase will only, be applied to determine the lowest Bid, and-mill not cause an increase in payment to the Contractor after Award of the Contract. 00120.90 Disqualification of Bidders -The Bid(s) of a disqualified Bidder will be rejected. Any of the following reasons is sufficient to disqualify a Bidder. • More than one Bid is submitted for the same Work by an Entity under the same or different name(s). • Evidence of collusion among Bidders. Participants in collusion will be found responsible, and may be subject to criminal prosecution. • Any of the grounds for disqualification cited in ORS 2790.440. A Bidder will be disqualified if the Bidder has: • Been declared ineligible by the Commissioner of the Bureau of Labor and Industries under ORS 2790,860; • Not been registered (licensed) by the Oregon Construction Contractors Board (CCB) or been licensed by the State Landscape Contractors Board before submitting a Bid (ORS 279C.365(1)(k), ORS 701.055,and ORS 671.530). The Bidder's registration number and expiration date shall be shown in the Bid form, if requested. Failure to Furnish the registration number,if requested,will render the Bid non-responsive and subject to rejection. (not required on Federal-Aid projects); or 121 _ • Been determined by the CCB under ORS 701.227 not to be qualified to held or participate in a public contract for a public improv ement. 00720.91 Rejection of Bid on Grounds of Nonresponsibility of Bidder-The Bid of a Bidder who is found to be nomesponsible according to the criteria listed in 00130.10 will be rejected Refer also to QRS 2790.375(2). 120.95 Public Records-.ill bid material submitted by bidder shall become the property of the City and is public record unless otherwise specified. A bid that contains any information that is considered trade secret under QRS 192.501(2) should be segregated and clearly identified as such. This information will be kept confidential and shall not be disclosed except in accordance with the Oregon Public Records Law, QRS 192. The above restrictions may not include cost or price information,which must be open to public inspection. 131 P -; _. SECTION 00130-AWARD AND EXECUTION OF CONTRACT 'l'his Section replaces Section 00130 of the 2008 edition of the Oregon Standard Specifications for Construction. 04730.00 Consideration of Bids (a) The Cite may reject any bid not in compliance with all prescribed public bidding procedures and requirements and may reject for good cause any or all bids upon a finding of the City that it is in the public interest to do so. (b) The City reserves the right,as allowed under Tigard Public Contracting Rule 30.085 (B) to waive any and all minor informalities that may arise in relation to this bid process. Minor informalities are matters of form rather than substance that are evident from the bid documents,or insignificant mistakes that can be waived or corrected without prejudice to other bidders or the City. The informality shall not affect price,quantity,quality, delivery, or contractual conditions except in the case of informalities involving unit pricing. (c) after opening and reading Bids, the Agency will check them for correct extensions of unit prices and totals. (see 00120.65) The total of extensions,corrected where necessary,will be used by the Agency for Award purposes. (d) Bids will be considered and a Contract awarded,if at all,within 60 Calendar Days from the date of Bid Opening, unless an extension beyond that time is agreed to by both parties and acknowledged in writing by the Bidder. 00130.10 Award of Contract-After the Bids are opened and a determination is made that a Contract is to be awarded,the Contract will be awarded to the lowest responsible Bidder. For the purposes of this Section, "lowest responsible Bidder" means the lowest Bidder who is not on the list created by the Construction Contractors Board according to ORS 701,and who has: • Substantially complied with all prescribed public bidding procedures and requirements. • Available the appropriate financial, Materials, Equipment, facility and personnel resources and expertise, or ability to obtain the resources and expertise,necessary to indicate the capability of the prospective Bidder to meet all contractual responsibilities. A satisfactory record of performance. • A satisfactot�-record of integrity. • Qualified legally to contract with the Agency. • Supplied all necessary information in connection with the inquiry concerruing responsibility. If a prospective Bidder fails to promptly supply information requested by the Agency concerning responsibility, the Agency shall base the determination of responsibility upon any available information, or may find the prospective Bidder not to be responsible. • Not been disqualified by the public contracting agency under ORS 2790.440. If the Bidder is found not to have a satisfactory record of performance or integrity,the City will document the record and the reasons for the unsatisfactory fading. The City shall provide notice of intent to award to each bidder submitting a bid. The notice shall state the date, time, and location of the bid award decision. The notice shall include the name of the vendor that staff recommends the contract be awarded to. Any bid comparison sheets shall be included in the notice of intent to award. The Award will not be final until the later of the following-. The City has provided a written response to each timely protest, denying the protest and affirming the Award, or The Contract is awarded by the awarding authority If the City accepts a Bid and awards a Contract,the City kill send the successful Bidder written notice of acceptance and Award. Notice of Award and Contract booklets ready for execution will be sent within 60 Calendar Days of the opening of Bids or within the number of Calendar Days specified in the Special Provisions or a written mutual agreement. 00130.15 Right to Protest Award- In accordance with Tigard Public Contract Rule 30.135 any actual bidder who is adversely affected or aggrieved by the City's intent to award the contract resulting from this Invitation to Bid to another bidder shall have seven (7) calendar days after notice of intent to award to submit to the City a written protest of the notice of award. In order to be adversely affected or aggrieved,a bidder must claim to be eligible for award of the contract as the lowest responsible bidder and must be next in line for award;i.e. the protester must claim that all lower bidders are ineligible for award because they are non-responsive or non-responsible. The City will not entertain any protest submitted after the time period established under this Invitation to Bid document. The City shall issue a written decision denying or affirming the protest to every bidder providing an address to the City before any action is taken on the contract. 00130.20 Cancellation of Award -Without liability to the City, the City may for good cause cancel Award at any time before the Contract is executed by all parties to the Contract, as provided by ORS 279C.395 for rejection of Bids,upon finding it is in the public interest to do so. 00130.30 Contract Booklet- Includes the documents listed under Section 4, "Contract Documents,"of the Public Improvement Contract(lttachment F). 00130.40 Contract Bonds,Certificates, and Registrations -Before the City will execute the Contract, the. successful Bidder shall furnish the following bonds,certificates,and registrations: (a) Performance and Payment Bonds -When Awarded the Contract, the successful Bidder shall furnish a Performance Bond and a Payment Bond of a Surety authorized to do business in the State of Oregon as required by Tigard Public Contracting Rule 30.190(A). The successful Bidder shall submit the standard bond forms,which are bound in the Contract booklet Faxed or photocopied bond forms will not be accepted. The amount of each bond shall be equal to the Contract Amount. The Performance Bond and the Payment Bond must be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal must be affixed to each bond. A power of attorney for the Attorney-in-Fact shall be attached to the bonds in the Contract booklet, which must 'include bond numbers,and the Surety's original seal must be affixed to the power of attorney. Bonds shall not be canceled without the City's consent, nor will the City normally release them, prior to Contract completion. When a coating system warranty is required by 00594.75, the Contractor shall furnish a supplemental warranty performance bond,in addition to the regular Performance Bond for the Contract to the City,executed by a surety authorized to do business in the State of{Oregon. The supplemental warranty performance bond shall be in the sum of 80% of the full Contract Amount. The bond is to secure the performance by the Contractor of correction work on any coating system defects that the Contractor may be directed by the City to perform. The Contractor shall use the City-provided form for the bond except that if the surety is a multiple surety,a copy of the form for a bond with 151P ., c multiple sureties shall be obtained from the City. The supplemental warranty performance bond shall be signed by the Surety-'s authorized Attorney-in-Fact, and the Surety's seal shall be affixed to the bond. A power of attorney for the Attorney-in-Fact shall be attached to the bond in the Contract booklet,which shall include bond numbers, and the Surety's original seal shall be affixed to the power of attorney. A copy of the supplemental warranty performance bond is included near the front of the Special Provisions. Upon Third Notification, the supplemental warranty-performance bond shall become effective and shall continue in full force and effect until the City has advised the Contractor that: • There are no coating system defects;or • If the Contractor has been notified that there are coating system defects, the defects have been repaired by the Contractor to the satisfaction of the City as specified under the coating system warranty and the full warranty period has expired. Supplemental warranty performance bonds cannot be canceled nor can they be released due to possible claims. (b) Certificates of Insurance -The successful Bidder shall furnish the City certificates of insurance applicable to the Project,according to 00170.70. The insurance coverages shall remain in force throughout the performance of the Contract and shall not be allowed to lapse without prior written approval of the City. Bidders may refer to 00170.70 for minimum coverage lin- is and other requirements. For specified Contracts, certified copies, and in some instances the original, of insurance policies may be required by the Special Provisions. (c) Workers' Compensation-To certify compliance with the workers' compensation insurance coverage required by 00170.61(a) and 00170.70(d), the successful Bidder shall complete and sign the "Certification of Workers'Compensation Coverage" form bound in the Contract booklet. (d) Registration Requirements; (1) ORS 701.055 and ORS 671.530 require that Bidders be registered with the Oregon Construction Contractors Board or licensed by the State Landscape Contractors Board prior to submission of a Bid on a Project not involving federal funds. Registration with the Construction Contractors Board or licensing by the State Landscape Contractors Board is not a prerequisite to bidding on Federal-Aid Projects;however, the Agency will not execute a Contract until the Contractor is so registered or licensed. (2) Bidders must be registered with the Corporation Division, Oregon Secretary of State,if bidding as a corporation,limited liability company,joint venture, or limited liability partnership, or if operating under an assumed business name and the legal name of each person carrying on the business is not included in the business name. (3) A Contractor registered under ORS 701 may bid on a landscaping Project or perform a construction project thatincludes landscape contracting as a portion of the project if the landscape contracting is subcontracted to a licensed landscaping business as defined in CORS 671520. (4) A landscaping business may bid on a Project or perform a Contract that includes the phase of landscape contracting for which it is not licensed if it employs a landscape contractor, or subcontracts with another licensed landscaping business,licensed for that phase. 16J P .t , (e) Business Tax and Federal Id No. Required-The City of Tigard Business Tax is required from the successful Bidder. Chapter 5.4 of the Tigard Municipal Code states any business doing business in the City of Tigard shall pay a City of Tigard Business Tax. No contracts shall be signed prior to the obtaining of the City of Tigard Business Tax. Upon award of proposal, contractor shall complete a. Federal W-9,Request for Taxpayer Identification Number and Certification Form for the City. 00130.50 Execution of Contract and Bonds: (a) By the Bidder-The successful Bidder shall deliver the required number of Contract booklets with the properly executed Contract,Performance Bond, Payment Bond, certification of workers' compensation coverage,and the required certificates of insurance, to the Procurement Office within 15 Calendar Days after the date on which the Contract booklets are sent or otherwise conveyed to the Bidder under 00130.10. The.Bidder shall return the originals of all documents received from the City and named in this Subsection,with original signatures. Certificates of insurance shall also be originals. Certificates of insurance for coverages that are permitted by the City under 00170.70(a) to be obtained by appropriate subcontractors shall be delivered by the Contractor to the City together with the Contractor's request under 00180.21 for approval of the subcontract with that subcontractor. No copies of these documents will be accepted by the City. Proper execution requires that: (1) If the Contractor is a partnership, limited liability partnership,joint venture, or limited liability company, an authorized representative of each Entity comprising it shall sign the Contract, Performance Bond, and Payment Bond, and an authorization to sign shall be attached. (2) If the Contractor is a corporation, the President and the Secretary of that corporation shall sign the Contract, Performance Bond, and Payment Bond. However,if other corporate officers are authorized to execute contracts and bonds, the successful Bidder shall furnish with those documents a certified, true and correct copy of the corporate bylaws or minutes stating that authority. If only one officer is signing, then the bylaws or minutes must include the authority to sign without the signature of others. The successful Bidder shall also include the tide(s) or corporate office(s) held by the signer(s). (b) By the City--Within seven Calendar Days after the City has received and verified the properly executed documents specified in 00130.50(a), and received legal sufficiency approval from the City Council (if required), the City will execute the Contract. The Cit}-will then send a fully-executed original Contract booklet to the successful Bidder,who then officially becomes the Contractor. (c) Contract -After the award, the Contractor and the City will enter into a public improvement contract incorporating the terms and conditions of the Public Improvement Contract and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 00120.15(b) "Protest of Specifications or Terms" or their exceptions will be deemed waived. 001.30.60 Failure to Execute Contract and Bonds -Failure of the successful Bidder to execute the Contract and provide the requixed certificates, certifications, and bonds may be cause for cancellation of the Award, and may be cause for forfeiture of the Bid guaranty under ORS 279C.385. Award may then be made to the next lowest responsible Bidder,the Project mai-be re-advertised, or the Work may be performed otherwise as the City decides. The forfeited.Bid guaranty will become the City's property, not as a penalty but as liquidation of damages resulting from the Bidder's failure to execute the Contract and provide the certificates,certifications,and bonds as required by these Specifications. 00130.70 Release of Bid Guaranties - Bid guaranties will be released and checks returned seven Calendar Days after Bids are opened,except for those of the three apparent lowest Bidders on each Project. The guaranties of the three apparent lowest Bidders will be released and checks returned to unsuccessful Bidders within seven days of the Agency's execution of the Contract. 00130.80 Project Site Restriction-Until the City sends the Contractor written Notice to Proceed with the Work,and the Contractor has filed the public works bonds required in 00170.20, the Contractor shall not go onto the Project Site on which the Work is to be done,not more Materials,Equipment,or workers onto that Project Site. The Contractor will not automatically be entitled to extra compensation because the commencement of Work is delayed by failure of the City to send the Contract for execution. However,if more than 30 Calendar Days elapse between the date the Bid is opened and the date the City sends the Contract to be executed, the City will consider granting an adjustment of time for completion of the Work to offset any actual delay to Contract completion resulting directly from delay in commencement. 00130.90 Notice to Proceed_Notice to Proceed will be issued within five Calendar Days after the Contract is executed by the City. Should the City fail to issue the Notice to Proceed within five Calendar Days of Contract execution,the Contractor may apply for an adjustment of Contract Time according to 00180.80(c). 181P ,t _ , ATTACHMENT A PROPOSAL err. EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY OF TIGARD This Bid must be signed in ink by an authorized representative of the Bidder; any alterations or erasures to the Bid must be initialed in ink by the undersigned authorized representative. Project: East Butte Heritage Park Improvements Bid Due Date: March 26, 2013 Name of Submitting Firm:,-- Al -4L --- (0p) 57/L&aR'0') #tel— The Undersigned (check one of the following and provide additional information): An individual doing business under an assumed name registered under the laws of the State of or A partnership registered under the laws of the State of or A corporation organized under the laws of the State of 0EX6,00 ; or A limited liability corporation organized under the laws of the State of hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in stixc accordan with the Contract Documents for the B is did as (allows: Z usa... r► =[f4 u � - and . 6 /100 Dollars $ � and the Undersigned agrees to be bound by all documents comprising the Contract Documents as defined in the Contract. The Undersigned declares that it has carefully examined the site(s) of the work, the Contract Documents, and forms. Submission of this bid shall be conclusive evidence that the Undersigned has investigated and is satisfied as to the condition to be encountered, as to the character, quality and scope of work to be performed, the quantities of materials to be furnished, and as to the requitement of the Contract Documents. Accompanying herewith is a Bid Security which is equal to ten percent (101/o) of the total amount of the Basic Bid. 19JPage BID SCHEDULE East Butte Heritage Park Improvements Ttern No Description Quantity Unit 'Unit Price Ttem Total General a 1 Mobilization,Bond,Insurance 1 EA 05,00 $ A3 2 Traffic Control 1 LS $ $ coor 3 Erosion&Sediment Control 1 LS $ "` ° 7'S 4 Tree Protection Fencing 1700 LF j qoo 5 Tree Removal 33 EA $ 1001 $ q 6V 6 Clearing&Grubbing 1 LS $ qocro° $ 7 General Excavation 1 I 5 $ '`�$ C}ce Genexal Total $ Site Improvements 9 Concrete.Slab-6"Thick(Shelter) 400 SF 1-2 10 Concrete Slab-4"Thick(Bike Racks &Patio) 140 SF $ ej ar $ t 2J,O'�a 11 Concrete Curb(Play Area) 200 LF $ 200,0 $ _ 13 Transition Ramp (flay Area) 2 EA 14 Engineered Wood Fiber(flay Area) 2100 SF 15 Engineered Wood Fiber(frail) 16570 SF $ -6 5- _$L0,7 70-5 16 Metal Edging 1377 LF $ ° $ ' Site Improvements Total $ ,a{ , Roadway Improvements 17 Sawcurting 400 18 Level Dense 112" HMAC 55 TON $ ia8``-' $ 19 Aggregate Base 50 CY $ �'2 $ f oa�¢ 20 Concrete Curb&Gutter 370 LF $ '` 21 Standard Concrete Curb(Road-way) 60 LF $$ oJ57,00 $ +15-00 22 Concrete Stairs&Handrails 1 IL.S $ $ .3c'!-o 23 Concrete Sidewalk 1990 SF $ $ 10 24 Standard Concrete Driveway 170 SF $ 1.2-`= $ )ate 25 Remove and/or Relocate Structures&Obstructions 1 L5 $ 100ce! $ 1c Roadway Improvements Total *" �i,Q 4!" Park Structures &Funishitgs e+ 26 Shelter(including installation) 1 LS $1-405 q 27 Restroom(including instalation) 1 LS $ ° $$ 28 Installation of Owner Furnished flay Structures 1 LS $� $ 7,env"—" 29 Bench(including foundation) 5 EA $ 132-0' $ G 30 Picnic Tables (including foundation) 4 $ �0 P 31 Trash Receptacles (including foundation) 3 EA $ �{ 1 � $ J-4Z/3° 32 Bike Racks (including foundation) 2 FA $ q,' o� Park Structures&F'urdsAb2gs Total .$ 107 � P2ge 20 BID SCHEDULE East Butte Heritage Park Improvements Item 'No Description Quantity Unit Unit Price Item Total Utilities Storm.Drainage � 33 Remove Existing Storm Drainage(Roadway&Park) 1 LS $ 700cy 34 Field Inlet(Nyloplast) 1 EA $ .SC�i°r $ ` 0,0 35 Curb Break Inlet 4 EA L_L5_00_0 $ C-co 0� 36 Standard Catchbasin(Park) 1 EA $ 7T6, $ ' 37 Connect to Existing Catchbasin 2 EA $ + '?!! $ 5(w 38 8"Storm Drain Pipe 25 LF $ �"= 3 /000 = 39 000 =39 10"Storm Drain Pipe,C900 20 LF $ 40 Rock Trench.Drainage System(Play Area), 1 LS $j you $ 9 qoo=" Sanitary Sewer o 41 Connect to Existing Pipe(Street) 1 EA $ � $ J� 42 Connect Sanitary Sewer to Restroom Facility 1 EA azn� S a-00 43 Sanitary Sewer Clean out 3 EA $ f3U"r' $ 6e 44 4" Sanitary Sewer Pipe 156 LF $ .q C $ ��� WaterT 45 2"Water Line 104 LF $ D` $ A!16n 46 Connect Water Lane to Restroom 1 EA $ '95-a — $ c 0 Electrical ti-0 47 Electrical Work(Shelter&Restroom) 1 L5 $/YCM'$ 0-0o`� Ub tfes Total $ Landscaping 48 Water Quality Swale Mix2$ CY $ �°"� � 49 Soil 1 LS $ M 553°r' 05.3 50 Deciduous Trees 37 EA $ (c► $ 7. 51 Shrubs 150 EA err J�•� 52 Plugs 800 EA $ $ 53 Seed 57448 SF $ - I'L 65 f 3• p 54 Resign Build Landscape Irrigation 1 L5 $ , t7` 96 t'�'"a Landscap iff Total s 6L `M U,_ Project Total $ 0T �' � r Dollars BID TOTAL IN WORDS BIDDER'S CHECKLIST 1.0 Submittal of bid security in the amount of 10%of the bid for bids over$10,000 2. Acknowledgement of addenda form 3.❑Indication of resident/non-resident kidder in the proposal section 4.❑submittal of first tier sub-contractors disclosure form for projects over$100,000 Requirements#1,#2 And##3 are due at 2:00 PM,requirement#4 is due no later than 4:00 PM on the bid opening date Apparent lowest bidder shall submit application&©DOT pre-qualification letter within five business days after bid opening Page 21 The Undersigned agrees, if awarded the Contract, to execute and deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (100%) of the Contxact sum, using the forms provided by the City. T rSy(ies) requested to issue the Performance Bond and Payment Bond will be C f y1 rl c i v)n ct tsu--,W3eI+ZA/06-F- Come The Undersigned hereby authorizes said surety(ies) company(ies) to disclose any information to the City concerning the Undersigned's ability to supply a Performance Bond and Payment Bond each in the amount of the Contract. The Undersigned further agrees that the Bid Security accompanying the Bid is left in escrow with the City; that the amount thereof is the measure of liquidated damages which the City will sustain by the failure of the Undersigned to execute and deliver the above-named Agreement Form, Performance Bond, and Payment Bond, and that if the Undersigned defaults in either executing the Agreement Form or providing the Performance Bond and Payment Bond within ten (10) days after receiving the Contract forms, then the Bid Security may become the property of the City at the City's option;but if the Bid is not accepted within sixty (60) days of the time set for the opening of the Bids, or if the Undersigned executes and timely delivers said Agreement Form,Performance Bond, and Payment Bond, the Bid Security shall be returned.. The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted without collusion with and without any agreement, understanding, or planned common course of action with any other vendor of materials, supplies, equipment, or services described in the solicitation documents designed to limit independent bidding or competition; and (2) The contents of the Bid have not been communicated by the Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its surety on any bond furnished with the Bid and will not be communicated to such person prior to the official opening of the Bid. The Undersigned HAS 0 HAS NOT (cbeck appheable status) paid unemployment or income taxes in Oregon within the past 12 months and HAS ❑ HAS NOT (check applicable status) a business address in Oregon. The Undersigned HAS ❑ HAS NOT (check applicable status) complied with any Affirmative Action Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 279C.800 through 279C.870 pertaining to the payment of the prevailing rates of wage. The Undersigned's CCB registration number is 4/766 -1 with an expiration date of 72 Ji LI . As a condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration number. Failure to register and disclose the number will make the bid unresponsive and it will be rejected unless contrary to federal law. The Undersigned further certifies that Undersigned shall provide proof to the City prior to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful Bidder hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005(2) were registered with the Construction Contractors Board in 22 [page accordance with QRS 701.035 to 701.055 at the time the subcontractor(s) trade a bid to work under the contract- The successful Bidder hereby certifies that,in accordance with the Worker's Compensation Lase of the State. of Oregon its Worker's Compensation Insurance provider is T -- , Policy No. qY&-24 and that Undersigned shall submit Certificates of Insurance as required. Name of Company- Company ompany:Connpany Address: 7i , �/�5vn L7P /4 121 Federal Tax ID: ' 511 Telephone: 15�6 3- (;S` 61802- Fax: ,J o 70-21 (SEAL) I attest that I have the authority to comrnit the firm named above to this Bid amount and acknowledge that the firm meets the qualifications necessary to perforin this Work as outlined in the Invitation to Bid. I understand that I will be required to provide necessary information to verify that the firm meets these qualifications if selected for the subsequent Agreement. Authorized Signature: j� /(- Printed Name &Title: �/�+�I � � ° V,e— 0't Date: 26 ►� Payment information will be reported to the IRS under the name and federal taxpayer ID number provided above. Information not matching IRS records or not provided to the City could subject the successful Contractor to a twenty eight percent (28%) backup withholding. ATTACHMENT B ACKNOWLEDGMENT OF ADDENDA EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY OF TiGARD,OREGON I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: T none received, write `None Received" t 1. t 3._ 0'al f Ic 2. Cl 4. Date Signature of Proposer p-t1r, S, r Title Corporate Name 241Pacye ATTACHMENT C BID CERTIFICATIONS EAST BUTTE HERITAGE PARK IMPROVEMENTS CM OF TIGARD,OREGON Non-discrimination Clause The Contractor agrees not to discriminate against any client, employee or applicant for employment or for services, because of race, color, religion, sex, national origin, handicap or age with regard to, but not limited to, the following: employment upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; selection for training; rendition of services. It is further understood that any contractor who is in violation of this clause shall be barred from receiving awards of any-purchase order or contract from the City, unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts is unlikely. Agreed by: 1 i !lj Firm Name: _QA IU A4 L Address: 3(o 7- 151-11 L) A If:)Yz. 3_Z, Officer's signature: ' ' Type or print officer's name: V�c1 JVa+� �Sp1 ATTACHMENT D FIRST TIER SUBCONTRACTOR DISCLOSURE FORM CITY OF TIGARD,OREGON PROJECT NAME: EAST BUTTE HERITAGE PARD IMPROVEMENTS BID#: CIP 20 .3-92003 BID CLOSING: Date: March 2.G, 2013 Time: 2:00 PM This form must be.submitted at the location specified in the Invitation to Bid on the advertised bid closing date and within two working hours after the advertised bid closing time. List 'below the name of each subcontractor that will be furnishing labor or will be furnishing labor and materials and that is required to be disclosed, the category of work that the subcontractor will, be performing and the dollar value of the subcontract. Enter "NONE" if there are no subcontractors that need to be disclosed. (ATTACH ADDITIONAL SHEETS IF NEEDED). NAME DOLLAR VALUE CATEGORY OF WORK } 2) $ 3) 4) Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. Form submitted.by (bidder name); DAN If-(4-4- tv'0 Silzy e IE'►-.3 �iy°cy Contact name: A 0,-, Phone #: -Y05-67-5--68r02- AT'TACHMEN'T' E BID BOND EAST BUTTE I- ERI T'AGE PARK IMPROVEMENTS CITY OP'TIGAkD,OAEGON we, DANEAL CONSTRUCTION INC as "prirjiipal" `Name of Principal) et11d THE CINCINNATI INSURANCE COMPANY an OHIO ("orporation, (N acne of avm4q) authorized to transict Surciy business in the Staxe of Oregon, as "Surety," hexeby jointly uld sevexally bind otmelves, our respective heits, executors, adsxair4strators, successors, and assigns to pay unto the City of 'Tigard ("0bligee,,) the sur,, of TEN PERCENT OF BID and /100 Dollars (ti 10°/o OF $IQ 1 Wffl "AS,the condition of the obligation of chis baud is the Principal has submitted a bid or proposal to the Obligee in response to Obligeems solicitation for the project identified is East Butte Heritugt nark Itxipravemtats,which bid or proposed is made a paxt of this bond by reference,and Principal is regained to furnish bid security in sm amovint equal to tern percent(10%)of the to-cal amount of the hid p-ctrauan t to the solicitation docii1 ent� NN?W, THEREFORE, if the bid or psoposul submitted by Principal. is accepted, imd if a contract Pursuant to the proposal or bid is awarded to Principal, and if Prhicipal enter; inuo ind executes such conrract within the eine speczfsed in die said documents and delivers to Obligee its good and sufficient Pexfomance BDnd and Payment bond regtured by Obliges: within the rune fzced by Obligee, then Ibis olxligaticn shall be void;otherwise,it shall remain in fuli farce and effect, IN WITNESS WHEREOF, we have caused this insuument to be executed and sealed by Our duly authorized legal zepresenta fives this 20TH day of R. MARCH 2013 CIP AN CONST ION C SUVXTY.-THE CINCINNATI INSURANCE COMPANY $ ! BY;0:170RNIEy-lam_RACT Signature DAVID N FR!WON-PRESIDENT GINA M MCCLUHAN I?tint d Igatzxe i` e Attest; ' , nature 5201 SW WESTGATE DR, SUITE 300 Addxm PORTLAND, OR 97221 City State. Lip 27Pa e THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That THE CINCINNATI INSURANCE COMPANY,a corporation organized under the laws of the State of Ohio,and having its principal office in the City ofFairficld,Ohio,dozes hereby constitute and appoint Sean Dooney,Judy Price,Joseph P Riter,Gina M McCluhan,Brian Dooney, of Portland,OR its true and lawful Attornrcy(s)-in-Fact to sign, execute, seal and deliver on its behalf as Surety,and as its act and deed,any and all bonds,poli ATTACHMENT F PUBLIC IMPROVEMENT CON'T'RACT—PWR COVERED PROJECT EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY OF TIGARD,OREGON THIS CONTRACT, made and entered into this 11`'' day of April, 2013,by and between the City of Tigard,a municipal corporation of the State of Oregon, hereinafter called "City" and Da Neal Construction, Inc hereinafter called "Contractor", duly authorized to perform such services in Oregon. RECITALS WHEREAS, the City requires services which Contractor is capable of providing, under terms and conditions hereinafter described;and WHEREAS,time is of the essence in this contract and all work under this contract shall be completed within the time period stated in the Bid Proposal; THEREFORE,in consideration of the prorxuses and covenants contained herein,the parties hereby agree as follows: TERMS OF AGREEMENT 1. Services Contractor's services under this Agreement shall consist of the following: 1. Installation of restroom structure, shelter,and other park amenities. 2. Installation of storm drainage,sanitary sewer,and water line facilities. 3. Installation of engineered wood fiber pathway. 4. Installation of owner-furnished playground structures. 5. Landscaping,clearing,and irrigation system installation. C. Electrical systems for new structures. `T. Construction of concrete curb,gutter, stairs,patio,and sidewalk. 8. Construction of road base,paving,and other roadway facilities. 9. Installation of water quality swale. 10. Temporary signage,protection,and traffic control. 11. Performance of additional and incidental work as called for by the specifications and plans. 2. PrevajKag Wage The provisions of URS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages are incorporated herein by reference as if fully set forth. The Contractor agrees that the workmen in each trade or occupation required for the work to be done pursuant to the contract, employed in the performance of the Contract, either by the Contractor or Subcontractor or other person doing or contracting to do any part of the work contemplated by the Contractor shall be paid not less than the prevailing, minimum hourly rate of wage specified by the Commissioner of the Bureau of Labor,and attached hereto. If this project is subject to both Federal Davis-Bacon Act requirement and State of Oregon Prevailing Wage Rate requirements, the Contractor must ensure that workers will be paid the higher of the applicable federal or state rate. If the Contractor fails to pay for labor or services, the City may pay for 2811, , those labor and services and withhold these amounts from payments that are due the Contractor in accordance with ORS 2790.515 Contractor shall provide proof as requested to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety-in the amount of$30,000 with the Construction Contractors Board as required under Oregon PWR law. Contractor shall also require in every subcontract to this Agreement that the subcontractor file a public works bond with the Construction Contractors Board in the amount of$30,000 prior to starting work on this project unless otherwise exempt. For contracts$50,000 or greater, the City shall pay a fee equal to one-tenth of one percent (.001) of the price of the contract to the Bureau of Labor and Industries. The fee shall be paid on or before the first progress payment or sixty(60) days from the date work first began,whichever comes first. 3. Pre-Construction Conference Contractor and listed subcontractors shall attend and participate in any pre-construction conferences describer)or listed in the general conditions before any work is started on the project site. 4. Contract Documents The Contractor is hereby bound to comply with all requirements of the Contract Documents prepared by the City pertaining to this Agreement, in the City of Tigard, Oregon, and by this reference made a part hereof to the same legal force and effect as if set forth herein in full. The contract documents include the documents with the following tides that are bound in the solicitation documents and the standard documents comprised of the Oregon Standard Specification for Construction, 2008, Volume 1 and Volume 2 and the East Butte Heritage Park Project Manual and listed below. Solicitation Documents have precedence over standard documents. In the event of conflict between the Oregon Standard Specification for Construction 2008 and the East Butte Heritage Park Project Manual, the East Butte Heritage Park Project Manual shall have precedence for all site specific items on the park property while the Oregon Standard Specifications for Construction 2008 shall have precedence for all items in the public right-of--way. Solicitation Documents .Advertisement for Bids Bidding Requirements and Procedures Award and.Execution of Contract Proposal Acknowledgement of Addenda Bid Certifications—Non-Discrimination Clause First Tier Subcontract Disclosure Form Bid Bond Form Public Improvement Contract Performance Bond Payment Bond Supplementary General Conditions Special Provisions Drawings Oregon BOOLI Prevailing Wage Rates 291 P ,s Standard Documents General Conditions (Oregon Standard Specification for Construction, 2008,Volume 1 as amended b1' the Supplementary General Conditions and Special Provisions) Standard Specifications (Oregon Standard Specification for Construction, 2008,Volume 2 as amended by Special Provisions) City of Tigard Public Improvement Design Standards CWS Design and Construction Standards 07-20 Manual on Uniform Traffic.Control Devices (NIUT'CD) Electrical Service Requirements PGE—Current Volume East Butte Heritage Park Project Manual—Dated January 9,2013 S. City's Representative For purposes hereof, the City's authorized representative will be Mire McCarthy, P.E., Senior Project Engineer, who can be reached by snail at 13125 SW Hall Blvd., Tigard, Oregon 97223; by telephone: (503) 718-2462,or via email at mikem@tigard-or.gov. 6. Contractor's Representative For purpose hereof,the Contractors authorized representative will be David Erickson. 7. Contractor Identification Contractor shall furnish to the Cite the Contractor's employer identification number, as designated by the Internal Revenue Service, or Contractor's social security number, as City deems applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Three Hundred Fifty Thousand Eight Hundred Six Dollars and 26/100 Dollars ($350;806.26) for performance of those services provided hereunder,which payment shall be based upon the following applicable terns: The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement:. The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment. Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work; and for risk, loss, damage, and expense arising from the nature or prosecution of the Fork or from the action of the elements, subject to the provisions of 00170.80. The Contractor shall include the costs of bonds and insurance for the Project in the unit price for each Pay Item of Work to be performed. When the specifications state that the unit price for a Pay Item is compensation for certain materials or work essential or incidental to the Pay Item, the same materials or work will not be measured or paid under any other Pay Item. Contractor shall prepare and submit each month to the City Engineer at 13125 SW Hall Blvd, Tigard, Oregon 97223, a statement of services rendered, indicating the description of each service used in the proposal and the dollar amount of each service completed through the state date, together with a request for payment duly verified by the Contractor's Representative and copies of certified payroll statements. 301Pa8e Payment by the City shall release the City from any further obligation for payment to Contractor for services performed or expenses incurred as of the date of the statement of services. Payment of installments shall not be considered acceptance or approval of any work or waiver of any defects therein. City certifies that sufficient funds are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City-Council.. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The City shall retain the right to vithhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 250!o of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City-. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Time of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and City agree that a reasonable amount of damages for late completion is $500.00 per day= and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. C. Final Payment: The Contractor shall notify the City in writing when the Contractor considers the project complete,and the City shall,within 15 days after receiving the written notice,either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor, to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when foal payment is tendered to the Contractor. If the City does not, within 15 days after receiving written notice of completion, notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or liens,the Contractor may submit in lieu of evidence of payment,a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 311Paae 9. Status Of Contractor As Independent Contractor Contractor certifies that;. A. Contractor acknowledges that for all purposes related to this Agreement, Contractor is and shall be deemed to be an independent Contractor as defined by ORS 670.600 and not an employee of City, shall not be entitled to benefits of any kind to which an employee of City is entitled and shall be solely responsible for all payments and taxes required by law. Furthermore, in the event that Contractor is found by a court of Paw or any administrative agency to be an employee of City for any purpose, City shall be entitled to offset compensation due, or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the full, extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City, or any partnership or corporationin which a City employee has an interest, has or -%ill receive any remuneration of any description from Contractor, either directly or indirectly, in connection with the letting or performance of this Agreement,except as specifically declared in writing. C. If this payment is to be charged against Federal funds, Contractor certifies that he or she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the tSPe of service provided. D. Contractor and its employees,if any, are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System. E. Contractor certifies that it currently has a City business license or uU obtain one prior to delivering services under this Agreement. F. Contractor is not an officer, employee, or agent of the City as those terms are used in CORS 30.265. 10. Subcontracts -Assignment&Relegation Contractor shall subunit a list of Subcontractors for approval by the City, and Contractor shall be fully responsible for the acts or omissions of any Subcontractors and of all persons employed by them, and neither the approval by City of any Subcontractor nor anything contained herein shall be deemed to create any contractual relation between the Subcontractor and City. This agreement, and all of the covenants and conditions hereof, shall inure to the benefit of and be binding upon the City and the Contractor respectively and their legal representatives. Contractor shall not assign any rights not delegate any duties incurred by this contract, or any part hereof without the written consent of City,and any assignment or delegation in violation hereof shall be void. Any and all subcontracts issued by the contractor shall contain a provision that workers shall be paid not less that the PSR Law specified minimum wage. 3z p 1 l 1. Contractor- Pa trent of Benefits -Hours of Work A. The Contractor shall: 1) Make payment promptly, as due, to all persons supplying to such Contractor labor or material for the prosecution of the work provided for in this contract; 2) Pay all contributions or amounts due the under the Industrial Accident Fund form the Contractor or subcontractor incurred in the performance of this Agreement, 3) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316-167. 4) Not permit any lien or claim to be filed or prosecuted against the City of Tigard, on account of any labor or material furnished; B. The Contractor or the Contractor's Surety and every Subcontractor or the Subcontractor's Surety shall file certified statements with the City in writing in form prescribed by the Commissioner of the Bureau of Labor and Industries, certifying the hourly rate of wage paid each worker which the Contractor or the Subcontractor has employed upon such public work, and further certifying that no worker employed upon such public work has been paid less than the applicable prevailing rate of wage, which certificate and statement shall be verified by the oath of the Contractor or the Contractor's Surety or Subcontractor or the Subcontractor's Surety that the Contractor or Subcontractor has read such statement and certificate and knows the contents thereof and that the same is true to the Contractor's or Subcontractor's knowledge. 1) The certified statements shall set out accurately and completely the payroll records for the prior week, including the same and address of each worker, the worker's correct classification, rate of pay, daily and weekly number of hours worked, deductions made and actual wages paid. 2) Each certified statement required herein shall be delivered or mailed by the Contractor or Subcontractor to the City. A true copy of the certified statements shallalso be filed at the same time with the Commissioner of the Bureau of Labor and Industries. Certified statements shall be submitted as follows: a) Each Contractor or Subcontractor shall preserve certified statements for a period of three years from the date of completion of the contract. C. The Contractor agrees that if the Contractor fails,neglects or refuses to make prompt payment of any claim for labor or services furnished to the Contractor or a Subcontractor by any person in connection -with this contract as such claim becomes due, the proper office of the City of Tigard may pay such claim to the person furnishing the labor or services and charge the amount of the payment against funds due or to become due to the Contractor by reason of such contract. Payment of a claim in this manner shall not relieve the Contractor or the Contractor's Surety from obligation with respect to any unpaid claims. D. Contractor agrees that no person shall be employed for more than ten (10) hours in any one day, or 40 hours in any one week, except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it, in which event, the person so employed for excessive hours shall receive at least time and a half pay for the following: 331 P 1) For all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday; or 2) For all overtime in excess of 10 hours in any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 2790.540. E. The Contractor agrees to provide a written schedule to all employees showing the number of hours per dal-and days per week the employee may be required to work. F. No City employee shall be required to work overtime or on a Saturday, Sunday or holiday- in the fulfillment of this contract except where the Contractor agrees to reimburse the City mi the amount of money paid the employee for such work as determined by state law, the City's personnel rules or union agreement The Contractor shall require every, subcontractor to comply with this requirement. G. if Contractor or any first-tier subcontractor fails to pay a person furnishing labor or material within 30 days after receipt of payment form the City or from the Contractor to a subcontractor, the Contractor or first-tier subcontractor shall owe the person the amount due plus interest commending at the end of the 10 day period that the payment is due under ORS 279C.580, unless payment is subject to a good-faith dispute. The interest rate shall be as specified in ORS 279C.515(2)_ 1f the Contractor or any subcontractor fails, neglects,or refuses to pay a person furnishing labor or material, the person may file a complaint with the Construction Contractors Board, unless the payment is subject to a good faith dispute as defined in ORS 279C.580. H. Contractor shall include a clause in each contact with a subcontractor a requirement that the contractor pay the subcontractor for satisfactory performance within 10 days of receipt of payment from the City- for the work. Contractor shall include in contracts with subcontractors an interest provision for such paymentsin compliance with ORS 2790.580. Contractor shall include a clause in each contract with a subcontractor requiring the subcontractor to meet the same payment and interest standards as required by ORS 279C.580 (4). 12. Drug Testing Program ORS 2790.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a drug-testing program is in place by signing of the contact. The drug testing program will apply to all employees and will be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract. 13. Contractor's Employee MedicalPayments Contractor agrees to pay promptly as due, to any person, copartnership, association or corporation furnishing medical, surgical, and hospital care or other needed care and attention incident to sickness or injury to the Contractor's employees, all sums which the Contractor agreed to pay for such services and all money and suras which the Contractor collected or deducted from employee gages pursuant to any law, contract or agreement for proN iding or paying for such service as referenced in ORS 279C.530. 341 I 14. Early Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute; or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of the Contract. B. Payment of Contractor shall be as provided by (QRS 2790.660 and shall be prorated to and include the day of termination and shall be in full satisfaction of all claims by Contractor against City under this Agreement. C. Termination under any provision of this paragraph shall not affect any right, obligation, or liability of Contractor or City which accrued prior to such termination. 15. Cancellation with Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City,under any of the following conditions: 1) If City funding from federal, state, local, or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds, 2) If Federal or State regulations or guidelines are modified, changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement, 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors, agents, and employees to provide the services required by this Agreement is for any reason denied,revoked, or not renewed,or 4) If Contractor becomes insolvent, if voluntary or involuntary petition in bankruptcy is filed by or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an assignment for the benefit of creditors of Contractor. Any such termination of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party already accrued prior to such tearnunation. B. City, by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this agreement within the time specified herein or any extension thereof,or 2) If Contractor fails to perform any of the other provisions of this Agreement,or so fails to pursue the work as to endanger performance of this agreement in accordance with its terms, and after receipt of written notice from City, fails to correct such failures within ten (10) days or such other period as City may authorize. 351P The rights and remedies of City provided in the above clause related to defaults (including breach of contract) by Contractor shall not be exclusive and are in addition to any other rights and remedies provided by lav or under this Agreement. If City terminates this Agreement under paragraph (b), Contractor shall be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred, an amount which bears the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered by Contractor bear to the total services otherwise required to be performed for such total fee; provided, that there shall be deducted from such amount the amount of damages, if any,sustained by City due to breach of contract by Contractor. Damages for breach of contract shall be those allowed by Oregon law, reasonable and necessary attorney fees, and other costs of litigation at trial and upon appeal. 16. Access to Records City shall have access to such book, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit, examination, excerpts,and transcripts. 17. Work is Property of City All work performed by Contractor under this Agreement shall be the property of the City. 18. Adherence to Law A. Contractor shall adhere to all applicable laws governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers" compensation,and minimum and prevailing wage requirements. B. To the extent applicable, the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 5173 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975, and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference incorporated herein to the same force and affect as if set forth hereinin full. If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances or regulations occurring after the submission of the successful bid, the City shall issue a Change Order setting forth the additional work that must be undertaken. The Change Order shall not invalidate the Contract and there shall be, in addition to a reasonable extension,if necessary,of the contract time, a reasonable adjustment in the contract price,if necessary, to compensate the Contractor for all costs and expenses incurred,including overhead and profits,as a result of the delay or additional work. Pursuant to ORS 279C.525 (1), the following list identifies Governmental Agencies of which the City has knowledge that have enacted Environmental Laws which may affect the performance of the work: 36JP FEDERAL AGENCIES r' Agriculture • Department of Forest Service • Soil Conservation Service Defense • Department of Army Corps of Engineers ➢ Energy • Department of Federal Energy Regulatory Commission i' Environmental Protection Agency Department of Health and Human Services i' Housing and Urban Development • Department of Solar Energy Conservation Bank Interior,Department of • Bureau of Sports Fisheries and Wildlife • Bureau of Outdoor Recreation ■ Bureau of Land Management • Bureau of Mines • Bureau of Indian Affairs • Bureau of Reclamation ■ Geological Surrey • Minerals Management Serv=ice i> Labor,Department of • Mine Safetyand Health Administration • Occupational Safety and Health Administration +� Transportation,Department of • Coast Guard • Federal Highway Administration Water Resources Council STATE AGENCIES i Administrative Services,Department of i' Agriculture,Department of Columbia River Gorge Commission > Consumer&Business Sen-Ices, Department of Oregon Occupational Safety&Health Di-6sion i' Energy,Department of Y Environmental Quality,Department of y Fish and Wildlife,Department of }' Forestrv, Department of Geology and Mineral Industries, Department of i� Human Resources,Department of i= Land Conservation and Development Commission ➢ Parks and Recreation, Department of Soil and Water Conservation Commission State Engineer State Land Board ►' Fater Resources Board 371P LOCAL AGENCIES > City Council )> County Court County Commissioners, Board of y' fort Districts i> Metropolitan Services Districts County Service Districts Y Sanitary Districts i� Water Districts Fire Protection Districts 19. Chaxiges City may at any time, and without notice, issue a written Change Order requiring additional work within the general scope of this Contract, or any amendment thereto, or directing the omission of or variation in work. If such Change Order results in a material change in the amount or character of the work, an equitable adjustment in the Contract price and other provisions of this Contract as may be affected may be made. Any claim by Contractor for and adjustment under this section shall be asserted in writing within thirty (30) days from the date of receipt by Contractor of the notification of change or the claim will not be allowed. Whether made pursuant to this section or by mutual agreement, no change shall be binding upon City until a Change Order is executed by the Authorized Representative of City,which expressly states that it constitutes a Change Carder to this Contract. The issuance of information, advice, approvals, or instructions by City's Representative or other City personnel shall not constitute an authorized change pursuant to this section. Nothing contained in this section shall excuse the Contractor from proceeding with the prosecution of the work in accordance with the Contract, as changed. 20. Force Majeure Neither City nor Contractor shall be considered in default because of any delays in completion of responsibilities hereunder due to causes beyond the control and without fault or negligence on the part of the party so disenabled, including, but not restricted to, an act of God or of a public enemy, volcano, earthquake, fire, flood, epidermic, quarantine, restriction, area-wide stere, freight embargo, unusually severe weather or delay of Subcontractor or suppliers due to such cause; provided that the party so disenabled shall within ten (10) days from the beginning of such delay, notify the other party in writing of the causes of delay and its probable extent. Such notification shall not be the basis for a claim for additional compensation. Each party shall, however, mare all reasonable efforts to remove or eliminate such a cause of delay or default and shall, upon cessation of the cause, diligently pursue performance of its obligation under Contract. 21. Nonwaiver The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms of this contract or to exercise any rights hereunder shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon such terms or rights on any future occasion. 22. Warranties All work shall be guaranteed by the Contractor for a period of one year after the date of final acceptance of the work by the Owner. Contractor warrants that all practices and procedures, workmanship, and materials shall be the best available unless otherwise specified in the profession. 38013 _ Neither acceptance of the work nor payment therefore shall relieve Contractor from liability under warranties contained in or implied.by this contract. 23. Attorney's Fees, In case suit or action is instituted to enforce the provisions of this contract, the parties agree that the losing parts' shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Governing Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions arising under this Agreement must be brought in the appropriate court of the State of Oregon. 25, Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of thisinstrument and the proposal of the Contractor, this instrument shall control and nothing herein shall be considered as an acceptance of the said teams of said proposal conflicting herewith. 26. Indemnification Contractor warrants that all its work will be performed in accordance with generally accepted professional practices and standards as well as the requirements of applicable federal, state and local lacus,it being understood that acceptance of a contractor's work by City shall not operate as a waiver or release. Contractor agrees to indemnify and defend the City, its officers, agents and employees and hold them harmless from any and all liability, causes of action, claims, losses, damages, judgments or other costs or expenses including attorney's fees and witness costs and (at both trial and appeal level, whether or not a trial or appeal ever takes place) that may be asserted by any person or entity which in any way arise from, during or in connection with the performance of the work described in this contract, except liability arising out of the sole negligence of the City and its employees. If any aspect of this indemnity shall be found to be illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this indemnification. 27. Insurance Contractor and its subcontractors shall maintain insurance acceptable to City in full force and effect throughout the term of this contract. Such insurance shall cover all risks arising directly or indirectly out of Contractor's activities or work hereunder, including the operations of its subcontractors of any tier. Such insurance shall include provisions that such insurance is primary insurance with respect to the interests of City and that any other insurance maintained by Citi- is excess and not contributory insurance with the insurance required hereunder. The policy or policies of insurance maintained by the Contractor and its subcontractor shall provide at least the following limits and coverages: A. Commercial General Liability Insurance: Contractor shall obtain, at contractor's expense, and keep in effect during the term of this contract, Comprehensive General Inability Insurance covering Bodily Injury and Propert3T Damage on an "occurrence" form (1996 ISO or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this contract. The following insurance will be carried: 39 N f' :: . . Coverage Limit General Aggregate $x,000 000 Products-Completed.Operations Aggregate $1,Q00,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 Medical Expense (Any one person) $5,000 B. Commercial Automobile Insurance: Contractor sball also obtain, at contractor's expense, and keep in effect during the term of the contract, "Symbol 1" Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles. The Combined Single Limit per occurrence shall not be less than$2,000,000. C. Workers' Compensation Insurance: The Contractor, its subcontractors, if any, and all employers providing work, labor or materials under this Contract are subject employers under the Oregon Workers' Compensation Law and shall comply with ORS 656.017, which requires them to provide workers' compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Contractors who perform work without the assistance or labor of any employee need not to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits of not less than$100,000 each accident. D. Additional Insured Provision: The City of Tigard, Oregon, its officers, directors, employees, and ti olunteers shall be added as additional insureds with respect to this contract. All Liability Insurance policies will be endorsed to show this additional coverage. E. Insurance Carrier R� Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The City reserves the right to reject all or any insurance carriers)with an unacceptable financial rating. F. Certificates of Insurance: As evidence of the insurance coverage required by the contract, the contractor shall furnish a Certificate of Insurance to the City. No contract shall be effected until the required certificates have been received and approved by the City. The certificate will specify and document all provisions within this contract. A renewal certificate will be sent to the above address 10 days prior to coverage expiration. G. Independent Contractor Status: The service or senlices to be rendered under this contract are those of an independent contractor. Contractor is not an officer, employee or agent of the City as those terms are used in ORS 30.265. H. Primary Coverage Clarification: All parties to this contract hereby* agree that the contractor's coverage will be primary in the event of a loss. X. Cross-Liability Clause: A cross-liability clause or separation of insureds clause will be included in all general liability and auto policies required by this contract. 401 _ . A copy of each insurance policy, certified as a true copy by an authorized representative of the issuing insurance company, or at the discretion of City,in lieu thereof, a certificate in form satisfactory to City certifying to the issuance of such insurance shall be forwarded to: City of Tigard Attn: Risk Management 13125 SW Hall Blvd Tigard, Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. Ten days cancellation notice shall be provided City by certified mail to the name at the address listed above in event of cancellation or non-renewal of the insurance. The procuring of such required insurance shall not be construed to limit contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage, injury, or loss caused by negligence or neglect connected with this contract 28. Method and Place of Giving Notice, Submitting Bills and Making Payments All notices, bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY OF TIGARD DA NEAL CONSTRUCTION Attn: Mike McCarthy,P.E.,SR Project Engineer Attn: David Erickson Address: 13125 S`X'Hall Blvd Address: 36296 NE Wilsonville Rd Tigard, Oregon 97223 Newberg,OR 97132 Phone: (503) 718-2462 Phone: 503-625-6802 Fax: 503 624-0752 Fax: 503-625-2036 EmO: p1lemt gard-ori o� Email: (insert address) and when so addressed, shall be deemed given upon deposit in the United States mai],postage prepaid. In all other instances, notices, bilis and payments shall be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to whom notices, bills and payments are to be given by giving written notice pursuant to this paragraph. 29. Hazardous Materials Contractor shall supply City with a list of any and all hazardous substances used in performance of this Agreement That list shall identify the location of storage and use of all such hazardous substances and identify the amounts stored and used at each location. Contractor shall provide City with material safety data sheets for all hazardous substances brought onto City property, created on City property or delivered to City pursuant to this Agreement For the purpose of this section, "hazardous substance" means hazardous substance as defined by ORS 453.307(5). Contractor shall complete the State Fire Marshall's hazardous substance survey as required by ORS 453.317 and shall assist City to complete any such survey that it may be required to complete because of substances used in the performance of this Agreement. 30. Hazardous Waste If, as a result of performance of this Agreement, Contractor generates any hazardous wastes, Contractor shall be responsible for disposal of any such hazardous wastes in compliance with all applicable federal and state requirements. Contractors shall provide City with documentation, 411 PO 12 C including all required manifests, demonstrating proper transportation and disposal of any such hazardous wastes. Contractor shall defend, indemnify, and hold hariTAess City for any disposal or storage of hazardous wastes generated pursuant to this Contract and any releases or discharges of hazardous materials. 31. Severability In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any court of competent jurisdiction, the remainder of this Agreement shall remain in full force and effect and shall in no way be affected or invalidated thereby. 32. Demolition—Salvage and Recycling As required by DRS 2790.510, Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective. 33. Complete Agreement This Agreement and attached exhibits constitutes the entire Agreement between the parties. No waiver, consent, modification, or change of terms of this Agreement shall bind either party unlessin writing and signed by both parties. Such waiver, consent, modification, or change if made, shall be effective only in specific instances and for the specific purpose given. There are no understandings, agreements, or representations, oral or written, not specified herein regarding this Agreement. Contractor, by the signature of its authorized representative,hereby acknowledges that he has read this Agreement,understands it and agrees to be bound by its terms and conditions. IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized undersigned officer and Architect has executed this Agreement on the date hereinabove first written. Approved by Tigard's Local Contract Review Board: April 9,2013. CiTy of TIGARD DA E C S'I'RUCTION �lJ a n2A Signature tol Signature Printed Name&Title Printed Name&Title Date Date 42 1 , . . ATTACHMENT G PERFORMANCE BOND EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY OF TIGARD,OREGON Bond Number: 8-9116267 Project Name: EAST BUTTE HERITAGE PARK IMPROVEMENTS THE CINCINNATI INSURANCE COMPANY`Surety#1) Bond Amount No. 1. 350,806.00 (Surety#2)* Bernd Amount No.2:* $- 'Y-ting multple sunlies Total Penal Sum of Bond: $_350,1106.00 We, DANEAL CONSTRUCTION INC as P.tincipal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs, executors,administrators,successors, and assigns fixrnly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sure of (total Penal Sum of Bond)THREE HUNDRED FIFTY THOUSAND EIGHT HUNDRED SIX----- (Provided, that we the Sureties bind ourselves in such sum "jointly and severally„ as well as "severally„ only for the purpose of allowing a joint action or actions against any or all of us, and for all other putposed each Surety binds itself,. jointly and severally with.the Principal, for the payment of such sutra only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans,specifications, terms, and conditions of which are contained in the above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Performance Bond by reference,whether or not attached to the contract(all hereafter called"Contract");and WHEREAS, the Principalhas agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance,notice of any such modifications hereby being waived by the Surety. NOW, THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the principal herein shall faithfully and truly observe and comply with the terms of the contract and performs the contract within the time prescribed by the contract, then this obligation is null and void; otherwise it shall remain in full force and effect. If the contractor is declared by City to be in default under the contract, the surety shall promptly remedy the default, perform all of contractor's obligations under the contract in accordance with its terms and conditions and pay to City all damages that are due under the contract. This obligation jointly and severally binds the contractor and surety and their respected heirs, executors, administrators, and successors. Nonpayment of the bond premium shall not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is executed for the purpose of complying with QRS 279C and the Tigard Public Contracting Rules, [lie provisions of which are incorporated herein and made a part hereof. Said surety for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract, or the work to be performed thereunder, or the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. 431Pa c IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR D LJLY AUTHORIZED LEGAL RETRE:SENTA T IV ES. Dated this 15TH dap of APRIL 2015 �PRINftP -. ..NEAL CONSTRTION INC 13�: 5 signature DAVID N, ERICKSON-PRESIDENT Printcd N &' Attest: ��fCZ" SURETY; THE CINCINNATI INSURANCE COMPANY (Arid signatures for each surety if wimg multiple bonds) BY ATTORNEY-IN-FACT: (Pasver rf-Attorney mast accompany each srrr,ty bawd) JOSEPH P. RITER NWab-ue Si 5201 SW WESTGATE DR, #300 Address PORTLAND OR 97221 City State ZIP 503-296-0077 503-295-0044 Phone Fax 441F,a c ATTACHMENT H PAYMENT BOND EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY OF TIGARD,OREGON Bond Number: B-9116267 Project Name: EAST BUTTE HERITAGE PARK IMPROVEMENTS THE CINCINNATI INSURANCE COMPANY (Surety#1) Bond Amount No. 1: 350,806.00 (Surety#2)* Bond Amount No.2:* *lfrrsing multiple sureties Total Penal Sum of Bond: $358,$06.00 We, DANEAL CONSTRUCTION INC as Pnincipal, and the above identified Surety(ies), authorized to transact surety, business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs,executors,administrators,successors,and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sunn of (total Penal Sum of Bond) THREE HUNDRED FIFTY THOUSAND EIGHT HUNDRED SIX----------- (Provided, that we the Sureties bind ourselves in such sura "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Payment band by reference,whether or not attached to the contract Fall hereafter called"Contract"};and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and schedule of contract prices which are set forth in the Contract and any attachments, and all authorized modifications of the Contract which increase the amount of the work, or the cost of the Contract,or constitute authorized extensions of time for performance of the Contract,notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the Principal shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things by it undertaken to be performed under said Contract and any duly authorized modifications that are made,upon the terms set forth therein,and Within the time prescribed therein, or as extended therein as provided in the Contract, with or without notice to the Sureties,and shall indemnify and save harmless the City of Tigard its officers,agents,and employees against any claire for direct or indirect damages of every bind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Contractor or its subcontractors, and shall promptly pay all persons supplying labor, materials, or both to the Principal or its subcontractors for prosecution of the work provided in the Contract; and shall promptly pay all contributions dine the State Industrial Accident Fuad and the State Unemployment Compensation Fund from the Principal or its subcontractors in connection with the performance of the Contract; and shall pay over to the Oregon Department of Revenue all sums required to be deducted and retained from the wages of employees of the Principal and its subcontractors pursuant to ORS 316.167, and shall per='t no lien nor claim to be Fled or prosecuted against the City on account of any labor or materials furnished; and shalt do all things required of 45[Paae the Principal by the laws of rhe State of Oregon, then this obligation shall be void;otherwise,it shall remain ill fall force and effect Nonpayment of the bond pretniuin will,not invalidate this bond nor shall the City of'Iigard be obligated for the. payment of any premiums. This bond is given and received under the authority of ORS Chapter 2790 and Tigard Public. Contracting Rules, the provisions of which are incorporated into this bond and made a part hereof. IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTFiORIZED LEGAL REPRESENTA'I'IVE5. Dated this 15TH day of APRIL 2013 PRTP+] IP • ANEAL CONS LECTION INC By r Signature DAVID N. ERICKSON -PRESIDENT Printed Name&T' f r J � Atter SURETY; THE CINCIN ATI INSURANCE COMPANY (Add signatures for each surety if msing mmlhple bonds) BY A'i'f ORNEY-IN-FACI': (Power-of-rlttarn mint dccr�rn any exh surety bond) JOSEPH RITER Narn r Si attire 5201 SW WESTGATE DR,#30.0 Address PORTLAND OR 97221 City State Lip 503-296-0077 503-296-0044 Phone Fax 46f c THE CINCINNATI INSURANCE COMPANY Fairfield, Ohio POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That THE CINCINNATI INSURANCE COMPANY,a corporation organized under the laws of the State of Ohio,and having its principal office in the City of Fairfield,Ohio,does hereby constitute and appoint Sean Dorney,Judy Price,,Joseph P Riter,Gina M McCluhan,Brian Dooney, of Portland,OR its true and lawful Attorney(s)-in-Fact to sign, execute, sea[ and deliver on its behalf as Surety,and as its act and deed,any and all bonds,policies,undertakings,or other Iike instruments,as follows: Any such obligations in the United States, Twenty Five Million Dollars and 001100 ($25,000,000100) This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company at a meeting held in the principal office of the Company,a quorum being present and voting,on the 6th day of December, 1958,which resolution is still in effect: RESOLVED,that the President or any Vice President be hereby authorized, and empowered to appoint Attorneys-in- Fact of the Company to execute any and all bonds,policies,undertakings, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attomey-in-Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or authority.Any such writings so executed by such Attorneys-in- Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. This Power of Attomey is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 7th day of December, 1973, RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted,and the signature of the Secretary or Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing such facsimile signature and seal sha)l be valid and binding on the Company,Any such power so executed and scaled and certified by certificate so executed and scaled shall,with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company; IN WITNESS WHEREOF,THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal,duly attested by its Vice President this Ist day of April,2007. �•' �% THE CINCINNATI rNSURANCE COMPANY 13n CORA(tRFTE 13 Y 5 E A 1. STATE.OF OHIO )ss: � , COUNTY OF BUTLER } Vice President On this Ist day of April, 2007, before me came the above-named Vice President of THE CINCINNATI INSURANCE COMPANY,to me personally known to be the officer described herein,and acknowledged that the seal affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly axed and subscribed to said instrument by the authority and direction of said corporation. r ►�� 9 '•r,.,�.•s'0�+, ##V ARK J. HU R,Attorney at Law ir 1Y# OTARY F'U I -STATE of 0,ilo r,r���yRtill My commissi has no expiration date. Section 147.03 O.R.C. I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in full force and effect. GIVEN under my hand and seal of said Company at Fairfield,Ohio, this day of O v CORP(1RAT[ 4 - SEAL Secretary AHll3 BN-1005 (3/02) ATTACHMENT I SUPPLEMENTARY GENERAL CONDITIONS EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY OF TIGARO,OREGON The following provisions supplement and amend the General Conditions (defined in the Agreement). Section 00120,Bidding Requirements and Procedures -- Note that this section has been modified earlier in these bid documents Section 00130,Award and Execution of Contract— Note that this section has been modified earlier in these bid documents Section 00150.1.0(x) Order of Precedence-- .add the following: The East Butte Heritage Park Project Manual (Dated January 9, 2013) is a standard specification for this project. In the:event of conflict between the Oregon Standard Specification for Construction and the East Butte Heritage Park Project Manual, the East Butte Heritage Park Project Manual shall have precedence for all site specific items on the park property while the Oregon Standard Specifications for Construction shall have precedence for all items in the public right-of-way. Section.00150.40(a) Cooperation and Superintendence by the Contractor, General--Add the words, "within the limitations in Oregon Lax-regarding public records." to the end of the sentence in bullet item 7. Section 00160.10 Ordering,Producing and Furnishing Materials --Delete the last two sentences in the opening paragraph. Section 160.10(b)Approval of Quantity of Materials Ordered-- Delete the sentence,"Therefore, the Contractor is cautioned to order or produce Nfaterials only after having received the approval of the Engineer. " Delete the sentence,"Excess Materials,ordered or produced by the Contractor,without approval of the Engineer,may be purchased by the Agency at the sole discretion of the Agency. (see 00195.80)" Section 165.03 Testing by Agency--Delete the wards "its central laboratory, field laboratories, or other" from the first sentence. Section 170.10(d) Agency's Payment of the Contractor's Prompt Payment Obligations --change the word"ODOT"to "agency" Section 170.70,Insurance--Delete entire section. Note that insurance requirements are included in the sample contract earlier in these bid documents. Section 170.72 Indemnity/Hold Harmless --Delete entire section. Note requirements included in the sample contract earlier in these bid documents. Section 170.94 Use of Explosives --Change the first sentence to read,"The Contractor shall obtain the l s'ngineer's approval and shall comply with all Laws pertaining to the use of explosives." 471Pa e Section 180.20(a) Subcontracting Limitations, General--Delete the first sentence. Section 180.22 Payments to Subcontractors and Agents of the Contractor-- Delete the second paragraph. Section 180.31 (b)(1) Reason for Substitution--Add the following word to the beginning of the first bullet: "In the judgment of the Engineer". Section 180.50(c) Beginning of Contract Time-- change the paragraph to read, "When the Contract Time is stated in Calendar Days, counting of Contract Calendar Days will begin with the &st Calendar Day fallowing the date of the Notice to Proceed." Section 195.10 Payment for Changes in Materials Costs,Delete entire section. Section 195.12 Steel Material Price Escalation/De-Escalation Clause--Delete entire section. Section 195.50(a)(2)Value of Materials on Hand -- Delete paragraph. Section 195.50(b) Retainage: Change the first paragraph to read. "The amount to be retained from progress payments will be 5%of the value of Work accomplished,and will be retained in one of the forms specified in Subsection (c) below. Section 195.60 Advance Allowance for Materials on Hand: Delete entire section. Section 195.80 Allowance for Materials Left on Hand: Delete entire section. Section 199.40 Claims Decision Review: Delete entire section. 481 -' :: _ c ATTACHMENT J SPECIAL PROVISIONS EAST BUTTE HERITAGE PARK IMPROVEMENTS CITY 4F TIGARD,OREGON The Special Provisions contained herein have been prepared by or under the direction of the following Registered Engineer. Mike McCarthy,P.E. PRO�c� r2l 583 8PE OREGON � ?i,Iaq� DAVID '�'P EXPIRES: 'L17 WORK TO BE DONE The Work to be clone under this Contract consists of constructing park improvements and associated work in public right-of-way as per the plans and specifications entitled. CITY OF TIGARD OREGON EAST BUTTE HERITAGE PARK IMPROVEMENTS APPLICABLE SPECIFICATIONS The standard specifications applicable to the Work on this Project are the 2008 edition of the Oregon Standard Specifications for Construction and the East Butte Heritage Park Project Manual(Dated January 9,2013). In the event of conflict between the Oregon Standard Specification for Construction and the East Butte Heritage Park Project Manual,the East Butte Heritage Park Project Manual shall have precedence for all site specific items on the park propems while the Oregon Standard Specifications for Construction shall have precedence for all items in the public right-of-way. All work shall be in accordance with these specifications except where specifically modified in this document and on the plans. For this project,when the Oregon Standard Specification for Construction says`Agency'it may typically be understood to mean `City'in project-specific cases,but may refer to the Oregon Department of Transportation,especially in cases of standards and testing. 491P igL All number references in these Special Provisions shall be understood to refer to the sections and subsections of the Oregon Standard Specifications for Construction bearing tike numbers unless specifically noted otherwise or if numbers follow the format of the East Butte heritage Park Project Manual. Section 00120—Bidding Requirements and Procedures Note that this section has been modified earlier in these bid documents Section 00130--Award and Execution of Contract Note that this section has been modified earlier in these bid documents Section 00140—Scope of Work 00140.90—Final trimming and Cleanup—Add the following: The contractor shall maintain the entire project area in a neat and clean condition (as determined by the Project Manager) throughout the entire project, and shall meet the requirements of this subsection and remove any and all remaining unincorporated materials and debris and perform any and all cleanup tasks directed by the.Project Manager prior to requesting final inspection. Section 00150—Control of Work Comply with Section 00150 of the Standard Specifications supplemented and/or modified as follows. 00150.10 Coordination of Specifications and the plans (a) Order of Precedence --Add the following: The East Butte Heritage Park Project Manual (.Dated January 9, 2013) is a standard specification for this project. In the event of conflict between the Oregon Standard Specification for Construction and the East Butte Heritage Park Project Manual, the East Butte Heritage Park Project Manual shall have precedence for all site specific items on the park property while the Oregon Standard Specifications for Construction shall have precedence for all items in the public right-of-way. 00150.15 Construction Stakes, Lines, and Grades: add the following: (c) Contractor Responsibilities Add the following bulleted item to the end of this paragraph: • The Contractor shall examine the stakes before commencing work. Where the validity of a stake(s) is questioned, Contractor shall promptly-notify the Engineer to check such stake(s) before proceeding. 00150.40 Cooperation and Superintendence by the Contractor: 50 1 (a) General- Add the following to the end of the 1"bulleted itern: • Mark plans as the work progresses to show all revisions and the actual locations of existing utilities. Contract Documents shall be available for inspection by the Engineer. Upon completion of the contract and prior to final payment, the noted revisions and mark ups shall be turned over to the Engineer. 00150.50 Cooperation with Utilities - Add the following: (#) Utility Information: The locations of facilities shown on the plans were derived from the best information available. It shall be the responsibility of the Contractor to verify the existence and exact locations of underground facilities prior to construction. Any existing facilities damaged by the Contractor's operations shall be restored or replaced to an equal or better condition (in the judgment of the Engineer) at the expense of the Contractor. Contractor shall pothole all potential conflicts ahead of actual construction and report exact location, elevation, potential for conflict, and all other relevant information for all utility crossings or other potential conflicts to the project manager prior to construction. Potential conflicts may be shown on these bid documents, marked (such as by utility locates) on the site,as identified by the engineer, or anywhere else a contractor could reasonably anticipate a conflict. The city will not pay for any down time associated with unanticipated utility conflicts during construction. For utility locate markings, the Contractor shall notify the Utility Notification Center at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or any other work close to any underground pipeline, conduit, duct, wire or other structures. The Contractor shall be solely responsible for maintaining utility locate markings until project construction is complete. There are significant gas lanes in the vicinity of this project. Before starting work, contractor shall obtain all necessary permits and approvals from NW Natural. This will typically include a requirement to contact NW Natural 72 hours in advance of excavating near gas lines in order to schedule a N'X' Natural inspector to be on site to ensure compliance with conditions stipulated by NW Natural. The Contractor shall also notify all utilities that may be affected by the construction operation at least 48 hours in advance that their services may possibly be affected by the work and make reasonable accommodations (in the judgment of the city's Project Manager) for the operation of these utilities. The following information is included for the Contractor's convenience: Utility Notification Center 503-246-6699 or 800-332-2344 LTdiky A�encContact Phone 511 P Water City of Tigard John Goodrich 503-718-2596 24-hour 503-639-1554 Sanitary Sewer City of Tigard. Rob Block 503-718-2607 Storm Sewer City of Tigard Rob Block 503-718-2607 Power PGE 24-hour 503-464-7777 Damage&Repair 503-736-5662 Tiffany Ritchey 503-764-6935 Carl Krutka 503-849-6746 Cable Comcast Iran Chandler 503-849-4738 Nfargaret Porter 503-372-1383 Damage &Repair 503-617-1212 Telephone Frontier 24-hour 1-877-462-8188 Larry Wheeler 503-512-9356 Gas NW Natural Bob Feller 503-816-0299 Damage &Repair 503-226-4211 00150.55 Cooperation with Other Contractors—Add the following: Certain work within this contract requires coordination with the work of other agencies or contractors.The Contractor shall cooperate fully with other agencies/ contractors and carefully fit his own work to such other work as may be directed by the Engineer. The Contractor shall not commit or permit any act to be committed which will interfere u-ith the performance of work by any other agency/contractor. Section 00160—Source of Materials Comply with Section 00160 of the Standard Specifications supplemented and/or modified as follows. 00160.30 Agency (City)-Furnished Materials —Add the following; The city has purchased the play structures to be installed as part of this project. The play structures are located: in the Public Forks storage yard located at 12800 SW Ash Ave,Tigard, OR 97223. All pieces have been inspected and had not been damaged at the time of inspection. Coordinate with Engineer to arrange pickup of these materials. See section 00235 for installation instructions. 52! I' Section 00170—Legal Relations and.Responsibilities Comply with Section 001.70 of the Standard Specifications supplemented and/or modified as follows. 00170.80 Responsibility for Damage to Work: (a) Responsibility for Damage in General—Add the following: The Contractor shall perform Work, and furnish Materials and Equipment for incorporation into the Work, at the Contractor's own risk, until the entire Project has been completed and accepted by the City. The Contractor shall provide adequate protection for property, trees, landscaping, and other items adjacent to the work area. Existing trees, property, shrubs, plants, or other items not identified in the project documents to be removed, modified, or replaced, but are injured or damaged by reason of the Contractor's operations shall be replaced in kind at the Contractor's expense. Contractor shall repair all damages to Work performed, Materials supplied, and Equipment incorporated into the Work,except as otherwise prodded in this Section. Section 00180 - Prosecution and Progress Comply with Section 00180 of the Standard Specifications supplemented and/or modified as follows. 00180.11 Project Work Schedules -Add the following: A Type "A" schedule as detailed in the specifications is required. 00180,50 Contract Time to Complete the Work-Add the following: Work to be done under this project must be substantially complete by the end of the day on July 15,2013. All punch list items and cleanup must be complete by the end of the day on July 31, 2013. Work within the right-of-way of 103`5 Avenue shall be complete by June 30, 2013, Work within or affecting the fence line of the Tigard House shall be complete by May 31,2013. Disturbance in this area shall be kept to an absolute minimum. 00180.85 Failure to Complete On Time;Liquidated Damages (b) Liquidated Damages —Add the following: The liquidated damages for failure to complete the work on time as required by 00180.50 (h) shall be$500 per calendar day. Section 00220--Accommodations for Public Traffic 531P _ Comply with Section 00220 of the Standard Specifications supplemented and/or modified as follows. 00220,02 Public Safety and Mobility- add the following bulleted items to the end of this subsection: ■ Traffic signs shall be removed promptly when no longer in effect. • No material or equipment shall be stored where it could interfere with the free and safe passage of public traffic (including drivers, pedestrians,cyclists, and all others). • Convenient access to driveways,houses, and buildings shall be maintained or temporary approaches shall be provided and kept in good condition, Accesses to private properties must be kept open as much as possible (in the judgment of the engineer). ■ Trench excavation and backfill shall be conducted in a manner as to provide a reasonably smooth and even surface satisfactory (in the judgment of the engineer) for use by public traffic at all tunes. • Pedestrians and all others shall be protected from moving equipment,open, trenches, falling objects, and all other hazards associated with construction. • The Contractor shall notify residents and businesses 72 hours in advance that their access to and from public streets will be affected by the work. • Streets shall not be closed during construction. Closure of any traffic lane requires advance approval from the City. Traffic shall not be delayed more than 10 minutes while routing through the construction site. The total hour of 10-minute delays shall not exceed 2 hours in any workday. The City reserves the right to restrict work for specific holidays or events. • Prior to implementing any lane closures, contractor must obtain city approval of a detailed traffic control plan and have all elements of that plan (signs, flaggers, etc.) in place before taking any actions that would affect traffic flow. ■ Do not place work zone signs or supports that will block existing walkways. ■ The engineer and/or inspector may order immediate stoppage of work and restoration of normal traffic patterns at any time if, in their judgment, such action is necessary to reduce excessive delays and/or protect public safety. • The public right-of-way shall not be used for storage of any construction materials,equipment, or vehicles (including employee vehicles). • All construction areas shall be adequately fenced,locked and/or otherwise physically closed to public entry to protect:the public. • The Contractor shall notify the applicable following agencies and organizations at least five (5) working days in advance that their services will be affected by the work, including lane/road 54[ P closures or other restrictions which could cause delay to emergency, delivery or transit vehicles. The information below- is provided for the contractor's convenience; it is the contractor's responsibility to make sure each entity is properly notified. * Emergency Services 911 o City of Tigard Police Department (Non-Emergency) 503-629-0111 o Tualatin Valley Fire &Rescue (Jerry-Renfro) 503-612-7000 (Station 51) a United States Post Office (Non-Emergenc) Services) 503-968-0753 or 503-968-2991 o United States Post Office (Emergency Services) 866-261-6412 * Tigard-Tualatin School District (Jean Devenport} 503-431-4046 o First Student (Joanne Kirkbride) 503-431-2345 * Tri-Met--Road Operations 503-962-8117 o Pride Disposal g ottie Schmidt) 503-625-6177 Ext 129 00220.40(e) Lane Restrictions -Replace the paragraph that begins "Do not close any..."with the following paragraph: Prior to implementing any lane closures,contractor must obtain city approval of a detailed traffic control plan and have all elements of that plan (signs, flaggers,etc.) in place before taking any actions that would affect traffic flow. Section 00235—Prospective or Mandatory Sources Add the following section: 00235.00 Scope—This work shall consist of all transportation and installation of the playground equipment including concrete footings as shown in the specifications for "Playground Equipment" section 11 68 13 in the East Butte Heritage Park Project Manual and as shown elsewhere in the contract documents and manufacturer's printed materials. 00235.05 General — The playground equipment specified on the bid schedule as installation of "Owner Furnished Play Structures" will be furnished by the City. This equipment can be picked up at the City of Tigard Public Works Yard at 12800 SW Ash Avenue, Tigard, OR 97223. Work with the inspector to arrange pickup. The contractor shall follow all manufacturer instructions for this installation. Instructions are included (for contractor convenience) at the end of these special provisions. Contractor shall direct any installation instructions to the manufacturer and shall provide to the inspector documentation of all answers received. The contractor shall provide inspection of all playground equipment by a Certified Playground Safety Inspector (certified by the National Recreation and Parks Association), who shall provide a written report documenting that all aspects of playground installation meet all applicable standards. 00235.10 Condition of Materials - The materials have been previously inspected and found to be without damage. If damage is found to exist during construction, the pieces) shall be disposed of and replacement piece(s) purchased by the Contractor after Engineer's approval. All cost associated with the replacement of said piece(s) shall be at the Contractor's expense. If the contractor can document specific damage that 5511' .. existed before contractor ever touched the materials, then city will pay the cost of replacement parts for that specific damage. Section 00290—Environmental Protection Comply with Section 00290 of the Standard.Specifications supplemented and/or modified as follows. 00290.32 Noise Control- Add the following to the end of the first paragraph of this subsection: Confine operation of equipment to 7:30a.m through 7:00p.m. Monday through Friday. Section 00310—Removal of Structures and Obstructions Comply with Section 00310 of the Standard Specifications supplemented anal/or modified as follows. 00310.91 Lump Sum Basis—Replace this subsection with the following: The payment item for"Remove and/or Relocate Structures and Obstructions" will be paid on a Lump Sum basis, and shall include all required removals (not paid for elsewhere on the project) including items such as: • Removal and/or relocation of bollards including sleeves • Removal and/or relocation of street signage including posts • Removal and/or relocation of mailboxes including posts • Removal and reinstallation of fence including posts. • Removal of existing asphaltic concrete on park side of sawcut. 00310.92 Separate Item Basis—Replace the pay item list with the following: (a) Saw Cutting......................................................................Foot Section 00320—Clearing and Grubbing Comply with Section 00320 of the Standard Specifications supplemented and./or modified as follows. 00320.02 Definitions—Add the following: Clearing and Grubbing shall also include removal of all plant material listed under the section 32 92 19 (1.3.A) "Weeds" of the East Butte Heritage Park Project Manual and shall also include removal of Himalayan Blackberry, English by and Holly, and other plants as identified by the Engineer. 00320.90 Payment—Add the following: Trees specifically identified for removal on the Tree Preservation/Removal plan are paid for via the bid item "Tree Removal". All other removal of vegetation and buried matter on the site is included in the lump sum item"Clearing and Grubbing." See plans for trees that must be preserved throughout the project, and preserve any other trees identified by the engineer for preservation. Provide and place fencing, from the QPL and in accordance with the plans, 561 �' , around critical root zones of marked trees or tree groups as directed. Do not begin construction activity or move equipment into existing tree areas until the fencing is in place. Do not work within the critical root zone of trees to be preserved unless written approval is obtained from the Engineer. Be responsible for all damage to or for removal of marred trees. Tree damage will be determined by a certified arborist selected by the Engineer. Section 00330—Earthwork Comply with Section 00330 of the Standard Specifications supplemented and/or modi£ed as follows. 00330.02 Definitions: —Replace with the following: {General Excavation—Includes all earthwork,including excavation and embankment,in all areas of the project site including water quality swales and roadway locations. All excess material shall be legally disposed of offsite. 00330.93 Excavation Basis Payment- replace unit of measurement and payment as follows: (d) General Excavation—General excavation shall be paid for on a lump sum basis. Section 00405—Trench Excavation,Bedding and Backfill Comply with Section 40405 of the Standard Specifications supplemented and/or modified as follows. 00405.41 Trench Excavation- (b) Open Trench Limit— Add the following: Protective measures, such as fencing, shall be in place during all work involving open trenches. No trenches shall be left open overnight without protective measures that physically prevent the public from entering the trench area. All trenches in roadway or walktiw°ay areas shall be backfilled or covered with steel plates at the end of each working day. Section 00430—Subsurface Drains Comply with Section 00430 of the Standard Specifications supplemented and/or modified as follows. 00430.90 Payment—Add the following: (c) Rock Trench Drainage System -Unit of measurement and payment shall be on a "Lump Sum" basis. Item (c) shall include all excavation,pipe installation (regardless of type), sleeve, backfill, and associated items-as shown on plans and as necessary for a complete installation. 571 F' Section 00445 —Sanitary, Storm, Culvert, Siphon, and Irrigation Pipe Comply with Section 00445 of the Standard Specifications supplemented and/or modified as follows. 00445.40 General-Add the following; (h) Sanitary Sewer Clean Out—Install clean outs per Clean Water Services drawings Nos. 500 and 510 and applicable plumbing codes. Specific locations will be determined by the Engineer and identified in the held. (i) Connect to Existing—Connection of new, lateral to existing mainline and building locations shall be in accordance with CWS standard specifications and details and applicable plumbing codes. 0445.91 Payment—Replace the table with the following; (a) 4" Sanitary Sewer Pipe—payment basis will be linear foot (b) Connect Sanitary Sewer to Restroom Facility—payment basis will be lurnp suis. (c) Sanitary Sewer Clean Out—Payment basis will be"Each." (d) Connect to Existing Sanitary Sewer Nfain—Payment basis will be lump sum. Section 00641—Aggregate Subbase,Base, and Shoulders Comply- with Section 00641 of the Standard Specifications supplemented and/or modified as follows. 00641.44 Shaping and Compacting- (a)Aggregate Base Courses: (1) Dense-graded Aggregates- Replace with the following: "..,until a density of not less than 95% of the maximum density has been achieved..." Section,00730—Emulsified Asphalt Tack Coat Comply with Section 00730 of the Standard Specifications. No separate or additional payment will be made for emulsified asphalt tack coat. Section 00745 —Hot Mixed Asphalt Concrete (HMAC) Comply with Section 00745 of the Standard Specifications supplemented and/or modified as follows. 58jP , „ 00745.00 Scope-Add the following paragraph(s) to the end of this subsection: The Contractor may use warm mix asphalt concrete OXIN .AC) as a substitute for HMAC on all lifts except drainage berms and other installations requiring hand work. WMr1C will be subject to all requirements for HNLN C in Section 00745, except as modified in these special provisions. The term WMAC is interchangeable with HNIAC throughout this Section. Asphaltic concrete for this project shall be Level 2 dense '/z" HM-AC (or WNLkq. 00745.02 Definitions -Add the following definition to this subsection: Warm Mix Asphalt Concrete (WMAC) -An asphalt concrete mix following all requirements of HMAC, except that through use of approved additives or processes,it is mixed,placed, and compacted at lower temperatures. Add the following bullet to the Lot Size definition: • A new lot will be established for WMAC technology 00745.03 Reclaimed Asphalt Pavement (RAP) Material- In the paragraph that begins "The amount of...",replace the sentence that begins "The amount of..." with the following sentence: The amount of asphalt cement in the RAP shall be established in the mixture design phase according to ODOT TM 319 and the ODOT Contractor Mix Design Guidelines for Asphalt Concrete or other method if approved by the Engineer. 00745.04 Reclaimed Asphalt Shingles—Reclaimed asphalt shingles (RAS) shall not be used on this project. 00745.10 Aggregate - In the paragraph that begins "Provide and stockpile...",remove the words "and RAP aggregates". 00745.10(a-5) Fractured Faces - In the sentence that begins "provide crushed aggregate...",replace "AASHTO TP 61"with "AASHTO T 335", 00745.10(b-3) Grading-Replace the tolerance list with the following tolerance list: Separated Sizes 11/4" -3/4" 3/4"r -No. 4 3/4" - 1/2" 1/2" -No. 4 Percent Passing(by Weight) Sieve Size T T T T 1 1/2" — 1 — — 1 1/4" ±5 — — 1"` ± 10 3/4" + 5 ±5 ±7 — 1 1/2" — ± $ ±S ±5 59 3/8"- No. 4 /8"-No. 4 ±3 +8 ± 8 + 8 No. 8 — ±5 ± 5 ±5 No. 16" — — - — No. 30 ± 1 ±3 ±3 ±3 No. 5014 — — —No 100* — — — — No200 — ±- 1.0 ± 1.0 ± 1.0 *Report percent passing sieve when no tolerance is listed 00745.10(c-3) Grading-Replace the tolerance list with the following tolerance list: Separated Sizes No. 4-0 No. 4- No. 8 No. 8 0 Percent Passing (by Weight) Sieve Size T T T 3/8" — 1 - 1 — No.4 ±7 ± 10 — 1 No. 8 ±7 ±7 _+ 10 No. 16* — — — No. 30 ±7 ± 5 ±8 No. 50* — — — No. 100* — — No. 200 ± 3.0 ±2.0 ±4.0 *Report percent passing sieve when no tolerance is listed 00745.10(c-4) Combination of Fine Aggregate for Testing-Replace this subsection,except for the subsection number and title,with the following: Blend together fine aggregate produced in two separate sizes at a 1:1 ratio when testing for sand equivalent. 00745.10(c-5) Blend Sand-Replace the paragraph that begins "No natural or uncrushed..."with the following paragraph: No natural or uncrushed blend sand will be allowed in Open Graded HMAC or in Level 4 HKkC. Blend sand is allowed for Levels 1,2,and 3 mixes. For these rxies,establish the target gradation and produce all material within the following tolerances M: Replace the paragraph that begins "Determine sieve analysis..." with the following paragraph: Determine sieve analysis according to AASHTO T 27 and AASHTO T 11. Do not use more than 6%natural or uncrushed blend sand,by weight,in the total aggregate. Provide a means of verifying and documenting the amount of blend sand added to the aggregate. 60 1 P 00745.11(b) Asphalt Cement Additives-Replace this subsection,except for the subsection number and title, \x=ith the following: Use standard recognized asphalt cement additive products of known value for the intended purpose and approved for use on the basis of laboratory tests. Asphalt cement additives shall have no deleterious effect on the asphalt material and be completely xrriscible. Do not use silicones as an additive. .add the following asphalt cement additives when required by the JMF: • Anti-stripping asphalt cement additives to prevent stripping or separation of asphalt coatings from aggregates to satisfy the TSR specified in 00745.13. • Asphalt cement admixtures used to aid in the mixing or use of asphalt coaxes or for experimental purposes. When W'MAC is used, select one of the WMAC Technologies and process and additive types listed below or approved by the Engineer: NVMAC Technology Process and Additive Supplier Type LEA-CO Foaming Process Advanced Concepts Engineering Co Eco-Foam II Foan ing Process AESCQ/Madsen Medi-Set WMX Chenu'cal Additive Akzo Nobel Surfactants,Inc. CECABASE RT Chemical Additive Arkerrma Group Aspha-Min (Synthetic Zeolite) Foamin Process Aspha-Min Double Barrel Green System Foaming Process Astec Industries Green Machine Foaming Process Gencor Industries HGrant Warm Mix System Foaming Process Herman Grant Company Qualitherm Chemical Additive Iterchimica Aquablack Warm Mix Asphalt Foaming Process Maxam Equipment Inc. Low Emission Asphalt Chemical Additive McConnaughay Technologies 1liead\X-estvaco Asphalt Et-otherxrm Chemical Additive Innovations Meeker Warm Mix Foaming Process Meeker Equipment Corp. Inc. Advera (Synthetic Zeolite) Foaming Process PQ Corporation Sasobit Organic Additive Sasol)X ax Americas, Inc. Shell Thiopave Chemical Additive Shell Accu-Shear Dual Warm-Mix Foanu*ng Process Stainsteel Additive System Tri-Mix Farm Mix Injection Foaming Process Tarmac Inc. Warm Mix Asphalt System Foaming Process Terex Roadbuilding Submit the proposed W7v1AC technology to be used and a plan for its implementation at the pre-construction conference. 61 Comply with the manufacturer's recommendations for incorporating additives and.WMAC technologies 'into the mix. Comply with manufacturer's recommendations regarding receiving,storing, and delivering the additives. 00745.13 job Mix Formula (JMF) Requirements -_add the following paragraphs and bullets after the paragraph that begins "Provide a range of proposed...": A separate JMF will be issued for WMAC. Do not use recycled asphalt shingles in WI\LkC mares with minimum compaction temperatures less than 260°F. When WMAC is used, provide the following information in addition to the requirements Listed for HMAC: • W7vIAC technology and WMAC additives information. • WMAC: technology manufacturer's established recommendations of usage. • WMAC technology manufacturer's established target rate for water and additives, the acceptable variation for production, and documentation showing the impact of excessive production variation. • WMAC technology material safety data sheets if applicable. • Temperature range for mixing. • Temperature range for compacting. • Except for foaming technology, asphalt binder performance grade test data of the asphalt binder and chemical additive at the manufacturer's recommended dosage rate. • Except for foaming technology, WM.AC rl=' ture performance test results according to 00745.13(c). Perform testing for foaming technology on the production mix on specimens compacted at VINIAC compaction temperatures. 00745.14 Tolerances and Limits - Replace the tolerance list with the following tolerance list: Gradation Dense-Graded HMAC Type Open-Graded HMAC TYPE Constiituen 1" 3/4" 1/2" 3/8" 3/4" 1/2" ATPB 1 1/2" jNfF ± 5%-` 1" 90- 100% JMF ± 5%* 99 - 100% 99 - 100% 3/4" JMF± 5% 90- 100% JMF ± 5%* 85 -96% 99 - 100% 85 -95% 1/2" JMF± 5%u JMF ± 5°`- 90- 1000110 JMF ± 5%* 55 -71% 90-98% 35 - 68% 3/8711* - 90- 100% - - - No. 4 JMF ± 5% JMF ± 5% JMF ± 5% JNIF ± 50;o JMF ± 5% jNfF± 5% JMF ± 5% No. 8 JNIF ± 49/o JMF± 4% jNfF ± 4% JMF± 4% JMF ± 4% JNIF ± 4% JMF± 40/6 No. 16** - - - - - -No. 30 JMF ± 4% JMF ± 4% JMF ± 4% JMF± 4% JMF ± 4% JMF+ 4% - No. 50*' - - - - - -No. 100*' - - - - - -No. 200 JMF o JMF± 2.0%JMF ± 2.0% JMF 0 + 2 %JMF JNIF ± 2.0%JMF ± 2.0% Maximum not to exceed 100',o ' Report percent passing sieve when no tolerance is listed Under the "Constituent of Mixture/HMAC All Types" list,add the following after"RAP Content... 621 a' RAS Content- ODOT TNf 321 JMF± 1.004, RAP/RAS Content- ©DOST TAI 321 JNIF±2.0% Add the following sentence to the of the paragraph that begins "When a JMF... Full tolerance will be given for RAS or combined RAP and RAS content even if it exceeds the limits established in 00745.04. In the paragraph that begins "Take corrective action..." replace the words, "RAP content",in two places With the words "RAP,RAS,or combined RAP and RAS content" in both places. 00745.16(a-1) Personnel Requirements -Add the following bullet to the end of the bullet list: • Providing at least one CAT-1 full-tune at each plant site when producing mixture for the Project. 00745.16(a-4)Testing Frequency-Delete the paragraph that begins "After the Mix Design..."'. .Add the following subsection. 00745.16(4-5) Plant Calibration-Calibrate all meters and belt scales at the HNIAC mixing plant according to ODOT TM 322 prior to beginning production. 00745.16(b-1) MDV Quality Control-Replace this subsection with the following subsection: (1) MDV Quality Control: a. General- Before beginning production and placement of WhLAC, perform MDV tests on the HMAC as required at start-up according to 00745.16(b-1-c). Two consecutive running averages of four MDV test results from testing of HNIAC shall be within the limits of 00745.16(b-1-a). Perforin MDV testing on projects with Level 2, Level 3, or Level 4 dense graded HNLkC. Perforin MDV tests on every sublot and as required at start up according to 00745.16(b-1-c) and the MFTP. Perform gradation and asphalt content testing With each MDV test. Calculate the following values for each MDV test. • Air Voids • Voids in Mineral Aggregate (VMA) • Voids Filled with Asphalt (VFA) • P No. 200/Effective AC (Pbe) Ratio The running averages of four MDV results shall be within the limits given belov-: Average of Limit Air Voids 4 samples JMF Target± 1.0% VMA 4 samples 11.5 - 17.0 (1" Mix) 12.5 - 17.4 (3/4" Mix) 631 P 13.5 - 17.0 (1/2" Mix) 14.5 - 17.0 (3/8" Mix) VFA 4 samples 65 - 75 (3/4" and 1/2" Mix in Level 2, 3 and 4) 65 - 78 (3/8" Mix in Level 2, 3 and 4) 70- 80 (1/2" and 3/8"Mix in Level 1) Passing No. 200/Pbe 4 samples 0.8- 1.6 The CDT shall provide the results from the initial control strip to the CAT II for evaluation and comparison with the MDV results. If the MDV and density test results are contradictory, initiate an investigation. The CAT lI shall recommend a plan to the Engineer for resolving the discrepancy based on the results of the investigation. Take corrective action when required by the MDV start-up process of 00745.16(b-1-c). After the requirements of 00745.16(b-1-c) have been met, take corrective action if the MDV test results show that two consecutive running average of four samples are outside the above limits for aix voids, VMA, VFA, or P No. 200/Pbe ratio. Document the corrective action and notify the Engineer. If test results continue to be outside the tolerance, stop production and make adjustments. Restart production only after the Engineer has approved the proposed adjustments. If the MDV test results are outside tolerance, but the mixture meets the current requirements for gradation and asphalt content, an adjustment to the JMF targets is required. Do not start a new lot as a result of the adjustment. A request for an adjustment to the JMF targets may be made to the Engineer by the Contractor's CAT- Il. The requested change will be reviewed and documented by the Engineer. If acceptable, a revised JMF will be allowed. Clearly document the sublot test for which the adjusted targets are in effect Adjustments for gradation shall not exceed the tolerances specified for the original JMF limits. Adjustments for AC content shall be within 0.5% of the original JMF. The JNIF asphalt content may only be reduced if the production VMA meets or exceeds the above requirements. Adjustments for RAP or RAP/RAS combination shall be within 5% of the original JMF blend percentage, but shall not exceed the requirements of 00745.03 or 00745.04. Adjusting proportions of the combined RAP and RAS will not be allowed during production of the mixture. Adjustments for RAS content shall he within 1% of the original JMF, but shall not exceed the requirements of 00745.04. Regardless of these tolerances, the adjusted JMF shall be within the mixture specification control points of 00745.12. If a redesign of the mixture becomes necessary, submit a new JMF according to the requirements of these specifications. Perform a Tensile Strength Ratio (TSR) test (AASHTO T 283) on a sample obtained during the first two days of production after CSC test results verify that HNIAC constituents with a weighting factor greater than one according to 00745.95 are in tolerance. Provide test results to the Engineer within four working days of obtaining the sample. Stop production and make adjustments if the TSR is less than 70. Restart production only after the Engineer has approved the proposed adjustments. 641tl' an b. Laboratory Compactor Selection- Use a Gyratory compactor for 11IDV when a Gyratory compactor is used to develop the JMF. For all other cases, use a Gyratory compactor or Marshall compactor, as selected by the Contractor. c. MDV Requirements at Start-Up-Perform MDV testing at the start-up of the JMF production according to the following process: 1. Obtain a sample during the first 140 tons of production and immediately perform MDNT testing. 2. If air voids and VMA are within tolerance, then continue remaining MDV testing at the established random QC sublot interval. If not,then go to step "3'• 3. If air voids and/or VMA are out of tolerance according to 00745.16(b-1-2L), then make adjustments and immediately obtain another sample and perforin MDV testing. Go to step 1,41,. 4. If air voids and V_NIA from the NfDV testing in step "3" are within tolerance, then continue remaining MDV testing at the established random QC sublot interval. If not,go to step "5" 5. If air voids from step "3" are more than ± 1.5% from the target, then stop production immediately and make adjustments. If they are not, then go to step "V. Obtain approval of the Engineer before restarting production. Begin MDV testing again at step 6. If air voids from step "3" are out of tolerance and 1.5% or less from the target, or the VlIA from step "3" is out of tolerance, then snake adjustments and immediately obtain another sample and perform MDV testing. Go to step "4" The initial MDV sample shall be used as the first random QC sublot test. Subsequent MDV samples required due to failure of start-up criteria will be used for a sublot QC test if the sample is taken within 100 tons of the scheduled random QC sample location. If not, the NlDV testing shall be performed separate from,and not included in, the random QC testing program. Any required MDV testing will be completed at the Contractor's expense. Add the folloving subsection: 04745.16(b4) MDV for WMAC-Perform MDV testing on NWNIAC according to 00745.16(b-1-a). Continued production and placement of WMAC will be allowed at the discretion of the Engineer. 00745.21 HMAC Mixing Plant-Add the following to the end of this subsection: (g) WMAC Mixing Production =- Niodify the asphalt mixing plant as required by the manufacturer to introduce the WMAC technology. Plant modifications may include additional plant instrumentation, the installation of asphalt binder foaming systems and WMAC additive delivery systems, tuning the plant burner, and adjusting the flights in order to operate at lower production temperatures and reduced tonnage. Document the integration of plant controls and interlocks. 65117 ;, c. 00745.21(c)Vibratory Scalping Devices - In the paragraph,replace the word "RAP"with the words "RAP, RkS,or combined RAP and RAS". 00745.24(a) Steel-Wheeled Rollers -Replace this subsection with the following subsection: (a) Steel-Wheeled Rollers -Provide steel-wheeled rollers with a rninirrnum gross static weight as follows: Level 1 and Level 2 Level 3 Level 4 Breakdown and Intermediate 8 ton 10 ton 12 ton Finish 6 ton S ton 10 ton 00745.40 Season and Temperature Limitations In the table, for Surface Temperature of Dense Graded Mixes 2 inches to 2 1/2 inches,replace "50°F"with 40°F 00745.43(b) Heating Temperatures-Replace the table with the following. HMAC Temperature, OF Grading Max at mixer Min Behind Paver Dense 350 240 Open 350 205 WMAC Temperature,OF Grading Minimum Behind Paver Dense 215 00745.46 Control of Line and Grade-Add the following paragraphs to the end of this subsection: (The Engineer will) Establish references at reasonable intervals for line and grade control of placement operations for the following; • Before placing each leveling lift. • Before placing the top base course for new construction. Line and grade for the top base course of new construction and top leveling lift shall be within 1/2 inch of design line and grade. 00745.49(a-1)Temperature-Add the following after the sentence that begins "Complete breakdown... For WMAC,complete breakdown and intermediate compaction before the WMAC temperature drops below 160 OF. 00745.49(]-1) General- In the paragraph that begins "Compliance with the density...",replace the sentence that begins "Use the M;'SMD method..."with the following sentence: 661 ; .. Use the MAMD method of compaction measurement.. Replace the paragraph that begins "For Level 3 and Level 4..." with the following two paragraphs: For Level 2,Level 3,and Level 4 mixes,construct a control strip at the beginning of work on each JMF on the project according to ODOT TM 306. The purpose of the control strip is to determine the maximum density that can be achieved for the JMF,paving conditions,and equipment on the project. Additional control strips are necessary when there is a change in compaction equipment or when JMF targets are adjusted according to 00745.16(b-l-a). The Engineer mai-waive the control strip for irregular areas or areas too small to establish a reasonable roller pattern. Stop paving if three consecutive control strips £ail to achieve the specified density. Take all actions necessary to resolve compaction problems. Do not resume patting until allowed by the Engineer. 00745.49(b-3) Moving Average Maximum Density (MWD) Method-Replace the NLAMD list with the following list: Course of Construction HMAC First HNfAC lift less than 3 inches placed on aggregate base 91.0 All other 92.0 00745.49(b-4) Control Strip Method- Delete this subsection. 00745.49(b-5) Test Results -Renumber this subsection to b-4. 00745.80 Payment—Replace this section with the following: The quantities of HMAC will be measured on the weight basis (including asphalt). Section 00759—Miscellaneous Portland Cement Concrete Structures Comply with Section 00759 of the Standard Specifications supplemented and/or modified as follows. 00759.90 Payment—Modify as follows: (h) Concrete Stairs---Replace item (h) of the pay item list to read stairs (including handrail) will be paid for on a lump sum basis. Section 00930—Metal Sign Supports Comply with Section 00930 of the Standard Specifications supplemented and/or modified as follows. 00930.00 Scope—add the following note: Traffic signs on this project shall be on 2"perforated steel square tube sign supports. 67111 ," 00930.90 Payment—Delete the list of pay items. Sign removal,relocation, and/.or installation is considered part of the item "Removal and /or Relocated Structures,"which is paid on a Lump Sum basis. Section 00970—Highway Illumination Comply with Section 00970 of the Standard Specifications supplemented and/or modified as follows. 00970.00 Scope—Add the following The street lighting identified on the 103` Avenue Improvement plans will be installed by PGE.The Contractor shall coordinate with PGE on scheduling for this work. Section 1030- Seeding Section 32 92 19 SEEDING located in the East Butte Heritage Park Project Manual and the contract plans supersede this section of the Oregon Standard Specifications for Construction for work both on the park property andin the street right-of-ways. Section 01040- Planting Section 32 93 00 PI. NTS located in the East Butte Heritage Park Project Manual and the contract plans supersede this section of the Oregon Standard Specifications for Construction for work both on the park property and in the street right-of-ways. Section 01070—Mailbox Supports Comply with Section 01070 of the Standard Specifications and/or modified as follows: 01070.14 General—Replace the last sentence in the first paragraph with the following: "When roadway construction is completed,install the mailboxes and/or newspaper boxes on new supports if the Engineer deems the existing supports to be not salvageable. Permanent locations shall be in accordance with the USPS requirements with relationship to the curb." 01070.90 Payment—Mailbox support removal,rerlocat on, and/or installation is considered part of the item"Removal and /or Relocated Structures,"which is paid on a Lump Sum basis. Section 01120—Irrigation Systems Section 32 84 23 IRRIGATION located in the East Butte Heritage Park Project Manual and the contract plans supersede this section of the Oregon Standard Specifications for Construction for work both on the park property and in the street right-of-ways. Section 01140—Potable Water Pipe and Fittings Section 33 11 16 SITE WATER UTILITY DISTRIBUTION PIPING located in the East Butte Heritage Park Project Manual and the contract plans supersede this section of the Oregon Standard Specifications for Construction for work both on the park property and in the street right-of-ways. 681 1' Section 01150--Potable Water Valves Section 33 11 16 SITE 4V ATER UTILITY DISTRIBUTI©N PIPING located in the East Butte Heritage Park Project Manual and the contract plans supersede this section of the Oregon Standard Specifications for Construction for work both on the park property and in the street right-of-ways. 641 I' .i ATTACHMENT STANDARD DETAILS CITY OF TIGARD EAST BUTTE HERITAGE PARK IMPROVEMENTS The following drawings apply to this project and are hereby made a part of the contract documents. Plans titled East Butte Heritage Park Improvements dated January 9,2013. Product information and drawings included in the East Butte Heritage Park Project Manual(Dated January 9,2013) and/or included with the invitation for bid for this project. ATTACHMENT D OREGON PREVAILING WAGE RATES CITY OF TIGARD EAST BUTTE HERITAGE PARD IMPROVEMENTS May be downloaded from http://u-ywboti.state.or.u;s/BOI.I/WHD/PWR/I?Nva: book shtral. 711P •o 0) d (a .� F o ® � E3 (J 1� :0 to 0 0 C 0 0 TIGARD OREGON - C=- 0 > co tea .® OO •(D q •® � � 100) (010 � 0, 0) fm- to Client VICINITY MAP TEAM MEMBERS INDEX OF DRAWINGS GENERAL NOTES T1.0 TITLE SHEET A. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE m i OWNER CML ENGONEER k k FIELD. AND CONTACT ARCHITECT IF DISCREPANCIES ARE DISCOVERED, PRIOR TO PROCEEDING. C"OF Tr" GROW MACKEWE R.O.W. DRAWINGS B. THE DRAWINGS LOCATE PRODUCTS, SURFACES, AND MATERIALS AND THE NOTES ESSENTIALLY CONVEY 8777 Sw Burnham St 1515 SE Water Ave. #100 RO COVER SHEET 0 DESIGN INTENT. THE PROJECT V1 INTENT IS TO PROVIDE FOR A COMPLETE WORKING MODEL. F yy yhr i h Y : t h . Tigard, OR 97223 Portland, OR 97214 R1 PLAN/PROFILE SHEET STA 10+00 TO 13+50 (PUBLIC IMPROVEMENTS) w. .'. . R2 PLAN/PROFILE SHEET STA 13+50 TO 15+00 (PUBLIC IMPROVEMENTS • Phone. 503 718-2583 Phone. 503 224-9560 ) C. CONDITIONS OF APPROVAL FROM CITY OF TIGARD HEARINGS OFFICER. rR3 DETAIL SHEET Contact. Steve Martin Contact: Ralph Henderson R4 DETAIL SHEET P � 1. PRIOR TO SITE WORK THE APPLICANT SHALL SUBMIT r CONSTRUCTION DETAILS OF THE PROPOSED BIKE RACKS DRAWINGSCONSISTENT WITH BICYCLE PARKING DESIGN REQUIREMENTS.� CIVIL SURVEYOR LANDSCAPE ARCH[TECT 2. PRIOR TO SITE WORK, THE APPLICANT SHALL POSITION TREE w . C1.0 EXISTING CONDITIONS PLAN PROTECTION MEASURES AS DIRECTED BY THE PROJECT ARBORIST. NW SURVEYM ;!! OW MACKENBE C2.0 UTILITY PLAN THE APPLICANT SHALL ALLOW ACCESS BY THE CITY ARBORIST FOR THE PURPOSE OF MONITORING AND INSPECTION OF THE TREE ryz F PROTECTION TO VERIFY THAT THE TREE PROTECTION MEASURES Project 1815 NW 169th PI., Ste 2090 1515 SE Water. Ave. #100 LANDSCAPE DRAWINGS . A PERFORMING ADEQUATELYFAILURE TO FOLLOW THE PLAN a Beaverton, OR 97006 Portland, OR 97214 OR MAINTAIN TREE PROTECTION FENCING IN THE DESIGNATED EAST BUTTE ' LOCATIONS SHALL BE GROUNDS FOR IMMEDIATE SUSPENSION OF L1.0 TREE PRESERVATION/REMOVAL PLAN HERTIAGE Phone: 503 848-2127 Phone: 503 224-9560 WORK ON THE SITE UNTIL REMEDIATION MEASURES A ND/OR CIVIL L1. TREE PRESERVATION/REMOVAL PLAN LEGEND CITATIONS CAN BE PROCESSED. PARK Contact: Scott Field Contact: Dan Jenkins ,yL2.1 LANDSCAPE CONSTRUCTION -PLAN PLANS 3• TION L2 2 ENLARGEMENT P K I REQUIRED WITHIN AN ESTABLISHED TREE PROTECTION 5. yZONE, THE PROJECT ARBORIST SHALL PREPARE A PROPOSAL L2.3 GRADING PLAN 3 . ., DETAILING THE CONSTRUCTION TECHNIQUES TO BE EMPLOYED AND ELECTRICAL ENCANEER L3.1 IRRIGATION PLAN THE LIKELY IMPACTS TO THE TREES. THE PROPOSAL SHALL BE L4.1 PLANTING PLAN REVIEWED AND APPROVED BY THE CITY ARBORIST BEFORE 1 SITE DETAILS L8. PROPOSED WORK CAN PROCEED WITHIN A TREE PROTECTION ZONE. SYSTEM DE" C�aNA.TA►�JT� THE CITY ARBORIST MAY REQUIRE CHANGES PRIOR TO APPROVAL. ,. L8.2 IRRIGATION/PLANTING DETAILS THE PROJECT ARBORIST SHALL BE ON SITE WHILE WORK IS s OCCURRIN r 4z ' x v, G WITHIN THE TREE PROTECTION ZONE AND SUBMIT A a. . �... 1515 SE Water Ave. #400 �_ � '' SUMMARY REPORT CERTIFYING THAT THE WORK OCCURRED PER �� � .. r r, Portland, OR 97214 ELECTRICAL DRAWINGS ���` �' � � THE PROPOSAL AND WILL NOT SIGNIFICANTLY IMPACT THE HEALTH Phone: 503 248-0227 AND/OR STABILITY OF THE TREES. E1.0 SITE PLAN — ELECTRICAL 4. THE APPLICANT SHALL HAVE AN ON—GOING RESPONSIBILITY TO Contact: Steve Watkins ENSURE THAT THE PROJECT ARBORIST HAS SUBMITTED WRITTEN REPORTS TO THE CITY ARBORIST, AT LEAST ONCE EVERY TWO WEEKS, AS THE PROJECT ARBORIST MONITORS THE CONSTRUCTION ACTIVITIES FROM INITIAL TREE PROTECTION ZONE (TPZ) FENCING INSTALLATION THROUGH THE BUILDING CONSTRUCTION PHASES. THE REPORTS SHALL EVALUATE THE CONDITION AND LOCATION OF THE TREE PROTECTION FENCING, DETERMINE IF ANY CHANGES OCCURRED TO THE TPZ, AND IF ANY PART OF THE TREE PROTECTION PLAN HAS BEEN VIOLATED. IF THE AMOUNT OF TPZ WAS REDUCED, THEN THE PROJECT ARBORIST SHALL CERTIFY THAT THE CONSTRUCTION ACTIVITIES DID NOT ADVERSELY IMPACT THE OVERALL, LONG—TERM HEALTH AND STABILITY OF THE TREE(S). IF THE REPORTS ARE NOT SUBMITTED TO THE CITY ARBORIST AT THE SCHEDULED INTERVALS, AND IF IT APPEARS THE TPZ'S OR THE TREE PROTECTION PLAN ARE NOT BEING FOLLOWED BY THE CONTRACTOR OR A SUB—CONTRACTOR, THE CITY CAN STOP WORK ON THE PROJECT UNTIL AN INSPECTION �/ Q CAN BE DONE BY THE CITY ARBORIST AND THE PROJECT 1 M1�®� LEGEND ARBORIST. PRIOR TO FINAL INSPECTION, THE APPLICANT SHALL SUBMIT A FINAL REPORT BY THE PROJECT ARBORIST CERTIFYING THE HEALTH OF PROTECTED TREES AND THAT THE STREET TREES SECTION WERE PROPERLY PLANTED PER THE APPROVED STREET TREE PLAN. # TREE PROTECTION MEASURES MAY BE REMOVED AND FINAL INSPECTION AUTHORIZED UPON REVIEW AND APPROVAL BY THE SECTION KEY MARKS X NUM SHEET# CITY ARBORIST. 5. PRIOR TO SITE WORK, THE APPLICANT SHALL INCLUDE A NOTE ON THE CONSTRUCTION PLANS WHICH STATES: "EXERCISE EXTREME DETAIL# CAUTION DURING GROUND DISTURBING ACTIVITIES FOR THE i PROJECT AND IF ANY CULTURAL MATERIAL IS DISCOVERED DURING CONSTRUCTION ACTIVITIES, ALL WORK SHALL CEASE IMMEDIATELY544 DETAIL REFERENCE MARKSNUM SHEET# UNTIL A PROFESSIONAL ARCHAEOLOGIST CAN ASSESS THE DISCOVERY. 9. PRIOR TO SITE WORK, THE APPLICANT SHALL ENSURE COMPLIANCE KEYNOTE WITH CLEAN WATER SERVICES DESIGN AND CONSTRUCTION Rabin M. Laughlin # STANDARDS IN THE DESIGN AND CONSTRUCTION OF THE WATER ,� QUALITY TREATMENT FACILITIES ON THE PROJECT KEYNOTE BUBBLE MARK X r 2/13!04 . 10. PRIOR TO SITE WORK, THE APPLICANT SHALL OBTAIN APPROVAL ,,` FROM TVF&R FOR THE FIRE PROTECTION SYSTEM AND HYDRANT PLACEMENT AS NEEDED. 11. PRIOR TO THE ISSUANCE OF BUILDING PERMITS, IF THE CITY © GROUP MACKENZIE 2012 ENGINEER DEEMS A CONSTRUCTION ACCESS AND PARKING PLAN ALL RIGHTS RESERVED FOR THE ONSITE CONSTRUCTION PHASE IS NECESSARY THE THESE DRAWINGS ARE THE PROPERTY OF APPLICANT SHALL PROVIDE THE PLAN FOR REVIEW AND APPhOVAL. GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, 12. PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT SHALL WITHOUT PRIOR WRITTEN PERMISSION CALL FOR A FINAL PLANNING INSPECTION TO ENSURE THE REVISIONS: PROJECT WAS COMPLETED PER THE APPROVED PLAN. z 13. PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT SHALL V� REVISIONS REVISION DELTA COMPLETE ALL THE REQUIRED PUBLIC IMPROVEMENTS (INCLUDING 5o THIS CLOSING DATE SHEET UNDERGROUNDING OF UTILITIES) AND OBTAIN CONDITIONAL ACCEPTANCE FROM THE CITY. PLACE OVERHEAD UTILITIES UNDERGROUND ALONG THE SW 103RD AVENUE FRONTAGE. ANY UTILITY SERVICE TO THE SITE SHALL BE INSTALLED UNDERGROUND ABBREVIATIONS AS WELL. 14. PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT SHALL COMPLETE THE INSTALLATION OF ANY UNDERGROUND SERVICE TO AB ANCHOR BOLT COL COLUMN FD FLOOR DRAIN HVAC HEATING, VENTILATION AND OF OUTSIDE FACE STA PT STATION POINT THE DEVELOPMENT. CONNECT TO PUBLIC SEWER AND PAY THE AIR CONDITIONING SEWER REIMBURSEMENT FEE APPLICABLE AT THE TIME OF AC ASPHALTIC CONCRETE CONC CONCRETE FDC FIRE DEPARTMENT CONNECTION OFOC OUTSIDE FACE OF CURB STD STANDARD CONNECTION. CONNECT TO THE EXISTING WATER SYSTEM IN ADJ ADJACENT CONN CONNECTION FIN FLR FINISH FLOOR ISF INSIDE FACE OHD OVER HEAD DOOR SUSP SUSPENDED ACCORDANCE WITH APPROVED PLANS. COORDINATE WITH THE CITY AFF ABOVE FINISH FLOOR CONST CONSTRUCTION FIN GR FINISH GRADE IE INVERT ELEVATION OPNG OPENING OF TIGARD WATER DIVISION FOR THIS CONNECTION. ALT ALTERNATE CONT CONTINUOUS FLR FLOOR INSUL INSULATION OPP OPPOSITE T/ TOP OF 15. PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT SHALL ALUM ALUMINUM CORR CORRUGATED(ION) FOB FACE OF BRICK INT INTERIOR O/S OUTSIDE THK THICKNESS) RECORD A 15—FOOT PUBLIC STORM DRAIN EASEMENT ON THE SHEET TITLE. ANOD ANODIZED CSP CONCRETE SEWER PIPE FOC FACE OF CONCRETE OTS OPEN TO STRUCTURE ABOVE T/RF TOP OF ROOF Y, .55 FEET ON EACH SIDE OF THE CENTERLINE OF THE TITLE APPROX APPROXIMATE CNTR CENTER FOF FACE OF FINISH JST JOIST TS TUBE STEEL EXISTINGSTORM LINE. PROVIDE A COPY OF THE RECORDED ARCH ARCHITECTURAL) FOM FACE OF MULLION JNT JOINT R PLATE TU TILT—UP EASEMENT TO DEVELOPMENT ENGINEERING. SHEET DBL DOUBLE FOS FACE OF STUD LL LIVE LOAD PLAM PLASTIC LAMINATE TYP TYPICAL 16. PRIOR TO A FINAL BUILDING INSPECTION, THE APPLICANT SHALL B/ BOTTOM OF DF DRINKING FOUNTAIN FOT FACE OF TRIM PLYWD PLYWOOD PROVIDE DEVELOPMENT ENGINEERING WITH WRITTEN CONFIRMATION BD BOARD DIA DIAMETER FOW FACE OF WALL MATL MATERIAL PVC POLY VINYL CHLORIDE UL UNDER WRITERS FROM THE PROFESSIONAL ENGINEER MONITORING THE WORK THAT MAX MAXIMUM LABORATORIES THE WATER QUALITY FACILITIES HAVE BEEN CONSTRUCTED AND BTWN BETWEEN DIM DIMENSION FND FOUNDATION PVMT PAVEMENT COMPLETED IN CONFORMANCE WITH CLEAN WATER SERVICES BLDG BUILDING DL DEAD LOAD FDIC FURNISH BY OWNER MECH MECHANICAL PT PRESSURE TREATED U/S UNDERSIDE REQUIREMENTS AND THE APPROVED PLANS. BLK BLOCK DN DOWN INSTALL BY CONTRACTOR MFD MANUFACTURED PTD PAINTED BLKG BLOCKING DR DOOR FT FEET/FOOT MFG MANUFACTURING VERT VERTICAL BM BENCH MARK DS DOWNSPOUT FTG FOOTING MGR MANUFACTURER R RADIUS VEST VESTIBULE BOTT BOTTOM DWG DRAWING MH MAN HOLE RAD RADIAL BRG �' BEARING PLATE GA GAUGE MIN MINIMUM RD ROOF DRAIN W/ WITH EIFS EXTERIOR INSULATION GALV GALVANIZED MISC MISCELLANEOUS REF REFERENCE WC WATER CLOSET CB CATCH BASIN FINISH SYSTEM GEN GENERAL MK MARK REINF REINFORCING WD WOOD CI CAST IRON ELEV ELEVATION GR GRADE MO MASONRY OPENING REQ REQUIRED W/0 WITH OUT DRAWN BY: TMK CJ CONTROL JOINT ELECT ELECTRICAL GYP BD GYPSUM BOARD MTL METAL REV REVISION WP WATER PROOF q CENTER LINE EQ EQUAL GWB GYPSUM WALL BOARD RM ROOM WR WATER RESISTANT CHECKED BY: RML CLG CEILING EXIST EXISTING HB HOSE BIBB NIC NOT IN CONTRACT RO ROUGH OPENING WWM WELDED WIRE MESH CLR CLEAR EXP JT EXPANSION JOINT HC HOLLOW CORE N0./# NUMBER ROW RIGHT OF WAY WH WATER HEATER SHEET NOM NOMINAL CMP CORRUGATED -METAL PIPE EXT EXTERIOR HDR HEADER NTS NOT TO SCALE SHTG SHEATHING CMU CONCRETE MASONRY UNIT HDW HARDWARE CO CLEAN OUT F/STUD FACE OF STUD HM HOLLOW METAL SIM SIMILAR HORIZ HORIZONTAL 0/A OVERALL OC ON CENTER SPEC SPECIFICATION SQ SQUARE T10 HTG HEATING 0 OD OUTSIDE DIAMETER SS STAINLESS STEEL JOB No. 2110260.00 CITY COMMENTS — 09/ 013 BID/PERMIT SET - 08[08 2012 211026000\LANDSCAPE\CD SHEETS\260-T1.0 TITLE.DWG:T1.0 TEB 01/09/13 14:45 1:20 MEN AM Im A92mea °e � � h 7 0 U.S S 0 (04:a0 � � o ® ® � 0 gto SHEET INDEX TEAM MEMBERS Z_ t a 0) 0 %=M _ 0 � CM Ro COVER SHEET OWNER CML ENGINEER SURVEYOR LANDSCAPE ARCHITECT �, 0 � ° PLAN PROFILE SHEET STA 10+00 TO 13+50 °� � 0 0 ® R1 / C3 ==O r0L to R2 PLAN/PROFILE SHEET STA 13+50 TO 16+00 {QTY OF TEAM GROUP MACKENZIE NORTHWEST SURVEYING GROW MACKENZIE R3 DETAIL SHEET Client 8777 Sw Burnham St 1515 SE Water Ave. #100 1815 NW 169th Place, Suite 2090 1515 SE Water Ave. #100 R4 DETAIL SHEET Tigard, OR 97223 Portland, OR. Portland, OR. Portland, OR. City Pro Manager Phone: 503 224-9560 Phone: 503 848-2127 Phone: 503 224-9560 Kim Mcddlan P.E. Phone: 503-718-2642 Contact: Ralph Henderson Contact: Scott Field Contact: Robin Laughlin City Inspector Zen Dutson ,h Phone: 503-718-2472 w_. City Owners Rep. . Steve Duh Phone: 503-989-9345 CITY OE TIGARD STANDARD NOTES 1. THE CITY S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS MANUAL ON UNIFORM TRAFFIC » CONTROL DEVICES UST BE INSTALLED AND 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION ON L M �. . r. ,.,: _� A`r ry_,• ��g�_ ~ . _ �� Y ° CONTROL DEVICES FOR STREETS AND HIGHWAYS U.S. DEPT. OF TRANSPORTATION FHWA f f f ` r y MAINTAINED MEETING THE D.E.Q. REQUIREMENTS THE CITY MAY AT ANY TIME ORDER I 1988 ED ' >'"". ';�.,zsr ,. .,fir. Lb;. .:. , ,` .>. ;:. `''a � ° spa •°+z� a ® �, s s 3 a, 4 'X £ • t CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 1 . _�.m ,, . � 't �. • r _. .- ,, ;� �_' �. � _ 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S Project 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS 1 1 STANDARD SPECIFICATION AND ALSO IN ACCORDANCE WITH A CITY JOB SPECIFIC APPROVED BUTTE 9Y. . • � :.x z F: A . � . _ N. _ � . : :.�n . : • EAST MIX; SHRUBS FLOWERS BARKDUST EXISTING SIGNS PAVEMENT. MARKINGS MAILBOXES ETC. TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. HERITAGE IN 00- THE WORK AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND APPROVAL OF TRAFFIC CONTROL PLANS. 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK PARK ,.,:. , u,_ _` ; '-� �°" ,' ' - ,sir».:,. ., ,� • j= .®^- ITU ir SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE P PROPERTY, PUBLIC PROPERTY AND W 1 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER .. , ; • 1 OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY CORRECTIVE ACTION AND { • x. W . 1 , .,; . , SERVICES SERVICES TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE AND TO TRI MET AND TIGARD , ( ) 18. EXCAVATORS MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571, EXCAVATORS SHALL AND BEAVERTON SCHOOL DISTRICT. NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. <�.<�!�,1;......,.: -; :..• DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. .. n {�•�'. , . ,, - - � �- �r ,� . . - �- - --�- -~--�� --- --�_-�- --------- ��•- .,.! -;-<•''•' '' '•.. 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE u,_ x: . , ,r :., :• 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND x., f � • h .� :-' s � ..�`�• .: r :• • 1 AREA 72 HOURS MIN. BEFORE INITIATION OF CONSTRUCTION WORK. .. ,!.. •;}t,. , � .. , :• CONSTRUCTION E HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD �• � �INg CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY IT SHALL BE DONE AT <"' ._.: <<- •. ' � . • 5, ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL � ` '' e "` • i : = THE PERMIT HOLDERS EXPENSE CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. �►. . VICINITY MAP NTS :: -..-- a OIAiON >- 4 6, TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF 20. A TEMPORARY HARD—SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE ` 1 CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NOTRENCH, �� • • . • • ° ° ° ° ° SITE OR OFF—SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS 11H vAy ~- RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. TO r _I®r 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR THE WORK. EXPIRES: 6/30/13 BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. g ° -- ° • • . ° • _ 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, � 4 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE 12 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE DITCHES, ETC. AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME © GROUP MACKENZIE 2012 i • ° • R 9 ( ) ) ALL RIGHTS RESERVED PROVIDED FOR. DETERIORATION OR DAM AGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY ° • ° . • THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE e <.'��_•_•_•_ . . ° • . 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY USED OR REPRODUCED IN ANY MANNER, '``!' ° • BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 22. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. WITHOUT PRIOR WRITTEN PERMISSION >: 2; '-<'-<<> • ° ` ` ` ° '=: "o` REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. REVISIONS: 10• BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY S PRIVATE DEVELOPMENT REVIEW ENGINEER (503-718-2464) T0. ESTABLISH A PLACE, TIME, AND 23. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR IN WRITING THE NAMES AND 24 Z • - DATE FOR A PRE—CONSTRUCTION MEETING. HOUR EMERGENCY TELEPHONE NUMBER OF TWO 2 PERSONS WHO HAVE AUTHORITY TO RESOLVE �� REVISIONS REVISION DELTA '- ( ) 5-I THIS CLOSING DATE ° X. ~~~ PROBLEMS TAKE CORRECTIVE ACTION AND IN GENERAL WILL BE RESPONSIBLE IN CASE OF ANY Wo sHEET • . In, 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503-718-2464 EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL TWENTY—FOUR 24 HOURS PRIOR TO COMMENCING WORK TWENTY—FOUR 24 HOURS PRIOR TO ASSIGNMENT CHANGES. ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY rA-iTHE PERMIT. -` `- . • . 24. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN . ••.' '• '• '•• -! I WRITING THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED '<%; %.. %;A'•�•;!�!!..•,, .tea , � i » » • %- ;::.- - 1 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION COMPETENT PERSON RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR—OSHA CHAP PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM 437, DIV. 3 CONSTRUCTION, SUB—DIVISION P — EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY ° ° ''��`' • 1 TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT THE CITY INSPECTOR OF ANY ALL ASSIGNMENT CHANGES. PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND ° ° '"' • ° "" `` ° 1 1 TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID 25. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. f RIGHT—OF—ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK, PROOF OF RIGHT—OF—ENTRY OR ° PROPERLY EXECUTED EASEMENTS SHALL BE PROVIDED TO THE CITY THE CITY SHALL IN NO WAY BE wxmmT "'" j 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF 1 HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN SHEET TITLE: •,.. ° • ° • 1 �,` RIGHT—OF—ENTRY OR EASEMENTS. COVER SHEET 1 .; CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS a .4 . g 1 CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. . 1 26. CONTRACTOR TO INSTALL TEMPORARY BENCHMARK IN SW 103rd. PROVIDE ALL BENCHMARK INFORMATION TO CITY SURVEYOR. Qg� n ° 11 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND ° SW 0 ------- UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR MURDOCK IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE U DOCK STREET NP YELOPED) 0 = R +' 1 CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. :.• ' • o _— 61' O' ( 4` } Q DRAWN BY: MAG CHECKED BY: RJH p0 f SHEET: co RO 1 N_ I Ivi E I Tit SITE SAP 50' JOB NO. 2110260.00CITY COMMENTS - 01/09/2013 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON BID/PERMIT SET 08/08/2012' A SURVEY BY:NORTHWEST SURVEYING DATE:MARCH 25, 2009 211026000\CIVIL\260R0.DWG RJH 01/09/13 10:01 1:50 # # \ .^, ' s,e ( F ' /� Y # 1 \ 1 \J a \r -• ` f"',,, € -11 T f. �# €_ •# t \ . \ -_ s # F s # # # „� l ® # ` # . \ , /s 1 .r? /s 0 ✓ \; > `�� f^•�, `e €w f i • \ • , # \ ®s. 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COORDINATE WITH ON-SITE PLANS FOR TREES TO BE REMOVED EAST BUTTE SAWCUT --- - -CAS- ROADWAY CLASSIFICATION DESIGNED • 2• 6' CONCRETE SIDEWALK. SEE CITY STD DETAIL 120 ON SHEET R3. 15. RELOCATE EXISTING MAILBOX 2' BEHIND BACK OF CURB. HERITAGE - EXISTING -GAS LINE LIGHT LEVEL AVG 1.44 fc 3. BUTT JOINT SAWCUT LINE, MIN. 1' FROM EXISTING EDGE OF PAVEMENT. 16. RELOCATE EXISTING GAS MARKER. COORDINATE WITH NW NATURAL. PARK DOMESTIC WATER LINE --•-----•-••-••-----•-••-•----- EXISTING STORM LINE t SEE DETAIL 6/R4. STORM LINE � ®� ®�� SW 103RD AVENUE LOCAL UNIFORMITY RATIO 2.93 : 1 17. PROTECT EXISTING SIGN AND POST. - EXISTING STORM INLET AVG MIN 4. NEW AC PAVING PER CITY OF TIGARD STANDARDS. UNDERGROUND POWER MIN : MAX 0.49 : 3.32 SEE DETAIL 4/R4. 18. REMOVE EXISTING BOLLARD. EXISTING MAILBOX PROPOSED CONTOUR LINE 376 *LIGHTING ANALYSIS AREA INCLUDES PAVEMENT AREA ONLY 5. CURB BREAK INLET. SEE DETAIL 3/R4. 19. REINSTALL EXISTING DIRECTIONAL ARROW SIGN 2' BEHIND CURB STORM INLET EXISTING JUNCTION BOX 6. ANGLE POINT. STA 11+13.03 (16.00' LT) 20. RELOCATE EXISTING GAS MARKER 3' BEHIND CURB. COORDINATE WITH NW NATURAL. WATER METER 7. STREET-SIDE SWALE PER CLEAN WATER SERVICES STANDARDS. SEE CLEAN WATER SERVICES STD DETAILS 700 AND 710 ON SHEET R4. 21. REMOVE EXISTING POWER POLE BY PGE. EXISTING TELEPHONE RISER BACKFLOW �� ® $� 8�► . 8. 10 CONCRETE DRIVEWAY PER CITY OF TIGARD STANDARDS. 22. PROTECT EXISTING ELECTRIC BOX BOLLARD EXISTING SIGN -�~-� SEE CITY STD DETAIL 141 ON SHEET R3 Q 23. REGRADE 5' BEHIND DRIVEWAY TO MATCH EXISTING. 9. RELOCATE EXISTING POST MOUNTED DIAMOND REFLECTOR '�• . STREET LIGHT EXISTING POWER POLE 3' BEHIND CURB. 24. NEW POWER POLE BY PGE. COORDINATE WITH PGE. �.9 � N �Z ' NEW AC PAVEMENT 10. 6' WIDE CONCRETE STAIRS WITH HANDRAILS. SEE DETAIL 6/R4. JR E�� EXISTING GUY WIRE .H STORMWATER SWALE 11. PARK PATH, SEE LANDSCAPE PLANS �0�3 1 � � � ; ; � EXISTING STREET LIGHT EXPIRES: 6 12. PROTECT EXISTING POWER POLE AND LUMINAIRE CONCRETE SIDEWALK __.__r-� 13. PROPOSED STREET LIGHT ON NEW POWER POLE. 200 WATT HPS ** SEE ON-SITE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION IN THE R.O.W. GR UP MA K N I 1 TYPE M-S-3 LUMINAIRE ON A 7' LONG LUMINAIRE MAST ARM. ALOL RIGHTS R SERVED CONCRETE DRIVEWAY .� ' . a 4 MAST ARM MOUNTING HEIGHT TO BE 30'. ALL LIGHTING THESE DRAWINGS ARE THE PROPERTY OF . .........................................................................._.................. .................._......................................_....,.....,........................... ................,....................._......................................_.................. .................._......................................_...................................... ......................................_......................................_.................. .................._......................................_...................................... ......................................_......................................_.................. ........,..-......_....................................EQ.UIPM.ENT....TO .MEET...PG.E... T T . T T . T . T T S. 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WITHOUT PRIOR WRITTEN PERMISSION . . . . . . . . . . . , . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REVI I N . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Z sa s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . o 362 . . . . . . . . . . , . . . . , . . . . . , . . . , . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . %m REVISIONS REVISION DELTA ..........................:......................................w...............................................................................:........................................ _ ................................... _ .................................. _ .................................. N _............. �.. ?.. _.. ................................... .................................. PVI STA-X11+34.fl0 - - : . . . . , . . . . : . . . , . . . . . : . . . . . , . . . : . . . . . . . . . . . . . . I . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - CLOSING DATE . : ..M.. 1111 1111. ..�.. ..•.. 11'11 ..�.. 1111.. .._. 11_11 ..•.. ..�.. ..�.. .. .. .� t- 5 THIS - ww RV! 1Etty/ 377.31 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . wo �-IEET . . . . . . . . . . . . . . . . . . . _ 1 . . . 11 : . . . . . . . . . . . . . . . .K=13:6:4: : : : : : : : : : : : : : : : 1111 : - - . VC=75.f . . . . . . . . . . . . . 11 . 11 . . . . 111 . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :c� . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .coca: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 111 . . . . . . . . . , . . , 1 . . . 1 . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �n�t �n•- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . . 1 . 111 . . . . 11 . 11 . . . . . . . . . , . . L i A 1111.............................. ................................... ................................... ^, ..................... .................................. ........................I.......... .................................. ........................I......... .................................. .................................. ................... •.I.-.. ....... .. ................................ ......................... 1111 .................................. ................. .. .s.. .v.. .�...i•��. 11:11 111_1. 1111. ..1• ....................... .................. ............................... ... .. .......... .................................. .................................. .................................. .......................1111 ... 1111.. ..e.. 1111.. _ _ _ _ �.. : : : : : : : : : : : h ,eAb. _ .................................. _ ................................... . . . . . . . . . . . . . . . .t)�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : 1'7 Q . . . . . . . . . . . . . . . . . . . . . . . . . . . .0III. . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : - . EXISfiING- GROUND . . . 1111 . . 11 : W oo a EXISTING GROUND e-W W . . . . . . . . . . �.� . . , . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : ' AT•SAWCUT. . . . . . , . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . .It v it . .m. r� . . . , 1 1 1 1 . :A•T• CENTERLINE: . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -rte . . . . . . . . . . . . . . . . . . . PROPOSED: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cn cn> iw.�- . . 1111 . . . v ao- c� W II: GUTTERLINE Y o . . . . . . l ' ' , . . . . . . , . . , .� , . . . . 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . o . . . . . . . . . w Q fI y . . . . . . . . . . . . 'Q .N m Q w hPCFILE . . . I , 1 * 1 1 . . . . 1 1 . . . . . . . . . . . . . . . . . . . W a, . . . + 1 1 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 , . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 E-�-� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 1111 . - . . . . . . . . . . . . 1111 . . . . . . a d- 37� : : : ................................................a...................................... .....................................^.... t� ,n A.......................................:......................................_........ ...........................,_. . . ............................. . : . . . . ..................................._......................................_....................................._......................................�............................cn W......................................._... .p.. ..�.. 11.11 .... .............�.............. . m . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. . . . . . . . . . . . . . . . . . . . . . . , . . W n M . . . . . . . . . . _ ;�QiS °: . o s- II . 1111. -.� T.�. w^TW.+ wwwwvv+r.rrw.w,.,.e.r .-_ _-� �� �_.�- .�- ti.+. � --- T -- - - _ . Q :.+ +_t _ -_ __ .__ __ - - _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q V,J . . --1 1 1 1 . . . . . . . . . . . . . --- _. . . . . . . . . . . . . . . . .- -. . . : _ _ SHEET TITLE: _• - -- . -. _ _ _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-_L . . . . . . 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .- - -.------ - cn w ___ --. _ . . . . . . . . . . . . . . -. -.-------. _ . . . . . . . . . . . . . . . . . . . --•--t . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - _ _ _ �._ --.�._ . . . PLAN/PROFILE r._ . . , , , . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-- --.-- .�._ ._ _ _ . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -: , 1111 . . . . . . . . . . . . . . . . . . . . , . . . - 3?� - _ ,� �. r . 37C SHEET ;..e..., ..............._......................................_......................................:......................................z.................................................................................. _... _... _ 1111 11.11 11.11 . .. 11.11 .. . _ . . . . . . . . . . . . . . . . . . . 1 1 . . . . 1 . . . . . . . . . . . . . . TO .. 11.11 ..�.. ..�.. . . ................. 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . , . . . ' LU STA 10+00 s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . END -DRIVEWAY CUT . . . . . . . . . . . . . . . . . ,/ . . . . . . . . I . . . . . . . 1111 . . . . . . . . . . . . . . . . . _ . . . . . . . . . r . . . . . . . . . . . . . . . . . . Z STA 13+50 STA •1 a+05.53 . . . . . . . . . . -- �"' �: GUTTER- ELEV=376:02. . . , . . . . . . . . . . . . . . . � . . . - . ,i' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �11 . . . BEGIN: DRIVEWAY:CUT: . . . . . . 374 . . . . . . . . . 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z 3?4 ......................_....................................._....................................._.........I..................... ............................•........ ..........................................................................•.. ................................... ................................... ................................... .................................. .................................. ....................I............. .................................. ...............I.................. ........................ ...... . �. .. r.. ....................I............. ...................................._ ................................... _ ................................... ........... STA 1'0+94:.4,6........�......................................r. ... ............... .................................. ....................... .... . G V=375.53 • TER LE 1111 1111 . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 11 . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . } . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , . , . . . . , , . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . �"� . . . . . . . . . . . . , . . . . 1111 . ATC XISTI •G CURB. . . . - . . . . . , , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . , , . . . . , . . . . . , . , . . . . . , , , . , . . . . . . . . . . . . . . . . . . . . , . . . . . . . I H E N . . . . . . . . . . , . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I * 1 1 , . . . . . , . . . :STA 10+�6.Q7: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 . 11 . . . . , . . . . . . . . , . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRAWN BY. MAG T V=37:,: . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 PUT ER- ELE 511 372 * II : : : : 1 : 1 : : : : 1111 : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : . . . . . . . . . . . . . . . : 1 : . . . . . . . . . . . . . . . : : : . . . . . . 11 : , , * * , 11 : . . . . . . . . . . . . . . . : : : 1 : 111 : . . . . . . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : 372 EXISTING GUTTER ......................................s......................................_...................................... ......................................W..................................... _ .................................. _ ................................. - _ ................................... _ .................................. .. w.. .. .. '.. ..�.. ..�.. 1111.. ..�.. : : ' : 1111. 1111. 1111. 1111 .�.. 1111. ..�. ...................................e.......... : : 1 _111................................. PROFILE . . . : . . : . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1111 . . • . . . . . . . . . . . . . . . . . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . JH 1111 : : : : : : : : : : : : : : : : : : : : : SHEET. 7 : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 3 O 37® P� �L . . . . , . . . . 1111 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :HORIZ: :1. =.9 . . . . . . . . . 1111 . R1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERT: _2 . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . 3� : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 1111 : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . 1 : : . . . . . . . . . : : : 1111 : : : : : : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 3 JOB N O. Al%."O .®® ln+ - 11 U%~ 12+00 12+50 13+ CITY COMMENTS - 01/09/2013 BID/PERMIT SET - 08 08 2012 1 / 211026000\CIVIL\260R1.OWG RJH 01/09/13 10:04 1:10 .1 3 ,yr .q .4 a 1 1 9 --- ate " , I .1 g r rt I I w\ F f �.„, t � .."1 v \ .11, • 1 \ 1 /\ N O.,,. /\ r f., /, �,e,•. /o 0 1 a'N, \0 � - S.> \� 0 A,,> i ;, . \ • \1 (::�) (::�) Q) = � lC6 1. \ . \ * I . I . '5� 1 E�� -T-1 - q�E . 0 w . q /1 4 t, I \ r4 � // 11 14 \ /� ~.4 t, 4 /", ,1% _ ._ �� 1 /,.. i I : i • � . \ -1 8 . . Q) (::�) _1_\11 ` ® ems d - 0 \„� n M / � /• 1% 1 1 11 I v, ,.,11 I \ ,,„.1 I a e I v \ v I \ .7 I ` .r 11 I V -a t\/ 4 In\ � n�/ a . ', \ � . .1 � .° � � © ® � � I I 110 I I :i I .t J I \ �" _ I �; I I % I ,,,e I v\. I \ I 11 I, , V t v � t_ �I T ..�....I I �5 1�� I .\ at» I � --•,.-1-- I �\ I ® / � . l \� I \ . I � 0 ® � 1 \ t*, * r T /- 1 15 \ \ B� .•t«» 4I '. .µ.t.» v -/ � � '� = I\ \ I � � � . I \/ py -> \� \ t ' \> `°> \ /~�. \ 377.0 % t, \ I '• . \ " . 0 w 04 > 1 �� •,r > r / .,/ \d > \' 0 J, r' /% '.m \! '� \/ � 1 . I , .% i / t„�. / t 1 a .r / �1111 s.r /�, s \ \/ > \ , �� �. / �` 4 �.%_ 1 4 _- /', 1 // _ �" �� 78.00 c d.' -1- ..� / ~x // �'� '\ 11 11 • SI . 1 2" DOMESTIC TER. SEE ON SITE PLA FOR CONTINUATION ° � 0 �. It , \ ,.1 \ / \v ,-1 � �" / 1 ELECTR L LINE. SEE ON SITE P M TINUATION 15 380.0 -'- ' I IV. / I _I I . . . , ,, - \ . .0 > . . W \/ \> \\/ I �> \/ I\"> \/ \> �... . \ \ l�T 1-1 . • \ . F 1 ® N . 1 . • / . i 3 5.00 . `; / . 11 • ` //. �•1 // X11 `� /' \tea 21 10 k L \ Ill \ o ° � � e e 1. V e• e e e ry e S e e e am e e e e e °° ° •° � 0- � 79 377 23 STA 14+28.6(24.2'LT) 18 • .. p �� a co U9 01 * 1. oDE 378 14+25 21'LT 9 E 374 375 ° . . . ° . WVALKN . . .° ° ° ° ®. Q -- d - % -= 0 r= 16= - - - - - F - - - - - - - - u1) W - CHW E .E7. ' 37 oa � _ M (v o to E E E E . t343 ' . f YW .... _ ..�,.., omw- .- .w M W ,..,....,. ..-..„ HO '� O M � � � K� m CM W 16 � END G G G - .o � 0g L � I. _-WATCH EXISTING �.321 URB G G G I 4 © O z3:ui --.. Z - m... � � 1 10 t9 0 (0 ( _0 a- 0 J a) 1 6 GA3 , (18.50' LT) 12 T_< 1 TYP. 2! 20 13 W 1 TYP. 3 T3 TYP. 11 w� CONTRACTOR TO PROTEC NEXT DOWNSTREA NLET DURIN Client • �: W CONSTRUCTION PER CLEA WATER SERVICES STD EROSION � 14,,},� 0, + CONTROL DETAIL 920 ON HEET R4. 16,E �..� _ - " _ - _I_____ _ - - _ _� - 5 STA 14+30.65 (1 LT} _ _ _ _ _ _ _ _ _ _ .I ..-.. _ _ _ _ _ _ _ -1 . w STA 14+6 .65 (16' LT) 5 END CURB AND GUTTER . __. ST"+ .. r"BE Ifs VE L B. SEE CITY STD DETAIL 125 ON SHEET R3. ,.MW HI EXISTNG MENT GRADE AT NORTH EDGE OF EXISTING SW 103RD AVENUE 19 "`CATCH BASIL• P CT EXISTING CATCH BASIN. POUR CURB . -• �....�.. -,.• • "� A G,-CATCH_BASIN.-. .._..�.._... . � - .�,.�•...,. ..._._._... .... .,. .,,.. . .,.•..�,...•... ,- at SM: w I -� ) ° � - - KEYNOTES 4 ° . 1 PLAN °�_,_) - - L ND . 1. 6" CONCRETE CURB AND GUTTER. SEE CITY STD DETAIL 126 ON SHEET R3. 15. COORDINATE WITH 0 -SITE PLANS FOR TREES TO BE REMOVED R2 0 0 5 0 20 40 2. 6' CONCRETE SIDEWALK. SEE CITY STD DETAIL 120 ON .SHEET R3. 16. REMOVE EXISTING 10 STORM LINE TO SOUTH (17LF) � R. .W. LINE -i - -'7 \; `R�. W.'\MNTERLINE - _ _ CONNECT FIELD INLET LEAD TO EXISTING CATCH BASIN . mmp 3. BUTT JOINT SAWCUT LINE, MIN. 1' FROM EXISTING EDGE OF PAVEMENT. AT EXISTING OPENING. RIM=374.77 (EX OLD R.O.W. LINE - - EXISTING EDGE OF PAVEMENT --- -�- SEE DETAIL 6/R4. IE IN=372.2 (10"), IE OUT=372.1 EX 15 ( IN FEET ) / PROVIDE INLET PROTECTION PER DETAIL 920 ON SHEET R4. 1 inch = 10 ft. P.U.E. - - - - EXISTING OVERHEAD POWER ---- ----• Project 4. NEW AC PAVING PER CITY OF TIGARD STANDARDS. SEE DETAIL 4/R4. EAST BUTTE 17. TAPER SIDEWALK WITHIN LAST 4 FEET TO MATCH EXISTING CURB AND GUTTER EXISTING TELEPHONE LINE -- - -- - 5. CURB BREAK INLET. SEE DETAIL 3/R4. CONCRETE WIDTH AND GRADE HERITAGE NACKFLOW " SAWCUT - - - - - - - - - - - EXISTING GAS LINE - µ----~ -GAS PARK 6. 8 FIELD INLET OVERFLOW RISER. 18. INSTALL (1)1 WATER METER AND BACKFLOW AND (1 WATER RIM=373.83 (4" ABOVE BOTTOM OF SWALE) METER AND PER CITY OF TIGARD STANDAR . SEE CITY STD DOMESTIC WATER LINE -••-•--•--••-••-••-•--•--•--••- EXISTING STORM LINE -- --µ- -� IE=372.40 (1 ") DETAIL 521 ON SHEET R3. GRADE SLOPE SO METER BOX IS INSTALLED SEE DETAIL 5/44. CONTRACTOR TO PROTECT INLET DURING CONSTRUCTION AT PROPOSED GRADE WITH LID SLOPING AT 5% MAX. INSTALL 12" BLOCK_ STORM LINE �s EXISTING STORM INLET PER CLEAN WATER SERVICES STD EROSION CONTROL DETAIL 920 ON SHEET R4. WALL ON UPHILL SIDE OF METER TO ACCOMODATE REQUIRED GRADE. � 19 UNDERGROUND POWER 7. STREET-SIDE SWALE PER CLEAN WATER SERVICES STANDARDS. 19. CONNECT TO EXISTING PUBLIC WATER MAIN. SEE CITY DETAIL 521 EXISTING MAILBOX U13i SEE CLEAN WATER SERVICES STD DETAILS 700 AND 710 ON SHEET R4. ON SHEET R3. CITY WILL TAP THE EXISTING 10" CAST IRON HIGH PROPOSED CONTOUR LINE 376 PRESSURE WATER LINE. CONTRACTOR TO VERIFY SIZE LOCATION AND 8. PARK PATH, SEE LANDSCAPE PLANS DEPTH OF EXISTING LINE. NOTIFY ENGINEER OF ANY DISCREPANCIES. STORM INLET @ EXISTING JUNCTION BOX EB . REFER TO CITY DETAILS 180 AND 182 ON SHEET R3 FOR STREET 9. PROPOSED STREET LIGHT ON NEW PGE POLE. 200 WATT NPS TYPE M-S-3 REPAIR. COORDINATE GAS CROSSINGS WITH GAS COMPANY. WATER METER PR LUMINAIRE ON A 7 LONG LUMINAIRE MAST ARM. MAST ARM MOUNTING �� 1 N HEIGHT TO BE 30'. ALL LIGHTING EQUIPMENT TO MEET PGE STANDARDS. 20. INSTALL 20 LF OF 10" C900 STORM LINE AT 0.5%. BACKFLOW EXISTING TELEPHONE RISER �� ,�� 8� �► 10. PROTECT EXISTING POWER POLE AND LUMINAIRE. 21. ELECTRICAL ON-SITE POINT OF CONNECTION - CONTRACTOR TO INSTALL 3 BOLLARD Q EXISTING SIGN . CONDUIT TO RESTROOM ON SITE. COORDINATE WITH PGE FOR SIZING AND �• 11. REMOVE POWER POLE BY PGE. SITE ELECTRICAL PLAN FOR CONTINUATION. STREET LIGHT EXISTING POWER POLE -9 yN o'� . to • 1t, 12. RELOCATE EXISTING MAILBOX 2 BEHIND BACK OF CURB. 22. REMOVE EXISTING BOLLARDS AND REPLACE 3 BOLLARDS AFTER CONSTRUCTION. NEW AC PAVEMENT yJR.HE��� 13. REMOVE CHEVRON PADDLE 23. INSTALL NEW POWER POLE. COORDINATE WITH PGE. = EXISTING GUY WIRE � � � � .� EXPIRES:. 6 30 13 &_ - 14. REMOVE AND INSTALL NEW PUBLIC SIDEWALK WHERE IMPACTED BY STORMWATER SWALE ; EXISTING STREET LIGHT CONSTRUCTION ACTIVITY. REPAIR ALL IMPACTED LANDSCAPING �* SEE ON-SITE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION IN THE R.O.W. CONCRETE SIDEWALK - - • TO ORIGINAL CONDITIONS. © GROUP MACKENZIE 2012 ALL RIGHTS RESERVED CONCRETE DRIVEWAY ,p • e . 4 . 4 THESE DRAWINGS ARE THE PROPERTY OF ...................................._......................................_.................. .................._..............................,......._...................................... ... ........-................ .................................._......................................_.................. ... GROUP MACKENZIE AND ARE NOT TO BE . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , :...:...:...:..7...:...:...:..:... . . 7 . : : : : : MANNER, USED OR REPRODUCED IN ANY MAN , , , , , . , , , , , , , , , , , , * ' ' ' ' ' ' . . . . 1 1 . . 1111 , . . . , , , , , , WITHOUT PRIOR WRITTEN PERMISSION - . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . I * I * I * : : : I * * * * * II * : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : REVISIONS: . , , , , , . . . , . . . . . . . . . . . . . . . . . . . , . O : : . : : . : . . : . . : . . : : . . . : : : : : : : : . : : : . : . . : . . : : : : : : : : . : . : . . : . . . : . : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : Z 382 , , , , , , , , . , , , , , , , , , , , , , , , , , . , , , , , , , , . , , , . . . . . . , , , , , , , , . - , , , , , , , . 1111 , , . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . �2 �Q REVISIONS REVISION DELTA ........................ ...........................I........ ................................... .................................. ...,,.........I................I.. ................................... .................................. ..........I....................... .................................. .................................. ..............,..,........,....... ................................ ..,.... ...... .................................... .................................. .................................. cn �. �,. . _ , . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , - : , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLOSING DATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : , , , , , , , , , , , , , , , , , , , , , , , . . T J �o SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : 380 3W : ' ' * * : . . . 11 . . . . : . . . . . . . . . : . . . . . . . . . . . . .is . . . I _ I . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . ' ' * * , : ' ' * * , , * , , : , * ' ' , * * , * : ' ' ' ' ' ' * ' ' : * * ' ' , * , * . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :+ . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :- ------:.......................................7.................................................................................................................. .......................................:........................I..........I...L............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................I......................I...........................................................................................................................................................................*- : : _ : : : : : : : : : : : : : : : : :Y cV . 378 . EXISTING l� . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M PROPOSED E tNG G Ol1N[� 378 .......................L.,..._ .. 00..............................._....................................._............ A T C :N 1' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GUTTERLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'n , . PROFILE . . . . . . . , , , , , , , , , . , , , , . . . . . . , , , , . . . . , , , , , - , . . , , , , , , , , . , , , , , , , , . , , , , , , , , . , , , , , , , , . , , , , , , , , . , , , , , , , , . , . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :EXISTING :GROUND: . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q r� . . . . . . . . . . . . . . . . . . , , , , , , , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , , , , „ : , , , , , , . . . : , , . . . , , , . , , , . . . 1,,,r��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . , , . . N . . . .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ¢:co SHEET TITLE: AT SAWCUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . .Q ��:� . . . . . . . w '°a . . . . . . . . ;� M.o� , , . . , , , , , , , , . , , , , , , , , , , , . . , . I , , , , , , , , , , , , , , , , , , , , , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4�: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o0 m -' PLAN/PROFILE , . , . :___-.,�: _ _____: . . . . . . . . . �W. . . . . . . . . . . . . . . , , , , , , , , . , , , . . . . . . . . . . . . . .+�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , . , , , , , , , , . , , , . . . . . . . . , . . . . . . . . . . . . . . . . . . -.�__._ . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ."-to, . . . . . , , . , , , , . . . . . 376 _ _ -:-;___ _ W , . , , 1111 , , , . , 1111 . . . . 376 SHEET _. _.. _.. .._.. .I....................... .......................o... _,.. .. .... .......... ................................... ................................... .................................. ................. . .. , , . . . __ . . . . , . . . . . . . . . . . . . . ' . , . . . . . . . . ii.l _ _ _ ---: aQ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . I . . . . . . _ - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . . . . . . . . . . . . . . . . . . . . . . . STA 13+ :W ___ - �. . . . . . TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- -- _ . =- -. - , . .-.-_-_T__ . . . . . . . . . . . . . . . . . . . . . . . . �ZI , , . _ _ _ _ _ _ �, , , , , , , , , . , , . , , , , , . , , , , . . . , . , , , , , . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - _ . . . . . _ _ , . . . . . . . . . . , . ___ _.� _ . . . . . . . . _. $=.1 _ _ _ _ _ STA 16+00 :19 : . . . . . . . . . .---.--.� -. - - - ---- - . . . . . , , , , , , , , . 111 , 1 , . . . , , , , , , , , . 111 . 1 . , , . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . ..J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-.--. . _._ . . . . . . . , , . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . I . . . . . . . . . . . . . . . --- . . . . . . . . . . . . . _ S --- _ � _ , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . , , , , , 1 . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2: . . . . 5=-1.d fi690 . . . . . . . . . -. _ . . . . . . . . . Q% . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . , 374 _ --� , , , . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . I . . . . . . . . ,- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 374 -- - .................................. ................................... ................................... ........... .......................I.......I. ..,.......................I...I.... .I..................... ...... ............................. ,. ..,...... . . . . . .: . . . . . . . . . . . . -0 . . . . . . . . . - . : ...:..:...:......:..:. :...:...:...:...:...:...:...: :...:...:...:...:.._....:...:...: :..:....:..:...:....:...:...:...:._ .:...:...:...:...:...:...:...:...: :..:....:...:..:....:...:...:..._. :...:...:...:...:...:..,:...:...:. :...:...:...:...:...:...:...:...: :...:...:...:...:...:..:........: .....:...:...,...:...:..:...:....: _ .:...:..... :...:...:...:...: :...:..._...:...:...:..:....:.... -...: _.:...:.._ ..:........ ............ .................................. .............................,....._ .......................,.......... . . . . . . . . . . . . . . . , , I , , , , , . , , , , . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . : . . . . . . . . . : . . . , . . . . . : . . . . . . . . . : . . . . . . . . . : .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , , , , , . , , , , , , , , . , , . . . . . , , , , , , , , 1 . . . . . . . . . . . : . . . . . . . . . : . :MATCH DRAWN • MA EXISTING- CURB G . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,STA. 14+9 .03 . . . . . . . D BY. , , , , , , , , . , , , , , , , , , , , , , , , — , , , . . . . . . . . . . . . . . . . . . . . . . . GUTT = , , , , , , , , . , , , - , , , , . , , , , , , , , . 111 , 1 , . , . , , , , , , , , . , , , , , , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -GUTER :ELEV. 374.24 , . , . . . , , , , , 3?2 . . . . . . . . . . . . . . . . . . . . . . . . 111 . 1 , , , . 1 - . . . . , , , , , , , , . 11 , 1 1 , . , . 1111 . . . . . . . . . . . . . . . . . . . . . . . 372 .............................................................................�,-,.....,.......................,..... ................,............................................................r.................................I... .................................. ....................I............. ......I................I........... .................................. ................I................... ..........I....................... .................................. ..................I................_ .................................. _ ................,................. ..................................._ . T.. �.. .. .. .. _................................... ........................ ...............,...........,...... .. �.. : CHECKED BY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , 1111 . 11 . . . , . . . . . . . . . . 1 . . . . I . . . . . , . . . . . . -XIST'iN�G--•Gt1TTER•�•• ..-.. - , , , , , , , . , , , . . . . . . . . . . . : : : : : : . . . . . . . . . . . . . . . . . . .PROFILE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . , . , . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . SHEET. . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :: . . . . . : : : :370 . . . . . . . . . . . . . . . . . . . . . . . . . . .: : 370 . I L _................................... „ ... . . .............................................................. . , . . . . . . . . . . , . , , , , , , , , . 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . : I . . . . . . . . : . . . . . . . . . : � . . . . . . . . : . . . . . . . . . . . . . . . . . . : I . . . . . . . . : . . . . . . . . . : . . I . , I . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : : : : : : : * 111 * 1 : * . : . . . . . . . . � : . . . . . . . . . : : : : : : : : R2 : : : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: : : : : : : : : 1. : : . . . . . . . . . : . . . . . . . . . : ,,. , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : * . . . . . * ' ' : 11 1111 : 1111 * 11 * 1 : . . . . . . . . . : 11 ' ' * * * * * : * * * , * ' ' ' ' : , * , * * * ' ' , : , * , * I . . . . : . . . . . I . . . : . . . . . . . . . : : : : : : : :HORIZ: :1. .. a. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " 2 •» s , . , , , - , , . , , , . . . . . . . . . . . . , , , , , , , , , , , . . . . . . . . . . . . . . I . . . . . . . 111 , , , 1 . . , . . . . . . . . VERT: 1 _2 . . . . . . . . . . . . . . . . . . . . . . . . ' ' * ` * * ' ' ' ' ` * * * ' ' ' ' ` * * * * 368 . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . : : : % , . . . . . . . . . . . . . . . 300- 1 � I I I / I I I JOB NO. 2110260.00 13+50 14+ 14+50 15+fv 15+5Q CITY COMMENTS - 01/09/2013 . BID/PERMIT SET - 08/08/2012� I . . 211026000\CIVIL\260R2.DWG RJH 01/09/13 10:06 1:10 0 _ o � ro 0 3/4" R 6" EDGE CURB JOINT DRAINAGE BLOCKOUT 5 MIN. SEE NOTE 5 ROW 3" I.D. SCHEDULE 40 ® @0 1" 6, DWV (ABS OR PVC) a 2� " -�' DRAINAGE BLOCKOUT PIPE W/COUPLING •/ S •..,.., f.... D .•,'• 1 BATTER •• ..1••moi• .1 it N 4..^ .t•wi.. . .1 'ted•/• •'.1'. 4 ROA - - a 3 I.D. SCHEDULE 40 : .... •. ___ _ DWV (ABS OR PVC) ROAD 1 6 1 R a a ° 1TI=111-1 fT=11T 1Tf- :1(1 1T� a `'-- PIPE W/COUPLING 4 d 12 ° °•0�� d2" OF 3/4"-0" BASEROCK 0 0 ° 16 " 01- 00 0 ° " 0 � o d COMPACTED SUBGRADE o 000 0 0 44 • 41 MAX. o W a O oo o DOa o o a ° o o 'O C) toDO 0 O d BASE COURSE 1 SIDEWALK ADJACENT TO CURB ° ° �o a a : 24" �, O Q " O O Q ° 4 4 5' MIN. ROW (9 0 (0I� �► Ld " 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR ei &" 9 APPROVAL FROM THE CITY ENGINEER. .�. • q • ....,: .; .,. Client ROAD =_• :,�p::-1.•d :1 1•77: •_•.. d-'• ~_I' 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 1=_I 11=1 11=1 11=1 11= 3. EXPANSION JOINTS: 2" OF 3/4"-0" BASEROCK NOTES: A. TO BE PROVIDED: COMPACTED SUBGRADE 1) AT EACH POINT OF TANGENCY OF THE CURB. 2) AT EACH COLD JOINT. 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 3) AT EACH SIDE OF INLET STRUCTURES. SIDEWALK AWAY FROM CURB OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 4) AT EACH END OF DRIVEWAYS. NOTES: TO A MAXIMUM OF 20 FT. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS fi SACK MIX SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON -EXTRUDING, WITH A THICKNESS OF 1/2 INCH. OF 1-1/2" TO 3". WITH A MINUMUM THICKNESS OF 1/2 2. PANELS TO BE 5 FEET LONG. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 4. CONTRACTION JOINTS: WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. A. SPACING TO BE NOT MORE THAN 15 FEET. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 5, BASE ROCK 2"-0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, MICHEVER IS GREATER. CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. AND MAX. OF 3 FEET FROM PROPERTY LINES. 8. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE A. 3" I.D. PIPE WITH COUPLING. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. Project 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER SAW CUT VERTICALLY 18" EACH SIDE of DRAIN AND REPOURED TO FULL DEPTH'OF CURB. EAST BUTTE L SCHEDULE 40 DWV (ABS OR PVC} PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED C. DRAINAGE ACCESS THROUGH NEW CURBS SHAH BE PLACED A MINIMUM OF 2.0 AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. HERITAGE PIPE. PARK APPROVED W. NO SCALE APPROVED Imo: NO SCALE APPROVED W. NO SCALE AGUSTIN P. DUENAS CONCRETE DWG. NO. AGUSTIN P. DUENAS DWG. NO. AGUSTIN P. DUENAS p} N©. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 13125 sw HALL ILvn. CM 13128 M HAL aw STANDARD CURB 1310&%%H"S.W. Cm CURB & GUTTER ' ''��qtr JULY 2001 SIDEWALK acs:f�839-171 WY OF FAX: mm-rat 1 2 0 CITY OF mamm FAX so mm-r� JULY 2t�1 125 FAX ��WN--M7 JULY 2�1 AI�WAI.DAIS APPROVAL OATS pTMAPPROVAL 126 TE EXISTING DRIVEWAY lot MATCH WIDTH & GRADE SACT A 12" BEHIND SIDEWALK RJ W LINE SURFACING OR BEHIND CURB O N -' - SEE NOTE 3 MATCH EXISTING MATERIAL_ WHEN NO SIDEWALK 6" z TOPSOIL EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING OR AS 7yc ©- N DIRECTED BASE MATERIAL " ss n JR.HG� SEE NOTE 4 5' MIN 2% SIDEWALK � 2 OR 1 1/2" 17 X30 X12 ROTOCAST METER BOX EXPIRES: 6/ _30/13 i METER W/17 X30 ROTOCAST LID W/TOUCHREAD HOLE w SEE I I I AC ;; -; ,� . :�;. -. ,•, .t. O GROUP MACKENZIE 2012 •t z = r C ALL RIGHTS RESERVED LANDSCAPE NOTE 3 LANDSCAPE '' v SEE NOTE 2 a I m 8 I vim, ( o a • � 4 THESE DRAWINGS ARE THE PROPERTY OF t ( ►�' I p0 o p o O 0p 0 p0 0000000 GROUP MACKENZIE AND ARE NOT TO BE STRIP STRIP F I USED OR REPRODUCED IN ANY MANNER, F- O ..<. ' MANNER 'o 00o �oooOo 00000 00 AB oo 00 QQooz _ Co OOo AGGREGATE BASEROCK WITHOUT PRIOR WRITTEN PERMISSION 0040O 0 000© OQolfo o000O A > I ( z 2" FLG X COMPRESSION ANGLE REVISIONS: 30 MAX ' ( M ( I ' I ' '- STOP FITS 1 1/2 APPLICATIONS z ( I I I_ 3 3 - - (- - - - - - - COMPACTED SUBGRADE / } N a REVISIONS REVISION DELTA 101 MIN G MJ X TAPPED wo SHEET CLOSING DATE PLAN > ° �_ r LOCAL STREETS: „ „ 2' TEE RAW `t � z�� ® 2 TYPE K almi3COPPER PIPE " PROJECTED TOP 6" ad AC - 6" CLASS "C" ASPHALTIC CONCRETE, 3/4 OF CURB 2% `� MAX •-a N ��',, AB - 4" (1-1/2" - 0"} AGGREGATE BASEROCK T OR STREET ( --•�. �°° °°- ° _ III-111=1 ��l ' AC - 8" CLASS "C" ASPHALTIC CONCRETE MAIN LINE COPPER BENDS o�°��o��o�o : : •.4: •4: •_ •. °" _- �,i I I,. I�'- 6m MIN 6* MIN MINOR COLLECTOR STREETS: AS NEEDED 0 00000 .. o 0 0 •' • • I (-)I I- 6" MIN BEDDING BELOW Q) 0 0° ea oe°o°oo°a°o oo 000 eo oo a oe e. �� " N 00 0° 0 00 0 `� °°g'°° °��^ °�) 6 X B 10 GA MESH OUTSIDE OF PIPE BELL c�s " 2" MIPT X COMPRESSION CORP z AC - 7 ASPHALTIC CONCRETE, SHEET TITLE: ©d0 0 0 0 11, ,III,��III���Ili�ii11111�i�i1111��111'��II'I SEE NOTE NO. 4 '° AB - 4" 1-1 2" - 0" AGGREGATE BASEROCK B� C / } 2" OF AGGREGATE gL> W o OR DETAIL SHEET SECTION A-.A (3/4"-0") COMPACTED I:r > AC - 9" CLASS "C" ASPHALTIC CONCRETE \\�\i!\��\\moi\�\ . NOTES: \\ \\i i\i\\� \\i i MAJOR COLLECTOR STREETS: 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. TRENCH FOUNDATION AC - 9" CLASS "C" ASPHALTIC CONCRETE,' CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO METER STABILIZATION. AS REQUIRED AB - 4 (1-1/2" - 0 ) AGGREGATE BASEROCK LOCATIONS. HORIZONTAL & LEVEL. 2. CURB JOINT SHALL BE TROWELED NTH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED NOTES: MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: DRAWN BY. MAG 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 1• JOINTS TO BE TACK AND SANDED. 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. CHECKED BY: RJH 2. JOINTS TO BE TACK AND SANDED. 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. SHEET: DME REVMM NO SCALE � NO SCALE APPROVED ft NO SCALE '`SPR VEE @Y CITY OF TIGARD NO SCALE R3 ENGINEERING DEPARTMENT STANDARD DRIVEWAY Dom, NO, ENGINEERING DEPARTMENT AGUSTIN PENAs ENGINEERING DEPARTMENT AGusTIN P. DUENAS PAVEMENT DIG' OUT oRBcoN AGUSTIN P. DUENAS. P.E. CITY ENOWEER TRENCH DWG. NO. DWG. NO. ;t., Cllr ITALCONSTRUGnONAND 2 � 1 -1/2" 13128 S�ItMl 8L5fO. ,, 13128 sr�.HALL BLVD. 13128 Sw.HALL 8Lw Orr Orr ENGIIVart DWG. N0. ®-. TRANM=An0ND1VWN VOM.°�°°�' w/LANDSCAPE STRIPS .° °°�' MmH 199e BACKFILL '°' H 1993 AND REPAIR 'M S.W. . FAX �->2 141 FAX � �- 180 FAX ���-7 182 �.' nGMM,O)E WN 9W JULY 2009 WATER SERVICE521 CITY OF 7EOARD CITY OF llt APPROVAL DATE CITY OF 71QARD APPROVAL OATS volm(=D Otrn. arooN aMM■ooM a■ooN FAM (b03j 6$4-7M APPROVAL GATE JOB N0. 2110260.®0 CITY COMMENTS - 01/09/2013 BID/PERMIT SET - 08/08/2012 211026000\CiVt(�26QR3DVy0 RstN 411411- 10:07 1:11) 6" MIN. BENCH 0899CGD 6VARIES 40' APPROX.DRAIN AREA=30.00 SQ IN 0.5 TO 16.3 APPROX.WEIGHT=4.54 LBS ® 'ca no 0 P.U.E. NEW R.O.W. OLD R.O.W. � R.O.W. W 0 8 P.U.E. 7 R.O.W. DEDICATION 10.5 9.5 2% 4.00 8' 6.5' SAWCUT LINE 1' MIN. FROM EXISTING PAVEMENT + EXISTING EDGE( DGEOF PAVEMENT ?.• ( X40 p1P� qk SEE DETAIL 6/R4 FOR BUTT ) JOINT DETAIL. CONCRETE SIDEWALK. SEE © 0) CITY DETAIL 120 ON SHEET R3. 3 2' , 3 0 -11 11- : •g 08.00 8" o DOME GRATE 0 SEE SHEET L4.1 FOR °� SEEDING / PLANTING a ' ON SLOPE g g SWALE. SEE DETAILS 700 NEW PAVEMENT. SEE DETAIL 4/R4 0. °q*c D AND 710 ON THIS SHEET gmMm Oto CURB AND GUTTER. SEE CITY c STD DETAIL 126 ON SHEET R3. 1 STREET SECTION AT SWALE R4 STA 12+76.80 TO STA 13+30.80 & STA 14+29.90 TO STA 14+67.40 Client 6" MIN. BENCH 5 8"INLINE DRAIN 6, 40' R4 .W. NEW [fLD (,� ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE P.U.E. R.O.W. O.W. R.O.W. GRATE HAS A LIGHT DUTY RATING NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA 30518 I QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3-46 DUCTILE IRON PHN(770)932-2443 s > > PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TRANSFER,OR LICENSE THE USE OF THE DESIGN OR rTylo'tlaSt FAX(770)932-2490 8 P.U.E. 7 R.O.W. DEDICATION 10.5 9.5 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING N0. TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME www.nyloplast-us.cam 7001-110-228 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ARIES FROM CONTAINED HEREIN,OR MANUFACTURE OF ANY DATE 33-06 2% ' 4 TO 17.7 ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS 8 IN DOME GRATE ASSEMBLY ' EXISTING PAVEMENT Is FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:4 SHEET 10F 1 DWG NO. 7001-110-197 REV A fi.5 SAWCUT LINE (1' MIN. FROM PERMISSION FROMNnOPLAST. EXISTING EDGE OF PAVEMENT) ( ' `'•'1 SEE DETAIL 6/R4 FOR BUTT 7 JOINT DETAIL, BUTT JOINT WITH CONCRETE SIDEWALK., SEE TACK COATING CITY DETAIL 120 ON 'SHEET R3. •'•= 0 SEE SHEET L4.1 FOR 18" 6" ONEDING /S OPE PLANTING NEW PAVEMENT. SEE DETAIL 4/R4 Project CURB AND GUTTER. SEE CITY o d o 0 0 0 0 EAST BUTTE �.,„•'w• = STD DETAIL 126 ON SHEET R3. HERITAGE PARK •° • °w 4 2 w M STREET SECTION NEW AC EXISTING AC R4 STA 11+13.03 TO STA 12+76.80 & STA 13+30.80 TO STA 14+29.90 PAVEMENT PAVEMENT ffi.�° w & STA 14+67.40 TO STA 14+81.72 c�i�• ° •.• �. Baa . O rM. . %� DEPRESS GUTTER ®• .°w• 2 AT OPENING BUTT JOINT SAWCUT DETAIL PLAN VIEWR4 N.T.S. . ® i °�a°'w'®�'a•` .aw'®w ® "�'..°.°w2® ° `t w.'w.. , °•° a oa..+ < ••w®>®w . a .•.d.m a�aw°°•�� ° � ��•Y 'tE.N '�• a $ 0 STREET �o . ° . $ CONSTRUCTON y : .0SLOPE PER. i R.H GRADING PLANA.C. ater�uSwae saeover-excavated and filled to fnal de with 12-inch amended 6ha4- . 4 ° a ® a : 6/30/13 3OF /"-0" CRUSHED ROCK pm3 � ,. 46 , DEPRESS GUTTER • $ . Aa •° a® 12" OF 2"-0" CRUSHED ' DEPRESS GUTTER " • -- - ____= ROCK BASE 2. A biodegradable Erosion Control Mattie shall be laced over the topsoil throughout the 1" REBAR FOR BAG REMOVAL GROUP MACKENZIE 2012 " 2 AT OPENING i-_+ �_�(�_) � 1�-1 -I -) -� �_ g p P © ALL RIGHTS RESERVED 2 AT OPENING -III-� =)(�=i I I-I i =)(�=)(�-�I I- -- COMPACTED SUBGRADE swale cross section,fabric shall be held in place in accordance with the manufacturer's CATCH BASIN GRATE THESE DRAWINGS ARE THE PROPERTY OF SECTION A-A PERSPECTIVE VIEW installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) WITHOUT PRIOR WRITTEN PERMISSION b. All other areas-iow-density jute matting(Econojute or other approved equal) 3 CURB BREAK INLET DETAIL 4 ROAD PAVEMENT SECTION 3. 2.5-3 inches of 2"- "river run rock shall be laced over REVISIONS: N.T.S. AC-PAVE p the matting evenly throughout the R4 NTS R4 length and width of the Swale. ; .' N¢ REVISIONS REVISION DELTA CATCH BAST 5� THIS CLOSING DATE 4. Plant materials shall be placed in accordance with the plan and plant table as shown on _ o SHEET approved plans. •'.•. •: �: • EXPANSION RESTRAINT 5. The water quality swale treatment area plantings can be deemed"substantially complete" • . once active green growth has occurred to an average growth of 3" and plant density is an 4 D average of approx. 6 plants{minimum 1-inch plugs or equivalent)per square foot. Z tt�• t D 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth •` 1'-0" 12" TREADS 23" o and density matches the engineer's design as shown on the approved plans and all other FTISTORM PIPE o �7 APPROVED requirements have been met. The engineer must certify the facility to be functional,in E0 MATTING accordance with the approved plan design to begin the two-year maintenance period. � : •� .. ''. ''• Y MAINTENANCE � � .• 4�Zl: ; ' •A a •. ; 1 1/4" PIPE RAIL TO '_ y Ss �' r '- �••` SHEET TITLE: MEET ADA REQUIREMENTS - - 1. The permittee is responsible for the maintenance of this facility for a minimum of two years DETAIL SHEET SWALE BOTTOM followingconstruction and acceptance of this facilityper Chapter 2. 4 CONCRETE .•-� 2 MIN. LANDING � � 12" MIN. TOPsaiL � p � 2"X2"X�'�." RUBBER BLOCKS MIN. b 2. Irrigation is to be provided per separate irrigation plan as approved. ANTI SKID Note: Irrigation needs are to be met using a t irrigation stem with a timer during POLYPROPLENE NOSING � ,g g temporary ga system g #3 NOSE 00 { WOVEN) y BARS n I- 0.5' MAX. guard against damage from freezing temperatures.Water source shall be as shown on the 4" " o � - 1 R x BA K w �, approved plans. x n m RIVER ROCK 2 -3/4 �. En WOVEN POLYPROPLENE SACK ALK ¢ gineer or Owners Representative is to visit and evaluate the site a minimum of twices" 0 2.5 - 3 DEEP annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary 1 NOSI G N FREEBOARD TREATMENT AREA FREEBOARD to ensure a mum of 80%survival rate of the required vegetation and 90%aerial DRAWN BY: MAG SWALE AREA AREA N fi' MINIMUM WIDTH AREA COV e. Non-native,invasive plant species shall be removed when occupying more than NOTE: EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* P P pymg CHECKED BY: . RJH SEED MIX LOW GROW MIX NONE LOW GROW MIX 20e/o of the site. FOR FURTHER INFORMATION COMPACTED FILL rl SEE NOTE 5 SEE NOTE ,#5 . . 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE c - . FLAT BOTTOM . . 4. The facility shall be re-excavated and planted><f siltation greater than 3 inches><n depth MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER SHEET: occurs within the two-year maintenance period. FABRIC INLET SACKS. SIZE OF FILTER SERVICES EDDIMEN S CONTROL " 0* OR AS APPROVED FABRIC INLET SACKS TO BE DETERMINED PLANNING AND DESIGN MANUAL. 6 1• NOTES: BY MANUFACTURER. 1 1. REFER TO APPENDIX A. CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. 2. PROVIDE IRRIGATION AS APPROVED BY CWS. 3. JUTE MATWATER QUALITY SWALE INLET PROTECTION �. TING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR FABRICS. COCONUT.FIBER IS ALSO ACCEPTABLE. CONSTRUCTION & MAINTENANCE NOTES TYPE 5 j/''''�'f� T�, 6 CONCRETE STAIR 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. SE�C'�tiG'eS aemWciff des 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%, R4, N.T.S. STAIR COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. DETAIL N0. 710 REVISED 12-Ofi Our commitment b clow. DRAWING N0. 920 12- Our commitment is clear. JOB NO. 2110260.00 CITY COMMENTS - 01/09/2013 BID/PERMIT SET - 08/08/2012 211026000-CML RJH 01/09/1,3 10:09 1;10 s �X-2 SW CANM?BURY LN � mC*4 s JC •� Cpp b +. ...... ....�. ....M ......• ...... ....� ..... ...,.,+«.. ..+. ...w«.» .,...�». +..».............................. »...,. ..,.... »..... ...... ....... ..... ...... ..... ,....'. .,.MMS» ,.... � � ' w w w u - w w (� 1 C�, U # • •+ ♦ o ♦ « o o « ♦a e« ° t 'w a «•ado ® so s ♦ « ° o ° o •♦ oa s + o «moa o 0 0 s + °s. a • + ♦o s ao s s •a e s ♦s ♦+� ° + s ♦ o + o • ® ♦ ' °aO ° '� o •° • ° • ♦• + • •,�o« +• + ♦s ®« o a ♦ �o •s ®oma + o« o « o e • a s o ` ®o a o« LEGEN -- + EXISTING EXISTING D VEWAY « 01 g ♦ •o PROPERTY LINE -- - - = m O to ELEVATION CONTOUR 375 +® g CM • I I � 7 " � � � � � Cm • Ogg STORM SEWER LINE STIP0 00 (IL « SANITARY SEWER LINE SS e � 'a ♦ NATURAL GAS LINE GAS 000+ Client®' « L.-J a OVERHEAD POWER LINE OHS' Ln + MANHOLE 0I TAX LOT 270 A � � CATCH BASIN MAP 2S-1-11B W x FIRE HYDRANT ASSEMBLY " 0.12 A ° FIRE WATER LINE w $ ♦® (E� WATER METER 0 , I ♦ . RIM 4. EXISTING MAILBOX " 1 0 15' S «2' PIPE BOLLARD - \ 1�,� e1 IN, STM EXISTING TREES TO REMAIN g EXISTING TREES TO BE REMOVED / 1CYCO - ENCE 5 9036 42" -- s w- w� E x94� , x a Project 4 �� I- �� � t- 1J - EAST BUTTE �z 8 HISTORIC OVERLAY AREA , Y `� 4. 4. 4- x *4 0 0 ) <� �a XISTING DRIVEWAY HER71AGE x PARK A A A A A `r x ,*� A 0 1 DRAINAGE FLOW DIRECTION 4 � 4 4 � 4 � 4 � 0 � � ��� ° � >k 0 x 0� GRAVEL ✓-� A A A A �A A � �° ` t1A 4 -4 t- Y V '� v x �*dy 0 ),Ar "k 'A -V V 0 x K � �A-k � �A r :-, 'P W/DROP / r A V 1 AV Y A. V x V VA 1 L''c � sc � �� 4, x ,4, 4, 4- «d � � 0 � ASPHALT �' ..�•, .�• � � .r" e t A �. ,k .y � A �, � ,� � A �, ,4 4 V � t -� -r � *^-k -1 EXISTING DRIVEWAY a < a4- -+ � 4 ,41 0 � N. < 4. 4ax -$'0 4. "� X a 4. 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EXPIRES♦ 6 34 13 r '7 i GROUP MACKENZIE 2012 A PP W/DROP Q ALL RIGHTS RESERVED ( IN FEET ) 0 � � y 0 � � 0 � r �A Ir -/-A� 7 r ,-A� -'� " -k �rr � `� 1 inch = 20 ft. � � 4. w 4 z 4 4 4. w 4 I � -, k 0 � K � K � k Y �� THESE DRAWINGS ARE THE PROPERTY OF rr -A r A � 4 4. 44�� �' � � � > GROUP MACKENZIE AND ARE NOT TO BE ,�` , ,A" 0 USED OR REPRODUCED IN ANY MANNER, 'D AGR SS SITE AREA A r A A A ' WITHOUT PRIOR WRITTEN PERMISSION tr � ' - 3.0 AC (133,294 SF) 0 ��- . t�a 44 � x I REVISIONS: v o , A A L- A� �A -4A �, .4 �. `� REVISION DELTA o 1 '� �� �� K 0 � x 0 � 'v � �'� �� �x 0 ���� �� � � � � � � S J REVISIONS CLOSING DATE 4.. 4 � 4 4. 1- - t� 0 w w THIS s \ x L• A-4 � � to� �a � � � � '� � '� 4. x 4 � `� `� ENOE RED WIRE , A ' � -� - AA �. 'K� "" 4. 4 S89051 E 247.24 tsA'7 . to 1JA x y 1` Tr-r x'7'7 A 4. 4 V -4C? A A ""- 1J4. \ L °� tr i ° x $ c -17 t, , L "t A ,� to , DO / Jp �o,� 4 a � A � � � t�A -4 €• •� 1 A '4 t,A � A r v 1 �O .4 'v � t -y 0 . 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I — : . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . I . . . . . : I OUT J7 1. 0- — : I I : : . : : X—= OR 76- VERIFY. . . . . . . . : Tw�- : �T -.2-70, - - - I I . . . . . . . . . . . . . . . � I Im : . . . . . * . . . . . . . . . : . 4 . . . 4 . .4c, SANI . .11 I : * I . : . . . . : I I I * -BUILDING -PLUMBING : . . . . . . . . . : % ) EN H,10 NO. 13 k10 I I V.- :: . : : : -P\ Ill : : . : . , �_. SE LINE TO AINTAIN * r. a- 0 . . . . : . . . . . . . . : . le . . . . . . . . . . . : I * I * I I * I I : I * * . . . . I . : I a- Im C il . : : : , %, - - : . . . . . . . . . : . . . . . . . . . . . . . . . . : . . . . . . ' G I I %= C . . . . . . . ': : . . . .PR`IOR :T6. START OF: * �-�� I ' . : ' * : . :pRopoSED . - ..w---Iw Ill : . : * 1 * * : . . . ..EXISTING '8"' STORM PIPE - - - 1. : : I \�, � 1 O' INIMUM CLE R FROM 0 CL 0 : : : : , : : . I .2 < : . . . . . . . . . : . . . . . . : . . . . . . . . . . . . . . . . I . . . : . . . . . . . . . : �� . . : . . . . . . . . . . . . : . . I . . . : I . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . : . . . . . . . . . : - w"""""""""1"`_ . � . : : . �� TION. . . . . I I : : . ..-1owo"o"`�_ .0,;--`It�-311.50(n . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . : : : , : : "I � EXIS INC . 73 1 v, 6 IUUI oa- w 0 : - - BUILDI . . . . � ...-�.-;:-�. .""o' . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . : . . . . . . . . . : . . . . . . . . . : I : : : omml$0000"lll,ll,ll";......;....11.11.011 I : : : : : -4"SS ---�i -379.60- AT-CROSSING . . . :: : : 1 314 1 1 X - 0 m 0 w : . . . . . . . . . . : . . . . . . . . . : . . . . . . ; � . . .. . . 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I . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . : . . . . . . . . . : . . . . . . . .l . : Ns 0 . : ---I : : : : : : : : : : : : 'I., m i I I ................................:..................I....................:.......................................:................ .....................:1......................................:.......................................:.......................................:.......................................:........I.....................I.................................................:...........I...........................:............................................................�......�...........:.......................................:.......................................:................................ i 4 I Coo 0 : . � .� 0 1 1 "I r. u ca ,4 . : # : . . . . . : . . . . . . . . . : . . . . . : . . . . . : . . . . . : : . . . . . : . . . . . : . . . . . : . . . . . : . . . . . : . . . . . . �,,� I , ♦ x - ) 0 M 0 : : , * . . . * * , , o . . : I : : : * * * * I I I * * : * : : : : : : I IE OUT 3 70.9 5 1 ! r=; Cq : . 1. : : : : : : 1. : : : -��'.z . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : I-- Ca 0 N : : : I--- : . . . . . . . . . : . . . . I . . . . : . . . . . . . . : . . . . . . . . . : . . . . . . I . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : � . . . . . . . . : 111�_ E� I J7,5. 00 15 *I � -.9 r. 'V — : : Ur D I . . . . . . I . . . : . . . . . . . . . .. . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : * . N. : . I w C LL= : *. � : : : : : : : : : : : : I � � B IqNN9/ — o0oO LL= w 0 0 : : . . : : : : : : : : : : -) : . . . . . ... . . : . . . . . . . . . : . . . . . . . . : . . . . . . . . . : . I . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : - 1.1 '. I : : . . . . . . . . . : . . . . . . . . . : N I . w 0 0 �_ -A : : : : : : : : : : . , F I :: '. .' '. . . . . . . :: . . . . . . . . . :: . . . . . . . . .EXISTING SANITARY STUB ' * :: * ' ' *1 . . . . . .: *. .* * . : . * * . . . . . ;: : : * * : , * * ,. :: ,. * ' '. *. , * :: * , * *' ' :: *. , * Cl-A IE IN . 00 *f,r, : . . . I . . . . . : . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . : : : : : : : : : : : : : : � � % 11 4 . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . I . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�: I I N. : : : : : : : I...1, ,� i-------: : : : : : : : : * :372 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . 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I I %% x X I [ r . 2' COVER OVER SEWER LINE. 1. . N v _J v 14 v4 10+00 10+50 11+00 11+50 12+00 . 1. 0. . I . POSITIVEGRADE TO ENSURE DRAT 80.12' A \-11% " � A &* 2% MINI I --------- --- 4:1 . ,3�&�O' r-,r- ,3,-7 r,,f. .�r-7 1 � 0 — AXIMUM ON DOWNHILL SIDE. � N 8" IN :( X o Y, x 0 -, N '--...- 111.1... .X., ;I . I I (`2� SANITARY PROFILE -1 LIT, fNdIRF1,0V�PIPE AT 378. I , " pt $1, NILE I N. NSTALL"NEW INFLOW PIP �C2.0) HORIZ: 1 =20' to I I E sw Z�7 � VERT.- 1 =49 1 1 %\-,:� ; . + -9- RIM 4. 7 - � . I- ....-8 Q'VI d�TFf) I w I I I . --.,,_� 1_41 I I I � . ... 11 8 1 /I I , $. ., % � C14 . . . I __J . . . � . m m . . *�t< .. 15 �,') 372.2 1 . � - - . - KEYNOTES - LEGEND , I I I- A� 1 � ... 9 11 .,� . - ----I- . ir $ . I I ON I WHITE PICKET FENCE TO INSTALL SEWER CONNECTION. I 1. REMOVE EXISTING W EXISTING i�� .. ..2 ;-/---,-X/ .�. . I 11%_1�1 I�A �#-r,�:/.�,- ./: ..,.*_��,I I . . -1, - . 2 REINSTALL TO MATCH EXISTING CONDITION WHEN SEWER WORK COMPLETE. -01*. . : "I --- �-_ ) I .,�. . . � T , _.. . � , -/ - ..�.;.. � -,,.- �'_ * . I . I . '\ I- �-.e,* �� _1� . .. . --, — _ _ — .. YCLO FENCE I.P. ** - , I 11 . , .7 2. CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO VERIFY SIZE PROPERTY LINE 4' C r o . .73p. A �x , rlk k- - -_ - N -*�` LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION � . . ; 11 I �/./ � ) I,&I ) ,.,f\.. ,/-, ��.- .,_ - I X 0 71 . . 11 '%'-,10 . 0 . . I - _,., 15 1* x I , 37 1 , — — — % 1* .�- + + I PUBLIC UTILITY EASEMENT A I - I r- x .�, - ... � r Ar-7 " 39036 42 " 136.7 �4�7 v -4 N+ rxo- . . . * 1 3. INSTALL NEW CATCH BASIN ON EXISTING STORM LINE 22' 1 i ,C. x . .. I . " . x 0 Y,1�1 / \ ".,o ,4� "I.. ., k J\_ ' . I " I . Project I I I STORM LINE BETWEEN TWO CATCH BASINS. . —375 . 4 x -. I % I I � . I - ,v 0 'A . % ,Z'. -*1* . I I UPSTREAM FROM EXISTING CATCH BASIN. REMOVE EXISTING ELEVATION CONTOUR —375 + I 0 1 ,---,Ev , �/I., 0 /7; 85 11 ' I t" \1 11� dT I , X 0 'A . I I \ / -1. I., . -'.'.'.-'.*.'.---' 4+ +_1% 111 0 Y. V, .*. . ,� . EAST BUTTE RIM-381.5 IE. IN=379±(EXISTING), IE OUT =377.5(8"). -�-�- -_,�-'- ...,I 1%*..***.'*. x Ic ,:�, ,�, V 6 � � . DRI KING FOU TAIN I-' .#./. _. .:.:.:- - _ * STORM SEWER LINE STM- I .*.�...:....� L_ 14 I,- -4 X . $EE ANDSCA PLANS . V,--4 * ' INSTALL 0 PVC 3034 PIPE FLAT TO EXISTING INLET. k �) ,:1 -*, - - .., 41_�,\ A A "A 14 A I t, * I I HERTIAGE ' STORM IE=377.50 (8"), SEWER IE=379.00 (4") � 0 . ** A A . 11-11 ,. .>" . _.*.*� . . -7,�- ,�L Ar�7 V. k-Ir . * I PARK SANITARY SEWER LINE _ss 'k 0 Y, .. /*/;" -.'..**..- �.. . a , -k 0 Y, 0 Y, �c -A -k 0 Y, k '0 y -A -',-`� . -0 . 4. CONNECT TO BUILDING SEWER LINE. VERIFY SIZE LOCATION AND DEPTH WITH 1 4 .,> I-" .- / .. --,. 4 '�11 + w 2C � 0 y- x )� I I I I . + x + .*.,..'.,.* ..... 4 I^ . _r I 4-4�1 - +e" ..� I I � N -'. ,4 + ** I BUILDING PLANS -.-..-..-..-.-..- V ,4 Ir -..... Il- 1J ,4 1,X 'r �>',I ' x w I . WATER LINE w - GRAVEL I I I'll ,-//..� .. .,:,. A A "A .4 A q I/ _J . .*/11 .� ,I " 1% 11 " ' _ -1 1� . , , :.*.11 r . I CONNECT TO BUILDING WATER LINE. VERIFY SIZE LOCATION AND DEPTH WITH / 'N .�-�*/ �. 0 . *. N � Ic 5. 1 1 .. . � ; +1� .. .:. .h Ir-A -�- r -A � � *1, 9 ,,,-x .- , x .,.'.., p 'A 'k 0 1 . `0 BUILDING PLANS I NATURAL GAS LINE GAS- I I i —— 1_-1 ..." + +,e 441. 0 " / /. � 11 N J.:x, -��J- 2� 1\- I \ / .> , , . VA If ... :;1:,`::.'* 14 . . 11 A X � ASPHALT I -,_.- I 0 1 11-11 ,�. I X'e r 17 :..: I • A A A . 6. COORDINATE IRRIGATION STUB LOCATION WITH LANDSCAPE PLANS. . I. . -�,-^7 v -V 17 A , ** .. I .* I LINE OHW- . % I SO /> , ..I....,--.%....*- /ov yv 4. -�,, 0 -A ,v .. � I //.�..;,Y 4 ..... . .....':,.* - Ic % . . P�_ t 7. REMOVE AND REINSTALL DISTURBED RAISED BEDS AND REPLACE ALL — . — . I �.-�- ..:/ . ..# X + .. ..% I � -11, -1+ 4 �C-.+ + �"+ + + • 4 +e w Y, .. I I I LANDSCAPING AND LAWN IMPACTED BY INSTALLATION OF SEWER LINE I LINE I 1-11 'Oe. 7-':- 11/ .:!/ v v �4 �_k-_4 x 14 ill, + + x + /_, .% i k I I �% /,- /I I -7 r I A r -A * -7 A r ,�4 VAx-4 1,, -4 1 . TO MATCH EXISTING CONDITIONS. � . I . 1__*1 I/ I .*. ..�// 1 -7 A -A * -7 A A I I ill I I - I ,'� - 40 V,, . . . . , y, EXISTING FENCE 11 � � _ v .? I. - * Al > 1k lk -IS, - 0 x Y. . . I V*_/_ _�_-7 I--,, " %.�/ . .# 1,/. .. -11 . 0 C, Y�_ +.4?, :�x W . - ,� If 4 - + + '131+ + 0 �e 0 )�-C x . . 8. PROTECT EXISTING POWER POLE AND LUMINAIRE. SEE ROAD PLANS. �c 0 Y, / \ , -/ ,f:� x x _k+ + t,x Z. + - x x 4 Y, ,�, + - . . I i/1 .1. ./ - I � 0 . I ell + 4- 1-11 I 0 1 ./"/ RpP6 x,4 -3 v v -1 t"A 1* x *r + x + x__41 .. .. I I WATER METERF31 I x ,,"�./.* A A A A A A le -� �, -4 A . . \ I . ., . a -\`7r-1- -\--7i�--j. .k--7 14 At A r �. k-7 9. PROTECT EXISTING BENCH. � v I--,' \ ,,, /'/. ./,, -A -k C- k'7'�'-/- k-7,z- �)r-A--A k k 8 �' .v lk I 1 40 -_-.., . i,:� " A x Y, ,� 0 -i- -A k '7 X ID 'A 3. r-A A--7 X - . . 4 +X \ 0 , )( 0 11 0 )( x -k 0 -A.-- > 0 y-. �. .-�, I. - , BACKFLOW I &@ I I--,' I �, + + +<- +.-,%- , 0 + + v 0 Y . .t 10. INSTALL 2" WATER LINE WITH 1h" METER AND BACKFLOW FOR IRRIGATION, AND %" I . .4 . .1 x x + + + + 11 �� , ,4 . . 11 I I 1.% ,/; . +1�1 -4 v -4 _4 x x +4+ + + _r + + > v x_J ,�- + x + , I METER AND BACKFLOW R. SEE SHEET R2. r/. .>� A A v -4 V -4 1,x-4 V x-4 Ill x-4 x_J x x + L_ '. I _J � I--,' P%., �* * I A A 11, .4 . .. . - / , * A A . .> ,4. , -/" -A k -1 '�' -'�_'i--A Ar-7 r.,t, r 14 --\--7 1 * I I . CATCH BASIN . gm @ I 'I., :�'>�� r *A Ar I r-A k-7 A A A , V) - . . I :� �111 -k Y, r-A Ar'7r ., * _< 11. CONNECT 2" DOMESTIC WATER TO EXISTING WATER MAIN IN STREET. CONTRACTOR .. //. / k 0 + 0 _K Y,_%,�_,'k � x Y,%. 40 $ X /. 1 4 -4 � 0 0 'k 0 0 )� , r , I I TO VERIFY LOCATION, SIZE AND DEPTH PRIOR TO START OF CONSTRUCTION, SEE SHEET R2. --;.."C' I`, � .. . > . + + +_ e_ 4� _1� )c A . -....�� " >� x x + X + + + X + + + + ,;_,-+ > C '� � I STREET LIGHT *-+' . ��.� I Iv + x � 4+ /_ 0 .�- x �,�. . . � I 1-11 / �.c / ,+I V -4 t,r) L_ -4 x x + + X + "r Ir BEHIND FENCE, : .�*/ 141 v I.- 14 L4 � x 4 1 1 A A �_ -4 I 1 12. SEE PUBLIC IMPROVEMENT PLANS FOR NEW POWER POLES. I A I 0 #�� X1 A A A A A co ,J V ,4 L_ _J A . � . t &,. >- ,��-/- k-�k,-A k -4-/_ -'Ic'7 r-/- k u . n I SWALE AREA • INVERTS NOT ,,,, , r-/- Jv'7 k I I./ . * , x 0 -A X -7 V, -A A- -7 -A Ar -7 V' ,if Ar '7 V, -A ^7 A \ , A ...* II., I , I I *** * * -* * * 1 . 'k 0 Y, \-� - ,�.> /. 4 "'. Al 1�1-it -k--7 r I - I I . 13. ELECTRICAL POINT OF CONNECTION TO SITE. COORDINATE WITH PGE AND SITE �_�' � . 4+ +-I,. -.,,.Z.> X, lj� + +-+ : + +X+ +4-+ + x +.a+ +>1 4k 0 x 0 Y, ,',c �:- 0% I I � x I ../"# x x x + ... ELECTRICAL PLAN. \ V;�t A �_ 1%1 � */*/ .:4 .1p, >',4 t,l + X . 4+ +4' �*. * I , MANHOLE 0 . ./ . , / A '-A A �� . /./b 14. 3" ELECTRICAL CONDUIT TO BUILDING. SEE ON-SITE ELECTRICAL PLAN. -k 0 Y, . .X/. .�J * 0 �4x- O ,A �roy, 0 -�-A k-7 ':�>->Y�jf . � � I . FIRE HYDRANT ASSEMBLY la - 4 ,:�- L__ . 4 4-41, + .$1 14 X 0 Y, X 0 Y� 1k 14 r .. . . I I . � 0') + x + ",�>�x" x x 4 1 0 0 Y� )c )( I . . . x x .'�% 0 . . I I/. , 'I / _J + + + 4- - +-'% 14 4 � . 15. INSTALL CONCRETE CAP OVER SHALLOW SEWER - 2' WIDE, 6" THICK, 10' LONG OR TO 1�_r) Ill -4 *8 -4 t�_ ,4 v _J x + x x , + + + -r- + +_N, 9 : V / . A v 14 x POINT WHERE COVER EXCEEDS 2, MAILBOX ED . C�Nj I #*/ . I r k 7. : ., , * . . I 0 x 0 Y, r I . 16. RE-GRADE TO PROVIDE 2' MINIMUM COVER OVER SEWER LINE AND ENSURE POSITIVE � I � 04 n : : :� +,:�, 4-4- 4-1�11 . 4-k 0 Y,11;�x 0 Y, x 0 Y, )c 0 'A k 0 'A** x . I :�9: I L I .. . x . x . .114� A .-N I . C) : - -Li �- . PIPE BOLLARD 0 � � C114 . t. .. . . A-4 + + + + I DRAINAGE. SEED DISTURBED AREA T0. MATCHEXISTING GRASS. i: I • r .I Ar Y- -7 . . `I 1* -. IPOWER POLE CU.) . m .� . 1 4 I k 0 Y, r -A --k--7 r-A Jr-1 *1 + 4-4- N. x 0 I. . I .0 . o ' r ,j. -Ir,7 A �A .. ,04.0 1 - I 0 1 1 3�: Ir— I 0 V. �k 0 'A r -A k _1)� A A ... . Cn I I I GRASS SLOPE EXISTING TREES TO REMAIN 4 .'---. I x �. 'k 0 )� ,,.,.k 0 Y, x 0 % v 0 Y. r Y- Ar-7 - ,y-7r -A -V I r .�. - .. r*_1 GRASS SLOPE k / % /.. .. .1 . +_ , 0 %,� .5 . + + w CD �� � - it :1 — . — . 4-, i+ /_ r 17, x \ -�,/ . . � \ 1,***** + x + x + x +4+ x 4+ +!��+ I _z: I . .>Xx, . . ./ */. . v x + + • .,V.. � . .. ./ �- - */. ./.>,' A A v -4 x + .. 00 . �. J . 1J 11. -- - -- '7 I,- -1 -7777-77 4 :&� C-) = 9* . /. . /. A . LLJ � � t \ I X�-X . .. '� -�,A k-Ir A x-4 i1R, ,.,. . X� A to 0, q I . I Ll- " k I/ - -X/. .X . ./ r-A -7 r-A -\-*7 r-A k'7 r• k A r-e- -V '.*.- 0 1 1 , -7 -.././.-./. ./ X 1� t x y . 24 ROCK TRENCH I . r � . / \ I 1%-- _�/ /:, .,;�< 0 ,,* 0 -A 1k Y, ,� 0 'A -A A-17 r,7(. Jr-7 V,-A -\- 7k 0 -.* , . . I I I . 1k 'A I I LJ IX . .X/- .* : - 1�+ 11 0 'k 0 (01 , � - I as I I I 1. ./. .�-/X . + +4 4 �k 0 Y, )f A X 0 Y4 -11 * * I I EXISTING TREES TO BE REMOVED 4- -, -�, � I :z 0 �It�' ./ . ./ .>-4 + X + x + +15-+ x +I + + a _1� 0 ;�.+ x . ..... r__ .0000"w""114-ftft- . . <D \ IT - .�*/-.* L_ .4 V -4 v 14 x + +k '-"-+ + � . . . I . I I A* . .>-/. I - 14 X + + ... . . * . 0 1 . I - 7 - -Iftwo.- / . + � , A x �_ " 11111 - ___A 0. _ � :>11 A 11 A-J 1,9"i 4 . .. .,J . /.I 'A A�,A,lv.- % I V,I , x 0 -4 . . /I �( .. ( * I&I -ff4w - I .�e- I >_ '1�1 X -'->,/-'- X I x 0 0 Y, �r 0 7, , . -A "m VQ A . ` 14 4v'7 r iL Ar -7 r'A Ar-7 . - - LINE TRENCH WITH I 1 4 . 0 0 0 � . .. #1 - t . . � Y, (-,) + x + A . JX ./. .>: . /I x 0 Y, )v ,I X a � + + x x 0 . . Ic MIRAFI 14ONL FILTER 144- - V. X��-/ . . ./ �>41 x + +�+ + 4 - , 4�, • % . .. i * - a v e , / , -, v x x I/ -4 �4 t, ,J x + +-�.. .> . *1 I + C-0 �L 1 ": 11 _J A I V ,4 x + + + + " I FABRIC N . :* :<>-*��' , ., / A I,-A.'4 I- -4 x x *. - , I& I . X, 0 )( A V 4 /:� ., , A A r -A Jk_ � VA-4 ,I i- 'J . . . . V_ I I . ll. /' *•"' Y/. V•-A Ar-7 A A v I A 4 -*A- -k-I . ./:/. -��/- --,, . V_ k-Ir -A k -7 r-A ",*�- -A --v -7 ^- )k v--A k-k r-)4 J\_^7 -A A ' *. JI J1_*A � + + % */ ././:� . 0 -A A * .'. I I I r-A k-7 x 14 � (. .* :<. - �<�>k�i-k C) ,A 'k 0 Y, 0 % r y- klr-A k-7r 7A k % - * I .p OZMN I J 0 . / / 0 IV V. X< . . 1". . .�, .$% Y. + x , - I . k 0 Y, 1111� .%* :+`++ + 4 Ile . '.� + 0 �� If . -- _I " . . I I I . + + %. • .>-/. . *<)' 1,x'J + + + + f- +4 x 4 + + 0 -- . . • I > � VX , >X ,�'�4 . 51.+ . I . 4 .;�, � � , >./.-.�-/-f v x%J _i + q + + . �. 1 2"-4" RIVER ROCK I I + + x * . x.4 t'.x J , I x x + .* * * I 0 1 1 0 1 � � . ��..", x v -1 %., / .- -X<��X/. . .. �; A �_ I', 11 -4 L, _J 1, -4 ,-+ x +1C+ x x . .... I I q< �4 0 . - _J ,.,-,:-7-!-% � - >X� . ./ . . . ..*. A '7 A - -4 . T I I ** . . . . # :, � .% X�-X ./ ... . T-A Ar'7 r .�_ k ,k A . . -/-R.H . 4" PERFORATED PIPE . I ti " ,I * %% t . */. . 1 .f.. 'r I A A r -,4 V_-A A- . V -J 1, L / N 1: : . >X� I'-A J � -A k IT'Z 7 A ,4 A . I IN FILTER SOCK f lli/. .�./ ./ ...-*. :A *- I 0 1 1. X ./ >-/:<X�-X ,.*.-:-..._.. Vk 0 )� I -- �'-vt k I . . 0 a I � V I * IQ - --w 0 1 '/.*'- ./. .>./ ../.---, = - - I . %\ - / � I I., . --- 4--t- --- x 'A -V 0 Y, x 0 'A - , *.' I cc EXPIRES: 6 %ff I%0 I I %i- -, + -t --;.- -�,,_./.7 .p�r-f-7/_ e_ _ -X<��>:��,->x t�v " " I , , : S � / . . , � $t:,:� - e .�7� .1 , - .+&..& .--.,----.- / A %. � = . . : -, -__ . /. .-*r.-0-,-.f-,-_,V�`,---7-- -,_.- , ,/.��./.'��-/.�>-/.'�- t��-x<>'�.x�>�* */' "'�'4. . , * lx-, . / 'IT � . % -v- Jv'I * , . /. . I_, I . /.. . */. K. / -A- 7-A---t . I 1 7777= . * * . .>-/.'��-/.�>./.,.- ./.'.>-� - ./ . , / -�'il ` -/ ' 14* /,/-,-X- / '�>V��4-� - 3 ROCK TRENCH AT BOTTOM CJS SWALE 1 UTILITY PLAN �k 0 . . .�>-/:�>-/.��.'�_ //:../'-- .>*/., .. ./. . : I .. 1�- , "°7,! .. 0 ./ . /-'--,,,- -< Y' . '/ X . /.'��...-,-/•, 'p.;- _* �-, * , 1 4 1 .'> . . . 0_01,7-�, . . /: /.,.>,/. . /.*. -v-v __ 4 >: L 0 @ GROUP MACKENZIE 2012 � Ir /. �`�- :�.�- '. . /. - 0 0 _;A� IN . / i ./ /. >*%.� 4 ,r-y- -7 J �� . . � �C2.0) N.T.S. C2.0 , x 14 ., 11. . . . .X/.�- -/. .�-/, . .. */.,�- - +x , � + +-x 0 Y, *A .k 'A . T� . ALL RIGHTS RESERVED 1:1 20 0 10 20 40 80 v X . ;.r. ,/�x< + 0 Y, 'k 0 � ;� * .• . I I I I I . . .'�>-/ / ,�x •- -/. . .1 ' ' "r " *. . r-A A A- -1 V- A k '7 � -,-X .,./. .>.x. .��x 1.� ./ */. t, ,4 I,'-44+ + + +I--+ +4-+ 0 +4,+ " .:,, * I 1 3:: 1 THESE DRAWINGS ARE THE PROPERTY OF I � - .:/• •-,-X ->-/:<�-/.. . .,,./. .,> , GROUP MACKENZIE AND ARE NOT TO BE %. , , ./. .��J I'A _J/ �4 I,- '4 �-A'-4 1, ,J L,x ' * . % . X�.�. ./ .,. ./ 1�. . .1 '/:r. .,� I A A I .,;* 4 , �x<>1� . -A . I I 0) I , ./ .1. ? • r-A A- -7 D IN ANY MANNER, +_ ll I � - -X. .- /. .--- . . . / , 1 -7 r -'k-,7 *�1�1.-. . I I . I = = 11111111111111111111111111 MMME -k 0 Y, x 0 A /. -X/. -X, - ./ ./ - -X/. -X<�-X/ A A:, I + + >/�X<N r -A * r -1 .�:��: .�.>-/. 1/1 �k Y, -A I WITHOUT PRIOR WRITTEN PERMISSION *�>-X<>-X .�:�> . ., -1z, -/.'�>-/. . ,-,/.-.), I . I . .... . , . , , 1�1 " 'A � )� "A..' . ( IN FEET ) �_ 1.1.1 -4 , P PIPE � /. . . . -A<�. .. ." * , /. ':��-\ 4 - 4 ,��,.v 0 .)c 0 'A � % ./X>-X/. - *.' . + + 4 _VC _11$� + + e_ . . I I . I / X/. -X/-,-/. .>-/. .>- . .> >. I - I X . .X/. .X/. ./ . . . . I , x x +4:?� __�14 . '. �- -� . -/X>->X�-X',:�> * x _r I - , � � 1 IF=380.95 ,� + + .. . . .� ,:<� 1�_ \1 + 1 inch = 20 ft. . /.�>- �_ �4 v _J x + I - � I- (/BTM -/.'�>-/.�. -/ ". ., A I/x -4 X - . REVISIONS: ". , ,. / ./.<.'.� A L_ .11 A OF 12" %/. 11. ./ /. ' . • ./ 11 A A A A V 14 ... . I I . . . . ,. . , , ,. .,'/. .,./, X X .:%A V, ,i_ -V_/r-A k I r . .1 % . . -,-,./. ., .>-/.�>. "- < �! r-A *-7 A . IV . I \ . A r-A -'r 7 1 %'*" . . . / :<>-�:)�:>:<�.X<�.X<. -X/. ./ .'��.1 x ,>z r-A * '7 x 'A '�_-V- -\--1 r-A -hr -7 . . . � - - 1 4 .N I 0 1 )c C) Y, � �/ "' �� -..i./. .,> ./. .>: 0 )� � Y, 4 I., *,v Y, 'k . . I 0< Y- k I %* '. . :411 >.> /* *//"*/�x�>'�/. /. .A A "I, __ 0 I., vj�_ I + -- ,___� � I + -r %%/. . •. . ,/,1�- . ./* * ,< + +,*+ + .T_- _- + + Y, I ,*.'. *.. REVISIONS REVISION DELTA " 1-� o Y� 1,- 'i . X/. -<; -< -, - /. ./ /:<. X• �- .1 r x �_+ '111 11 I CLOSING DATE . '1�1 I /.�>-/.'�-, �x�;�>:<>-/. . x_J . "4 I. _r % - �i--1 "MIS - �, I Q • , ,J �, 14 . re n + '. '��-/.,� * .. . -7 A - -7 + ( "J- SHEET .N >.>x " ./ + + 4-'4� _. .. . -I- I \ 6' CYC X . 11: �-/.'��-/.'�> L-'A� V x\1 r-I- r Ill -4 x I . .>�>:<>��:<X>-X /:" J v -A k . �r 11m, _. . A r-/- -�r 7 1 X + 0 1 .. WIRE * _J ".'-.\ -/.�>-/." . . / * , . Y'r-i- Ar-7 )( Y, . 11 "I'll'Il.11,11,11.11'll"''I'll""I'll'I , 4m dw il f 6 -1�I I -A kc . / -�,>/ 1K 0 1 1 1� ., mb am \ /I , 6"It"r-, _11-1 r 11 '. ->\��->:,�x/-�, ,-1-`x, , 0 Y,4 + -�.-�- I 4 I I . . - , . . */. . . . + _3�1 X,J . I I - + X, le-1 .,-x/-,-x - -x * *>' * X� � * x + , + + I __ I A \ !/:r — -4 ,<,+ : X .11, � 1, *4 0 Y, 4 1 U. /i N.X . , v 14 / AA + +---� S89051 '05))E / 247.24 /.- - x< '�>.X/-,- , I tl_,� 4 A J. \ . ��;-x - I . r ., % /. _% - _." SEE D TAIL 12/L 1 \ I v�- -_ , * *< ,�>* A A I r�. ., I �:�:< . ' / ", ./. - . .0 �7 A -- + + 11 -4 � I �1� /.' /. 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DRAWN BY: MAG - - + 7 k -7 r-A-tk-11 I " I - r -%--7 " �� / I A � I \ N \-�- 'A/ \ I ,/ / \ I 0 1 .10 I 0 1 \ / / \ \/ - I I_ -4 1k .1 .�t 'a�,A /11 -Nzc Y,--, A I r I \ .� 1�1 'VS E E NO - '. * I I _11� , 11 , A � _ 9 1 k I I I >I . - N — - —-— - - -— .-------------4 - - / . - - I .0 - .� _N \ 0 0 \ I 0 � / i 4z� __ - - -� 7--1)4- - - --r— *--------$4- —- — - h - / CHECKED BY: RJH TJ - *T 7 4 I-V 7_t=__ cr . ��_ 7--7-- _1__-�_� —- . N - — — 1 17 . I ,N� I O/ IA a,I k \ N T C_�--7 4 > -� -,- [_ T -_ -,- /I _\_/_—- . I ,\---------'I, w ,J 4 + IQ V .�N. -4 % a 1�1 / / + + r �\ '..-�- / -�- ,- -��%\ k I x �d � x + �� \ / \ / � / / 1 7777= 1 - BAR CADS �-4 -\--7 "- x �, .� �0 i �r Ju A "���/ 0 v 14 'A�&/ k -4 -"— .e P�l -� _.- 1% —1� SW RD UK x lk 1�15J .14 _J — ____. - — — AT _��_" \Z I -�,, .0 + 1� / .� .1 —WAT— � < + .� 41 V>� - SHEET , —WA — — __:��_, k / ic� - I DI ECTIONAL - - AT — -le — AT— —WAS--------------L----o-----� — — %.,� I I--V, Ill .., tr lWk %%- -_- .� " N _—II - 0. __ I .��' s �, W gi �, _ 1 377 8 .-1-� ,�� "�, f-"t 4:ASTSOUTH Nkfl NE __ ,.;, *-&4 . W. . . . --- I S�; -, �'-wp (_�, 0sw URD K � D6ELOPED) � /I 1-1 .) _11! C�_- v- -- 1: A , % " ", / \ I . � % a, / \ 19-, + �19� . " I "I 3 -7 A I ( NOTE) I - 6' W D FEN E r -�- I T* -I- Ar `�% 'N I I 14 I iiiiiiiiiiii ",�� qmmm� � ^-- Mb mw I I I I 5""CYCLONE FENCE-,./ A I "NEIGH RHOOD 2mO I 14 x RICA � " "�V I I __�" ,>_n 4 P, . . � ��A 7 ...111111'__�' - r -A k-1 / 01 � . & I _ 4� WAT I , - - NORTH PL A 114 1 4 _110� H I I ES —J + x + * TCI� $ 1 . 9� OT FIE M RKYD NOTE) L_ -4 4,k 0 ftf- I I RIM 398.51 I � - )) * M JOB NO. 2110260.1** * . . . - - *,,- . . - - 111 "---* ........,, ,*,*,*,* ,,*- **' ,** ,,* ,"* -. . . . . . -- ss - - c,- __7.T-- ' ' *. . . .- . .Z. . -, :. -..-. _ �- .-- - ..- - . . .. . . . .: --7. . . , ..........................................�-. . . . . . . . . . . . . . . .- -- -- .I . . .---. . . . . . . . .. . . . . .--. . . . . . . . -IN (N) 396.41 C-1-A I %wo I f%^ 010---I C COMME — 011%m/ 3 � BID/PERMIT, SET — 08/08 2012 1 2i1n2Annn\rnm\qr,nrqnnwr P.m m_/no/vy. in-,,z.7 i>nnn, 01) �WN-1Y W V o •®w w co Ora • . s s a s ma s *0 • oo ® m "s " a�a •e " ®® a s * a" • e o ® "s a " a s s ®,..,_ s s •o " • a s a os g • ate" a • " • "" a • �° . • ® " a " o s a • s a • s ® •os o • o sa a o • o • m o s • oo, o • 3 A • s•o . • o s TREE PRESERVATION REMOVAL SCHEDULE N " g M c0 �. ALL FENCE SHALL BE "� g C a — a � ITEM NOTE 40w IV INSTALLED AS SHOWN ON a THIS DETAIL. PLAN •. LOCATIONS ARE • 3 �• DIAGRAMMATIC AND EXISTING DECIDUOUS TREE TO REMAIN INTENDED TO SHOW ' ' a• "� � � � � EXTENT ONLY. ,. _ � ' i a n " � o 0 14 or -7 7'mamw mmw / / 4 K. CM EXISTING EVERGREEN TREE TO REMAIN * �•° p� o x Zo 16= A Ln t cx x x,) EXISTING TREE TO BE REMOVED TAX _ T 270 Client IV— >< CPO MAP 2S-1-118 / , DRIPLIN OF TREE 1 / TREE PROTECTION FENCING, SEE DETAIL 1/L1a0 HOG WIRE FENCING n ^ ° ^ \✓ PER CITY OF I TIGARD + x J x STANDARDS + CMU BLOCK f LEGEND GROVE '• ,,'/,!•,r✓• ; is r•r, •�;,,. ,,,.,,, .� ........ .. TREE ID •�4 ��' '•rc.. op "= ' '•' � � -�- TREE ID WITHIN GROVE NOTED Ar -, ,- -. 130. i J x x qr ^ i9+ 0 O k X / \ i ,; � V J AS #176, SEE SHEET L1.1. , w ` 132 _ r !/ f, ,;' n;`'i: VxJ �XJ < + x + x 1 TREE PR,0,,TE%(.%,"r, I0N FENCE I r �: ^ ^ ! F x NTS w 131 r .A^� -7 J ;; i!, ; t: k k K\ r f k 7 f�'k f^k r f} 7C �^ f^� ^ I Project L1.4 Cr 3 x X Al , XoX ° )< Y, X0X x �' + + r. A x + + + x +�`+ x + +<>+ EAST BUTTE KEY NOTES Z ;' -' ., ^ S ^ J J x x HERITAGE ' • \ 130 r; X x ::; k7r f k rf k7r � A. n ^ ^ b / \ X X k X 0 X �� X o X k X C' f k7rf k "7C k �� g k X x ° X� o � PARK A. SEE SHEET L1"1 FOR TREES INCLUDED AS #176. ( x g X X GENERAL NOTES r ?28 \\ Y �r. '° x + + X + x +�+ x + X� 1, + ° + + x + ; , 0 AT Ar k ^ A \ r k k k X �0 � � f k -7 A. SEE SHEET L1.1 FOR TREE PRESERVATION/REMOVAL LEGEND. _ 129 ,�'�' < '" , ; " + + ° + + �X ° X X ° X X AOC Nh, 0 �®' w J. / , ^ ^ x J + ,24►, + x J V/� li/��I V x > < + r f B. CONDTIONS OF APPROVAL FROM CITY OF TIGARD HEARINGS OFFICER: �, ?, `;,� ;''� �-�•- �� a �^ k ^k 7r k k 7 ^ ^ ^ >r. i x x x x X k o X X ° X x x c f k -7r f k •7 w r k 7 s,'r, ri, < !,. �".�► `X X X o + -F , X (X ; D 0 10 20 40 80 + + X X x ' ,'✓ !'!i%* x .f" + x I- ,V'�J < + ° -I-, VxJ + x +< ° <> ° X> + x + I 2. PRIOR TO SITE WORK THE APPLICANT SHALL POSITION TREE PROTECTION <+ + f ' Al,f•''''° � ^ nH �' J �' r'^ t,X� + x + L Ar�� \ / x, ✓• r k -7 r -7`' 7 r f ^ •..GL. ^ ^ ^ ^ k 7 V^J n . MEASURES AS DIRECTED BY THE PROJECT ARBORIST. THE APPLICANT SHALL ALLOW \ �' c- k 7� k r k k 7 f k ✓/, X X X X O X x X x f k 7 k 0 X � M r f k 7 ` ACCESS BY THE CITY ARBORIST FOR THE PURPOSE OF MONITORING AND INSPECTION 127 ,`% < 3c .� ° o x X x X X X X X x 126 ,, ! + + + + + x + + + + � ° ° + + ° + ° + � ° X>+ x + � X ° X< + ° >r• �'' OF THE TREE PROTECTION TO VERIFY THAT THE TREE PROTECTION MEASURES ARE :' ,� J ,,x J r, V x x J x + x + .� + x + > x',f' X , R PERFORMING ADEQUATELY. FAILURE TO FOLLOW THE PLAN, OR MAINTAIN TREE '��°`®' %� f k f k � -A k f ter- -A k -7 ^ ^ n n �' x PROTECTION FENCING IN THE DESIGNATED ✓LOCATIONS SHALL BE GROUNDS FOR ,` ;`Y X o x 0 X 0 X x 0 X x ° X x� kX X'` kX r - k -7r- -A k -7c 7- k 7 f^k _ ; 'i s.r: < + + + }E �< > 0 0 X o X X X X X f• ' Q IMMEDIATE SUSPENSION 'OF WORK ON THE SITE UNTIL REMEDIATION MEASURES _ ! ! r x J x J + x + + x + + x + < + , +�+ +> < + > ° Q > <X ° , x AND OR CIVIL CITATIONS CAN BE PROGESSED. n / \"� !i `' r' ^ I'^ JCO r'n J n � � L' J n � Ir X J X J X J +i,X { '' ''' ^ x si r ..A k -*A "' .k '�`� � k 7 r � k 7r f k -7 f k '7 r f k 7 X X 125 `� ' i ! <k ° ° X X o X x ° X x O X O X x O X r f 7�• .� I W 3. IF WORK IS REQUIRED WITHIN AN ESTABLISHED TREE PROTECTION ZONE, THE < > - -� + + + + > X PROJECT ARBORIST SHALL PREPARE A PROPOSAL DETAILING THE CONSTRUCTION + + !•' A x x + + + + + + + + + + ° X X /� Ir // ' i ftr' ^ I'j\ J r'^�I li/X�l Ir x J L_X-1 X�l li X�l < x JL > < + x �-�X x 1r TECHNIQUES TO BE EMPLOYED AND THE LIKELY IMPACTS TO THE TREES. THE k 24 r ®�; -A k -�7r � k -�r � k �' � k 7 n r �^k ^ ^ ^ L/^ k X r a X k X X X k X r -A k7rIL k -7 -A h' 7 #' PROPOSAL SHALL BE REVIEWED AND APPROVED BY THE CITY ARBORIST BEFORE < > ,.i:'• % < ° � ° > X X x X �` k �` k k I + + �ri. x + + x -i- + x I x + <X 0 XP X> + ° ° <X X X 0 d PROPOSED WORK CAN PROCEED WITHIN A TREE PROTECTION ZONE. THE CITY ,� ;; t, J + + + < x + +> ° ° <,x X ARBORIST MAY REQUIRE CHANGES PRIOR TO APPROVAL. THE PROJECT ARBORIST 123 ;® ^} ` �X J v X ^ 1,^ ,, r,X J ^ L_X + x SHALL BE ON SITE WHILE WORK IS OCCURRING WITHIN THE TREE PROTECTION ZONE ;/ :� k 0 X k k k -x- f 7 k -7 r f^k 7 r4l ® 176 > X 0 X AND SUBMIT A SUMMARY REPORT CERTIFYING THAT THE WORK OCCURRED PER THE ,., + x + 4 + +, <X ° X�x ° o X k 0 X x °LLJ X C x O ; r.� Ir^ J �x x + �' x +4>+ x �`+ x + + x + PROPOSAL AND WILL NOT SIGNIFICANTLY IMPACT THE HEALTH AND/OR STABILITY OFCIA THE TREES. r x k x X'A^}X r -A Ar 7 r f 7 -^ 7 .� ^ n B ?� f f + ° +<>+ ° + �<X o X X ° X� k ° c k k�'- -'� ..', }.. . 4. THE APPLICANT SHALL HAVE AN ON-GOING RESPONSIBILITY TO ENSURE THAT THE x J x + x + + x + < + > <X ° PROJECT ARBORIST HAS SUBMITTED WRITTEN REPORTS TO THE CITY ARBORIST, AT 12 /' s ^ 'K-.�.^k -7 �'^ r'^ ^ ^ V X� x J �x LEAST ONCE EVERY TWO WEEKS AS THE PROJECT ARBORIST MONITORS THE ' % ° x X r -A k 7 ^ r ' \ s< } mow, `"" ° +>+ + ° X ° X <X ; ° , X� kX k/• �X r k CONSTRUCTION ACTIVITIES FROM INITIAL TREE PROTECTION ZONE (TPZ) FENCING "' _ < ° X X 121 �. - _� w_ ,�. `� � ;,r ,,,o. ., r. .o.✓� ✓. %7 { VxJ VXJ x �x + x I �x� < + X + > < + ° +,�+ ° + 0 . i INSTALLATION THROUGH THE BUILDING CONSTRUCTION PHASES. THE REPORTS 'i< ; o � � 90 � � g � g > d g .o ,® co g g ® 0 m .m � (� g © � E �l 0, C4 o a g .o4 ® O VD Client TREE LEGEND TREE LEGEND CONT. TREE LEGEND CONT. TREE LEGEND CONT. GENERAL NOTES # SIZE (DBH) SPECIES PRESERVE (P) # SIZE (DBH) SPECIES PRESERVE (P) # SIZE (DBH) SPECIES PRESERVE (P) # SIZE (DBH) SPECIES PRESERVE (P) 1. #176 INCLUDES ALL TREES WITHIN DASHED LINE AS REMOVE (>>R«) REMOVE (>>R<<) REMOVE (»R«) REMOVE (>>R<<) DELINEATED ON SHEET L1.0. IT CONSISTS OF 224 TREES. 1 25" DOUGLAS FIR P49 10" WESTERN RED CEDAR P 97 13" BIGLEAF MAPLE P 145 8" BIGLEAF MAPLE p 2 25" DOUGLAS FIR P 50 24" DOUGLAS FIR »R<< 98 8",5" BIGLEAF MAPLE p 146 10" BIGLEAF MAPLE P 3 28" BIGLEAF MAPLE P 51 12" WESTERN RED CEDAR P 99 10" BIGLEAF MAPLE P 14 6",6" BIGLEAF MAPLE P 4 8" BIGLEAF MAPLE P 52 10" WESTERN RED CEDAR P 100 28" DOUGLAS FIR P 14$ 10" BIGLEAF MAPLE P 5 12" BIGLEAF MAPLE P 53 12" BIGLEAF MAPLE P 101 .9" DOUGLAS FIR P 149 10" BIGLEAF MAPLE P 6 10" BIGLEAF MAPLE P 54 12" BIGLEAF MAPLE P 102 22" BIGLEAF MAPLE P 150 8" BIGLEAF MAPLE p D10" BIGLEAF MAPLE P 55 14" BIGLEAF MAPLE P 103 13",11",9" BIGLEAF MAPLE P 151 10" RED ALDER P 11" BIGLEAF MAPLE P 56 12" BIGLEAF MAPLE P 104 9" BIGLEAF MAPLE P 152 6" RED ALDER p 0119 " BIGLEAF MAPLE P 57 8",8" WESTERN RED CEDAR P 105 11",9" Project BIGLEAF MAPLE P 153 17" BIGLEAF MAPLE P EAST BSE 10 12" BIGLEAF MAPLE P 58 12" WESTERN RED CEDAR P 106 9" BIGLEAF MAPLE P 154 22" BIGLEAF MAPLE P HERTIAGE 11 11 ofBIGLEAF MAPLE p 59 12" RED ALDER P 10 12" BIGLEAF MAPLE p 155 6" RED ALDER p PARK 12 8" BIGLEAF MAPLE p 60 8" NARROWLEAF COTTONWOOD p 108 25" BIGLEAF MAPLE p 156 10",10" BIGLEAF MAPLE p 13 9" RED ALDER P 61 7" RED ALDER P 109 11" BIGLEAF MAPLE P 15 20" LODGEPOLE PINE p 14 10" BIGLEAF MAPLE p 62 12" RED ALDER . p 110 29" DOUGLAS FIR p 158 6",6",6" JAPANESE MAPLE p 15 6" BIGLEAF MAPLE P 63 7" DOUGLAS FIR p 111 40" DOUGLAS FIR P 159 12" RED ALDER P 16 54" DOUGLAS FIR p 64 15" BIGLEAF MAPLE P 112 16" DOUGLAS FIR P 160 5X12"X4' BIGLEAF MAPLE P LODGEPOLE PINE p 65 19" DOUGLAS FIR P 113 17" DOUGLAS FIR p 161 6" BIGLEAF MAPLE p 18 12" LODGEPOLE PINE p 66 21" RED ALDER p 114 49" DOUGLAS FIR P 162 10" BIGLEAF MAPLE P 818 It LODGEPOLE PINE P 67 8" RED ALDER P 115 30" BIGLEAF MAPLE P 163 14X12"X$' BIGLEAF MAPLE P 20 6" DOUGLAS FIR p 68 6" RED ALDER P 116 19" DOUGLAS FIR P 164 6" RED ALDER p 21 24" WESTERN RED CEDAR P 69 6" RED ALDER P 117 42" DOUGLAS FIR p 165 20" DOUGLAS FIR »R<< 22 14" WESTERN RED CEDAR P ?0 16" WESTERN RED CEDAR P 118 23" DOUGLAS FIR P 166 8" DOUGLAS FIR P 23 10" WESTERN RED CEDAR p 71 12",12" BIGLEAF MAPLE P 119 23" BIGLEAF MAPLE P 16 14" COMMON HAWTHORN »R<< 24 24" DOUGLAS FIR p 72 16" DOUGLAS FIR P 120 — DEAD SNAG P 168 NOT USED 25 22" WESTERN RED CEDAR P 73 $" BIGLEAF MAPLE P 121 18" BIGLEAF MAPLE »R<< 169 14" MAZZARD CHERRY »R<< 26 24" DOUGLAS FIR P 74 10" DOUGLAS FIR P 122 15" BIGLEAF MAPLE P 170 11" MAZZARD CHERRY »R<< @I 'Off DOUGLAS FIR p 75 16" BIGLEAF MAPLE P 123 25" DOUGLAS FIR P 171 16" DOUGLAS FIR P 28 12" WESTERN RED CEDAR p ?6 16" DOUGLAS FIR P 124 36" DOUGLAS FIR P 172 12" DOUGLAS FIR p 29 10 11WESTERN RED CEDAR P 77 12 DOUGLAS FIR P 125 223"126" BIGLEAF MAPLE p 1?3 14 DOUGLAS FIR p 5 44 30 20" WESTERN RED CEDAR p 78 16" DOUGLAS FIR p 126 24" BIGLEAF MAPLE p 174 16" DOUGLAS FIR p 4 31 11" BIGLEAF MAPLE P 79 10" DOUGLAS FIR P 12 36" DOUGLAS FIR p 175 18" DOUGLAS FIR P „ " R in . Laughlin 32 9 BIGLEAF MAPLE P 80 16 BIGLEAF MAPLE P 128 27 BIGLEAF MAPLE P 176 14"-18" DOUGLAS FIR P OREGON �,.,i 2/13/04 33 11" WESTERN RED CEDAR P 81 14" BIGLEAF MAPLE P 129 37" BIGLEAF MAPLE p 176 A 20" DOUGLAS FIR »R« , 34 9" WESTERN RED CEDAR P 82 8" BIGLEAF MAPLE P 130 33" DOUGLAS FIR P 176 B 23" DOUGLAS FIR »R<< GROUP MACKENZIE 2012 35 10" WESTERN RED CEDAR p 83 12" BIGLEAF MAPLE p 131 19" BIGLEAF MAPLE P 176 C 8" DOUGLAS FIR »R<< © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 36 8" WESTERN RED CEDARGROUP MACKENZIE AND ARE NOT TO BE . p 84 8" BIGLEAF MAPLE p 132 36" DOUGLAS FIR P 176 D 20" DOUGLAS FIR »R« USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION 37 11" WESTERN RED CEDAR P 8114" BIGLEAF MAPLE p 133 18",18" BIGLEAF MAPLE P 176 E 22" DOUGLAS FIR »R<< REVISIONS: 38 17" WESTERN RED CEDAR p 86 8" BIGLEAF MAPLE P 134 12" DOUGLAS FIR P 176 F 16" DOUGLAS FIR »R<< oQ REVISIONS REVISION DELTA " „ 39 7 BIGLEAF MAPLE P 6 DOUGLAS FIR P " RED ALDER P ww 87 135 14 14 14 DOUGLAS F �o THIS m CLOSING DATE 1?6 G 20 OUG S IR »R« 40 5" WESTERN RED CEDAR P 88 29" DOUGLAS FIR P 136 12" RED ALDER P 176 H 15" DOUGLAS FIR »R<< 41 5" WESTERN RED CEDAR P 89 18" DOUGLAS FIR P 13 6 01,610 RED ALDER P 176 I 14" DOUGLAS FIR »R<< 42 5" WESTERN RED CEDAR P 90 10" DOUGLAS FIR P 138 6",6" RED ALDER p @(D 19" DOUGLAS FIR »R<< 43 9" RED ALDER P 91 10" BIGLEAF MAPLE p 139 10" RED ALDER p 176 K 20" DOUGLAS FIR »R« 44 11" WESTERN RED CEDAR P 92 33" DOUGLAS FIR p 140 6",6",6" FLOWERING BARTLETT PEAR p @1(D 16" DOUGLAS FIR »R<< 45 10" WESTERN RED CEDAR P 93 21" BIGLEAF MAPLE P 141 6" RED ALDER p 176 M 15" DOUGLAS FIR »R<< SHEET TITLE: 46 P " BIGLEAF P " ! fIEE 7 RED ALDER 94 18 GLEA MAPLE 142 6 RED ALDER p 1?6 N 16 DOUGLAS FIR »R<< 47 5" RED ALDER P 95 15" BIGLEAF MAPLE P 143 10",10",10" BIGLEAF MAPLE P 176 0 16" DOUGLAS FIR »R« PRESERVATION/ REMOVAL PLAN 48 12" WESTERN RED CEDAR P 96 14" DOUGLAS FIR P ?44 8",8",8",8",8" RED ALDER P 176 P 10" DOUGLAS FIR »R« LEGEND 176 Q 16" DOUGLAS FIR »R« 176 R 18" DOUGLAS FIR »R« 176 S 16" DOUGLAS FIR »R« 176 T 12" DOUGLAS FIR »R« 176 U 12" DOUGLAS FIR »R« DRAWN BY: TMK, TEB 176 V 13" DOUGLAS FIR »R« 1?6 W 9" DOUGLAS FIR »R<< CHECKED BY: RML 176 X 15" DOUGLAS FIR »R« SHEET 176 Y 18" DOUGLAS FIR »R« 176 Z 19" DOUGLAS FIR »R« ■ 176 Al 9" DOUGLAS FIR »R<< 1OB NO. 2110260.00 CITY COMMENTS - 09/ 013 BID/PERMIT SET - 08/08 2012 211026000\LANDSCAPE\CD SHEETS\260-L1.1 TREE PRES LEGEND.DWG TEB 01/09/13 11:06 1:20.00 MATERIALS SCHEDULE _�. _ _ _ _ �.. _ 0 - C6 Sri O SYMBOL NOTE REFERENCE w ® � Q) W W � � V � � � � CONCRETE PAVING, qw ANTE Y __.. W W V W ` ' 0 NG, PARK 1/L$.1 5 0 . • • w . . w •'•e • www .. wa ® ew a•s , w.a • • • • ® • a ws , . . • w . . . ® w a • °, ® # w• w • n o as • ,q a , ° ® ,wg rw , w♦ aw• . a s . yeah w . . ®, w ,a aw § g CONCRETE PAVING, R.O.W. R.O.W a . a , . w • - - - • a PLANSRI 37316 - - - - . • 86.f1 � . � ENGINEERED WOOD FIBER SURFACE 4/L8.1 ' WITH METAL EDGE CONDITION ��` 00 l , ENGINEERED WOOD FIBER SURFACE 5/L8.1 U. !s WITH TAPERED EDGE CONDITION _____________ METAL EDGE SPECS. 0 EXISTI 6 D 370. 95 Y0. � � g 40 w ABBREVIATION LEGEND �g , ��� E N 3 . % ® M '0 4 HesN 37,5. 00 15 ITEM NOTE REFERENCE . M CP CENTER POINT N/A ° '4 E C %= 00 . 0 .o4 ® © PA PLANTING AREA PLANTING^ cpTAX LOT 270 f `�, EXISTI G OUT 11 Client KEY NOTES -- -- �`� + 9 �� ITEM NOTE i EXISTING FENCE TO REMAIN N/A A A fi -r^7 w 3c 03 0 Y, 4 a PATHW YS WITHOUT METAL EDGES ��� x � •® TO BE LD FIT. CONTRACTOR TO f Z� SITE FURNISHING SCHEDULE VERIFY I FIELD WITH OWN AND �,`� ITEM NOTE LANDSCAPE ARC T. `.�` CA E=9951.804 ``` 00 N=5376.929 BENCH (5 TOTAL) SPECS/ DO NOT I TALL METAL ED IN pyo - ,`\•` W .....A •r....%._T_7 ..-lT; ...ar_ THIS LOCAT N. .,` --- - -_ ; E=982 .410 PICNIC TABLE 4 TOTAL) SPECS/ .` .' . ... •'.tr'=. •,. •' ', ',._ •,. •'. •,. . •'. . 2 ( •�' ,,,,,.•. ./.!' :/:/. ., /. .,:/. 'rte. ;,!__ 1 ..-+._.. .. N=535 . `,• .- ;:'�; ;, :_ +-- E=9948.520 LE. TRASH RECEPTACLE 3 TOTAL SPECS ` � w 403 ' ( ) '��`\ -" �� /�;:/�� /�'!- �' `'�' �' =5371. . 0 Y, r \ 9036 # to # 136.7 # `� -i ! �i/' ' ' -y r �j d /190 k 0, s 4 BIKE RACK (2 TOTAL) SPECS/ x d E-982 .337 •�, ; / x N=53 0.415 ,,p ,•/ �� <$> PRE-MANUFACTURED SHELTER ON CONCRETE SLAB SPECS/ - - ,< + + l x \ X + 11 A8.1 r A _ ,,-'' --A k-7 - -V7r ' � Project PRE MANUFACTURED RESTROOM SPECS = F . '. 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I � QJ 1 PLAYGROUND CONe%"rRUe%"rION PLAN 2 RESTROOM ENLARGEMENT PLAN 0 544 L2.2 Robin M. Laughlin OREGON 2/13M V$� O GROUP MACKENZIE 2012 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, MATERIALS SCHEDULE SITE FURNISHING SCHEDULE WITHOUT PRIOR WRITTEN PERMISSION SYMBOL NOTE REFERENCE ITEM NOTE REVISIONS: CONCRETE PAVING, PARK 1/L8.1 1 BENCH (5 TOTAL) SPECS/ Z 7/L$.1 � � u©'"i< REVISIONS REVISION DELTA / + + + + + + rt 5—J THIS CLOSING DATE 2 PICNIC TABLE (4 TOTAL) SPECS + + + + + + + �+- mo SHEET 8 L8.1 + + + LA4 t1/P*A +--, + + R 0 W / COMPANION SEATING AREA CONCRETE PAVING, R.O.W. + + + + + � + + + + + � PLANS + + + + + + + + + + + . 3TRASH RECEPTACLE 3 TOTAL SPECS / ! ; ENGINEERED WOOD FIBER SURFACE 4/L8.1 SPECS/ + + + +� i i i + + + + WITH METAL EDGE CONDITION 4 BIKE RACK (2 TOTAL) r + + / 9/L8.1 . + + + + + + + + + + \ + + + + + + + + + + LAWN/PA + + + + + + + + / . ! / . ! / . ! ENGINEERED WOOD FIBER SURFACE 5/L8.1 5 PRE—MANUFACTURED SHELTER ON CONCRETE SLAB SPECS/ y . + + + i . i . i . / . �- WITH TAPERED EDGE CONDITION 11 L8.1 r + + + + + + + + + + + + + + + + + / + . . . + + + + + -11'_0"- + + + + + + + + c� + + + + +� / . ! ! ; 4 + + + METAL EDGE, EE PEC + + + - + + + + + + + + + + + + + + + + + + + + -/ ' / . PICNIC TABLE, SEE _____________ METAL EDGE SPECS. 6 PRE—MANUFACTURED RESTROOM SPECS + + + + + + + + + + + + + + + 1 —0 + + +�! ; . ! a + + + PECS WALL MOUNTED LIGHT FIXTURE ELECTRICAL co + / / . / . / . / . / . / METAL EDGE, SEE SPECS F + 7 + _ f-- / . + + + + i / ; . ! I + + ENGINEERED WOOD 4 + + + +� ' / / . ' / / . + _ BENCH, SEE SPECS + + + ' , , + + SHEET TITLE: ABBRLVIA110N LEGEND w / . -} �- • / . • / . � FIBER SURFACE L8.1 $ WALL MOUNTED DRINKING FOUNTAIN o + +� i i i i �+ + + + / i + + ENLARGEMENT ITEM NOTE REFERENCE i + + + ' ' / . ' / + + + + + i' / . / . /I + - ENGINEERED WOODr4 CP CENTER POINT NIA / . / . 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' ' /�+ + + �, / . + + + + -}_ + KEYNOTES � '+ + + + + + + ITEM NOTE + + + +JV + + + + + CONTRACTION JOINT 3 L8.1 • i • • i • • i • • i • i • • i • • i • • i • • / • / • � - + + + + + + + + + + + + • 1 / / . , . / : / . , . / . , . / . , , / . , : / : , : / . , : / . , : / . , . / . + +Ea + + + + + + N + + 2 + + + +LAWN�PA+ + � + CONCRETE CURB ® WOOD FIBER PLAY SURFACING 6A8.1 3 CONCRETE TRANSITION RAMP 10/L8.1 z z <r J DRAWN BY: TMK, TEB Ko*"3 BENCH ENLARGEMENT PLAN 4 PICNIC TABLE ENLARGEMENT PLAN L2.Z 3/8,_1,_0„ z LL.2 3/8"=1'-0" CHECKED BY: RML ca c� SHEET 262 JOB No. 2110260.00 CITY COMMENTS - 01/09/2013 BID/PERMIT SET — 08/08/2012 211026000\LANDSCAPE\CD SHEETS\260—L2.2 PLAY ENLRG.DW6 TEB 01/09/13 11:07 1:8.00 w � ® � � � W V iN ANTE Y w w _q a • '64KEY NOTES16 � . ITEM NOTE �� R `� ad I OUT 371. 0 0 FS FINISH SURFACE 23 00 FFE FINISH FLOOR ELEVATION . ®®• � m I o � g d J PS PLAY SURFACING BASE .a ,``, IE OUT 7Q. 9 5IE IN 37,5. 00 15 TC TOP OF CURB l « �� IE N • 1 1' CON TOUR �`� « Za m. L >� � 2 0 00 5' CONTOUR �~ « ® tJ G� 3 PERFORATED PIPE, SEE CIVIL ~�~ ` 4.iJClient �k 0 Y, GENERAL NOTES ` r- *~ rbc k'7 A. ALL PROPOSED SURFACES TO MATCH EXISTING ELEVATIONS UNLESS `~ ° OTHERWISE INDICA TED. ~� - - + + ° I/ B. CONDTIONS OF APPROVAL FROM CITY OF TIGARD HEARINGS OFFICER: e �. 5. EXERCISE EXTREME CAUTION DURING GROUND DISTURBING TWO STEPS - B TOM STEP 6" HI H �.� FS: 80.50 ACTIVITIES FOR THE PROJECT AND IF ANY CULTURAL MATERIAL IS OP STEP TAPERI G FROM O TO 6 � ` ..� TS 81.50 _ DISCOVERED DURING CONSTRUCTION ACTIVITIES ALL WORK SHALL �`` ` ' r"'-' - CEASE IMMEDIATELY UNTIL A PROFESSIONAL ARCHAEOLOGIST CAN ! 5�°' ' ! ; !• _ ASSESS THE DISCOVERY. ti`•. ,,,, �~!��p'.!/.r. ✓� .li:!'!i:' i,*'_'-fir..'.. r. .i. '/. i,. ONE STEP TAP ING FROM 0" TO 6" C. 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'' % xTHESE DRAWINGS ARE THE PROPERTY OF `" /° r"'-A A- � . \/. .,./ , / �' •;.i. .�,/:� /. ., /. .;./. /. ., r" 7r 7 r" r- d 7 �� GROUP MACKENZIE AND ARE NOT TO BE ?� ��� �'i. �•�i ' 'i:' !i:�•!' p�. •r:' !i./'!i:r !: / !i 0 � 0 � ?� � 3C r`'r� �r "7r" � �^ 9 �;, ,� 0 -•. \ ., r A O '/ / 1� ., ', ./ .; � � � � � � USED OR REPRODUCED IN ANY MANNER, t 7 �` . FS/T 82.44 `.'' /. . r.J�i '' /.!' /.'' ., /. /. •, '• •/ ,:" »¢. �- 'N + If' Y° k 0 Y, WITHOUT PRIOR WRITTEN PERMISSION 1 ... ✓ .�• � �$ `� \!i' !/. Vii: •!�i:J•, / /. / C3 /. /. . �/ p. r, r "7 Y ��/�,/. . I.. I :/. .,�!Q; ,.�c; ,. . x x REVISIONS. ;Jt % -�°' S89"51 )051 1 �� I. 'i: . r. r /. . /r 3 +, i. J N Q RE1/ISIONS REVISION DELTA A411 4s C? `' i 1 \ , i: . i.' �i.i. . ;./. ;,/. .+ AO >C F- ��� `' - �./. ./.`. /:/.�., / .; r. ., . ,:/.+ 7r r"- 7 i- �} At A ; 5-� THIS CLOSING DATE «- .« x 1 \ ., /. . /. ., r. . / ., /. Y, x dt d� r d *`"gyp r'-A � -7 W W SHEET »» 00 •� �"7' `., ,' /. /. 0 fir" 7r" 7 C)o -, d Y Cj ,�,��` "`, v` r:/. : .r ! i:'.i.r:!; .+ "- ' ` �L �j �` �C _5t? 00 �r 7 �' ��`� r' " `7 d 1 ♦ / `:i:/. /. .r/ 4 `.� x L3 0 0 Y. 3a 0 ; ✓ FS TC 81.92 !is i:!; ; - >� °+ � x " I d t 1A / r `•I '' p ^g ` 0 .. x , „, `�.`�. 1 x ry .r w7 r 7 r" '7r •7 r +cr 7 ' - d *r 1 rd ` � x `"_" t3 FS Tti' 81.5 /. . i. .,. + + + + + d ♦ ✓/ t f 1 ,` ✓ r .0 r. 'r.. x x x - ,sem t l t �~ .. `�.�```� � �. 1 ♦ / �i. /. . « ♦ 1 1 \ `. .�. ` , ` r .1 S gds tl « ♦ ,� • . ti •. • . . • . . • . . •. ^. . • . •. • • . .•` r ✓° ~ . , , . , , . , �, . , .� TYP 2 • ' • ' SHEET TITLE• -A 17 0 GRADING �� � �� � � � -.. � . � � � � � � _ ��___� �, PLAN -1� �� / t ��..� `�. �� `�.�• .`�. �� `..��. �.`� `..`�.. `�..`�.`�.`�.. 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COMMENTS - 01/09/7013 BID PERMIT SET - 08/0kA'3`/2U1 211026000\LANDSCAPE\CD SHEETS\260-L2.3 GRADING.DWG TEB 01/10/13 09:14 1:20 o (m V Cm IRRIGATION MATERIAL SCHEDULE �W poY --------- W W o 0 SYMBOL DESCRIPTION SHEET &tlb A 4 A , °» • » ° ° ° $ A» , » ° A py » .» A° A» » • mA AA MANUFACTURE/TYPE AA , • A • d •• A.A8 Cg� 44 C'J A 0 + m' A » A a o W » m » . n • o® » m > P , q,A A m s m m m A Y 86.11 11♦♦ » POC POINT OF CONNECTION L8.2 3• 16 OUT 37 1. 4- CON TOLLERL8.2 » ' C AC HUNTER ACG g g W °o g ••,6 ----------- RAIN SENSOR L8.2 IE OUT 70. 95FRSI HUNTER RAIN—CLIK o IE IN 371-5.00 15QUICK COUPLING VALVE DLRC— 2 L8. A RAINBIRD 3 3 N » g � o � 81, 0 g � MAINLINE L8.2 °o PVC SCHEDULE 40 IPS PLASTIC T PIPE Vr ------ SLEEVE L8.2 -------- PVC SCHEDULE 40 IPS PLASTIC PIPE TAX LOT 270 Client MAP 2S-1-11B ° m, » wa IRRIGATION ZONE SCHEDULE � 7Y, '� C' 'A 0 SYMBOL DESCRIPTIONT A MANUFACTURE/TYPE 1 RS SPRAY ZONES — HUNTER MP ROTATOR i 1 ROTOR ZONES — HUNTER PGP ROTORS `° ""' � ""` ~~- ~- --""--"-"-"`""'"' �- ' 1 _r Trr rr r M rp ~b � ^"5- 4 �� e f t 9 i + + + TEMPORARY IRRIGATION ZONES — ABOVE GROUND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�. �+ + + + + + + + + -' � � + + + HUNTER I-20-00 + + "+ + + + + °' + + + + + + + + + + + 1/ + + + �, ,- c + + + + + + + + + + + + + + + + DRIP IRRIGATION FOR SUPPLEMENTAL TREE WATERING + + + + + + ,,+ + + + + + + + + + 0 + + + + + + + + \+ +/ + + + + + + + + ; OF NEW TREES + .+ + ' + + + + + + + .... . + + + + + + + � �'��� � x + + � + + + + + + + + + + + + + + + + + + + A A AA A + + + + + + + + + + + + + + + +�. + w � i � ,, � �- � �• ~�� �--�� � � �.��.�.-���� Project •� � `` + + + + + + + + + + + + + + + - + + � 4y TAS't' BUTTE �f + + + + + + + + + + + + + + + + + f , ' " \ ; X [ + + `�"`4",.�,. + + + + + + + + + + + + + + + + Ped A I,—A� t �Aa� � � L_ � t � HTRIIAGE e KEYNOTES ' + + + + + + + + + +. + + + + + + T � � r� t �, � � '3r ,� •�f tom»"� m 1 3�• � '�"� �.�. `�" ,�<,a��;�C .�f �^ '�" ��� e I ),n X c g {' PARK + + + + + + + `{' + + + + + + �, / +� ° `>,. w#" `moi J+3 % �p .p� y� f 1. SLEEVES TO BE INSTALLED 24" BELOW FINISH GRADE OF PAVING AND + + ++ + + + + + + + + +0 + !+,-+-,+ + + + + ;� �w N x tom_ �w� + +D s PATHWAY + + + + + + ' -� + t+ -H + AC I y A A w A €� � S. EXTEND SLEEVE 12 BEYOND EDGE OF PAVING AND PATHWAYS. + + + + + + + + + + r If ' ' ~ 1- 40. . . . . . . . +, +,,4 0 IK 1�1 0 A 0+ +Z ._ + o + + + + + + + + + + + X + »» + � , GENERAL NOTES + + + + + + + + + + + T T A �T� + + + +�I + + + + + + . Y, ' 1. ALL NEW PLANTING AREAS TO BE IRRIGATED BY AUTOMATIC IRRIGATION + + + + + + + + + + , A , SYSTEM. NOTE THAT SOME ZONES SHALL BE TEMPORARY. + + + + -. + + + + � A ' - w A A Ir -AA' 'I -A k - -7 �� � A` � ��_ -7 / 4° + 2. THE IRRIGATION SYSTEM SHALL BE DESIGN/BUILD AS PER ,t , ; REQUIREMENTS LISTED IN THE SPECIFICATIONS. THIS PLAN IS + + + + + + + + + r A A A A A A €.° INTENDED ONLY TO SHOW DESIGN INTENT. LOCATIONS, QUANTITIES, + + + + + + + + -7 ETC. WILL VARY DEPENDING ON THE FINAL DESIGN PROGRAM. + + + + + + + x + , + + 4 3. LAYOUT OF THE SYSTEM AS SHOWN ON DRAWINGS IS DIAGRAMMATIC. + + + + + + J 1R, -Ir17 -7 -�4 -7r` Ac r 'A k I -A �7 A A IRRIGATION LINES AND VALVES SHOWN WITHIN PAVED AREAS ARE FOR + + + + + + t 1 0 % x Y, ° W -7 GRAPHIC CLARITY ONLY AND TO BE PLACED WITHIN LANDSCAPEDL + + + A+ + + � �, '-A � � A*"' ��� �`�� ��� 11 x N �x-4 �� X 4+ AREAS WITH THEIR LOCATIONS MODIFIED AS REQUIRED TO AVOID PLANT '" + + + 4+-k - + r r � A A A �� MATERIALS, UTILITIES AND OTHER OBSTRUCTIONS. + + - 0+A + t -11 Ik-A A- -Adam 0 0 r .� -,1- Q 4. INSTALL VALVE BOXES IN SHRUB AREAS WHEREVER POSSIBLE. AVOID + + + + + r� + + + PLACEMENT IN LAWN AREAS AND IN ROOT ZONES OF EXISTING TREES. - + + A A A A ` + + + + : 9 " 5. MAINLINE, LATERALS, VALVES, ETC. SHOULD BE ROUTED AS BEST TO + + + X AVOID TREE ROOTS. + + A NO IRRI ATIOFII -4 6. ELECTRIC CONNECTIONS TO CONTROLLER TO BE COMPLETED BY A + + + + LICENSED ELECTRICIAN. WORK TO COMPLY WITH APPLICABLE + + + ELECTRIC A BUILDING CODES. t 7. P.O.C. CONNECTION TO SOURCE TO BE COMPLETED BY A LICENSED + + - - - - - - - - _ + + � k 'k s + x �d ; PLUMBER. WORK TO COMPLY WITH APPLICABLE PLUMBING AND + + + + ; BUILDING CODES. +� _ �- A ; + + , r T T ' + �. s c ac + + 1 ,+ + +' . 41 'k r s i + + ' e + 1- + ' T 3+_, + + +-\I A- 0 � � � � � 0� � �� r ST l + + + i k ' + .k oo , 11 14+ + „, + f + + - - `� + Rob M.Laughlin -<' $$ ...... i d5 " / OREGON 2/13/04 . 6 d 1 + a ' � r"A -7 O , �� A 'y Y. GROUP MACKENZIE 2012 + + + + �� ` + + + + ALL RIGHTS RESERVED A ' A I/ � 3 THESE DRAWINGS ARE THE PROPERTY OF + + + + + ; r-A � ~7 �. .)4,N. -7 A A GROUP MACKENZIE AND ARE NOT TO BE It USED OR REPRODUCED IN ANY MANNER, 17 Ik Y, + + + c WITHOUT PRIOR WRITTEN PERMISSION s + + + 4 4 Yr � V, F REVISIONS: + + + + ins REVISIONS REVISION DELTA C� r x o r '7 t o a A � A A w w THIS CLOSING DATE • + + i y- � -A ar i�"A _k- �o SHEET } r 7 e — ,.7 + + + . f` �" �° � 7 � � � �"� � �� ���"d g� Aa w y� A y _ 9 ! 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BID/PERMIT SET - 08/08/2U12 1 .. 211026000\LANDSCAPE\CD SHEETS\260-L4.1 LANDSCAPE.DWG TEB 01/09/13 11:09 1:20.00 0 � Od Oee® R©T O YP Q V 01) O w �v 0 CONCRETE PAVING ENGINEERED WOOD PLANTING g FIBER 1/2" RADIUS Y8" TOOLED RADIUS ENGINEERED WOOD LIGHT BROOM FINISH, ENGINEEREDWOOD SCORING PER PLAN EDGES FIBER, SEE SPECS FIBER, SEE SPECS � o FILTER FABRIC ® M Cc 0 CONCRETE PAVING rl w O 2 L8.1 ZY (SECURE PER �� i ° co a' d- Q) MANUFACTURER S C14.1` ?0I = RECOMMENDATIONS) FILTER FABRIC (SECURE a Tcm 4 ° COMPACTED SUBGRADE PER MANUFACTURERS ca FINISH GRADE {,� 0 � Gd -I � to a. FINISH GRADE RECOMMENDATIONS) 7r lir- " a • � 0 ' �,: '\' SCARIFY AND COMPACT COMPACTED 3/4 MINUS o SUBGRADE Client • 4 t"" w� N .j '•i• '4..:' ;r•.•�+. ',: ;s` :ip;.....:'moi':<. \p. , e+r ';.C•' •t}' •jt.'1'.'ti .!•'r.• �, 'J.'ii• %tv .t .. .•. ,:✓, ):'.I 4.Y. '• .. .. .F .1„ •t'2•.i''j ti .. .:rJ •`.".-:y f;:�•.. ,••�•"Mr- '7,.�j' •••n• COMPACTED SUBGRADE SEE SPECS FOR PREP `� :r• t d w.t. NOTES: NZ 64 0 42 141 7Z 1 OF SUBGRADE 1. SEE ENLARGEMENT PLANS METAL EDGING, SEE SPECS FOR LOCATION OF EXPANSION WIDTH VARIES/SEE PLAN Ole JOINTS. 2. NO SHINERS ON TOOLED v �-- w ca ni JOINTS. � > i... I 1 CONCRETE PAVING T CONSTRUCTION JOINT �J� U 3 CONTRACTION JOINT � 4 ENGINEERED WOOD TIBER SURTAXK5`� ENGINEERED WOOD TIBER SURFAC5 1"=1'-0" z SECTION 1 1/2"=1'-0" 2"=1'-0" �- WITH METAL EDGE CONDITION 1"=1'-0" i WITH TAPERED EDGE CONDITION 1/2" L8.1 �, L8.1 z L8.1 z T8.1 T8.1 U -� -a � m PICNIC TABLE, SEE BENCH, SEE SPECS SPECS #4 HORIZ CONTINUOUS AT TOP AND BOTTOM W/ 12" OVERLAP _ SLOPE 70P OF FOOTING SLOPE TOP OF ALIGN TOP OF BIKE RACK, SEE SPECS FOR POSITIVE DRAINAGE FOOTING FOR FOOTING WITH TOP 112" RADIUS, TYP. POSITIVE OF COMPACTED ALIGN TOP OF Pro iect DRAINAGE SUBGRADE FOOTING WITH TOP FINISH - ALIGN TOP OF FOOTING OF COMPACTED TAT BUTTE GRADE NON-WOVEN FILTER FABRIC WITH TOP OF COMPACTED GRAVEL HE"AGE SUBGRADE ENGINEERED WOOD FIBER SURFACE, PARK ;� SEE SPECIFICATIONS �-- ENGINEERED WOODr4 ..fN ENGINEERED WOOD 4 m FIBER SURFACE L8.1 FIBER SURFACE L8.1 CONCRETE PAVING 1 PLAY SURFACING BASE (PB) co r •"tip••' t t :'.•> M .:�t� N RETE FO TIN •!' Wit'•;;: Y ..• :'`•.:'♦ t.}..:` ' ,,,•C:t � •. • i•��;•, '''): ...:.. .'4. ..d:w ;'}•'' ;Y: +11 },`• :i :s.+: :Sr: :5•~, ;i"i 9\: :r• •o. Y�.t, , ..L� ".L•.' ..l:i .w `tt'• .l..r.N:Yt,. Y ..Y.::,+n"'::•:• `.\..+✓:• '•J• •i.,tl�.H .�;,{n..i. •\y '�• Z,�.i,t~.•'"'• rw•`i' v.•.�..:.� ..... .2.�'`w.a;'... may,.ryi .Z;�� r�:':; r.. ':r:.q;F. ,.:. .. ..:... ;.:i, ;. INSTALL PER Z .'•v Y'• \ `::'. SM•,s;•.•t. •s r.:" Z/ =- ¢ d - CONCRETE FOOTING z¢ " y MANUFACTURER XE INSTALL PER ;� d w d ° • d w MANUFACTURER d a ' CONCRETE FOOTING 0- INSTALL PER z d ' g Z MANUFACTURER ° ,° ♦ d d ROCK TRENCH r12 M z ° a ° w AT PLAYGROUND L8.1 °' ° d d G t0 -4 0 d ° °• ° w 4 N rTT ARV Tr °• .. w d Tr EffTPq1T_ _TT__ NNE= IL COMPACTED 3/4" MINUS °w�° °. COMPACTED SUBGRADE o - 1 I-0,�01TTE[7 „ Pff m 2 -0 1'-0"0 ca v cc �'` 6 CONCRETE CURB i T BENCH s PICNIC TABLE � � BIKE RACK (_8.1 ® WOOD FIBER PLAY SURFACING 3/4"=1'-0" o T8.1 EMBEDDED CONDITION 1"=1'-0" z L8.1 EMBEDDED CONDITION 1"=1.'-0" U T8.1 SURFACE MOUNTED CONDITION 1"=1'-0" Y v m a- 19 - m 19,-8»± SQ. COLD JOINT, 1/2" RADIUS BOTH SIDES SEE SPECS AND 12"-#4 DOWELS @ 18" O.C. f=- MANUFACTURER'S 6 CONCRETE RAMP TEXTURE, SEE NOTE M z CONSTRUCTION PLANS \L8.1/CURB AT z FOR SHELTER DESIGN WOOD FIBER .�'�,, o z PLAY POURED-IN-PLACE CONCRETE ¢ c.) `, o SURFACING TRANSITION RAMP 1 - 4 EQUAL SPACES ¢ 0 ENGINEERED NON-WOVEN FILTER FABRIC 101ST L8.1 WOOD FIBER 1/2" RADIUS ENGINEERED WOOD FIBER, SURFACE 8�_0» �- - - - - -.- - - -- -I COLUMN, EYP. SEE SPECIFICATIONS 5 44 ENGINEERED WOOD FIBER, ALIGN WITH.I )" 01 (: SEE SPECIFICATIONS COLUMN` I SHELTER OVERHANG _ ,t.. :. :. .:.:. .:... PLAY SURFACING BASE (PB) 12: CONTRACTION 3 v I I JOINT TYP L8 1 :' Robin M. Lang in � d NOTE: } NON-WOVEN FILTER FABRIC OREGON SEE DETAIL 13A8.1 F R TACTCLILE 0 C ILE .4. •r.. . •,: ,a. d P cn WRA ALL SIDE d CONCRETE S /� d ,• ,/ •I d ° ! °' a =----a .` 'a _ ::¢: /13104 WARNING SURFACE. ..., SLAB L8.1 `'� c d .° ° d44 !.� "• , .,:••iY. ¢ I ,. .' .• '. I •o cr`✓ ° •• •.••• � ( ' ' ' •• .• . . '. • • . '. I " GROUP MACKENZIE 2012 4 ° ,4" MIN. :. 1 -2 ANGULAR • d I • :• I C ALL RIGHTS RESERVED " ALIGN WITH I . ' :I DRAIN ROCK PERFERA7ED PIPE SEE THESE DRAWINGS ARE THE PROPERTY OF 9 ' GROUP MACKENZIE AND ARE NOT TO BE COLUMN-Mil- 0� _11-ii-ft-All. L _._ _•_ _•_ _•__ -_ _ J 12 CIVIL FOR CONNECTION USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION #4 BAR 24" O.C. EACH WAY �,. REVISIONS: v NON-WOVEN FILTER FABRIC cwn o COMPACTED 3/4" MINUS tY .� 5-! THIS CLOSING DATE / ( Q Vi< REVISIONS REVISION DELTA Ww SHEET COMPACTED SUBGRADE I v z z Koio TRANSITION RAMP AT EN GINEWOOD TIBER SURFACING � 'HTTTTR ENLARGEMENTrv"� ROCK TRENCH I 3 4"=1'-0" CONCRETE JOINT LAYOUT PLAN 1 8"=1'-0" ® PLAYGROUND 3 4 L8.1 / z L8.1 / T8.1 / 0 cc SHEET TITLE: SITE DETAILS , 1%" * NOMINAL DIMENSIONS DRAWN BY: TMK, TEB CONCRETE TEXTURING CHECKED BY: RML NOTES: SHEET 1. TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE DEEP AND %" WIDE. 8ml 1� 13 TACTILE WARNING SURFACE T8.1 N.T.S. •T•S♦ TACTILE-DIAMOND \\ X06 NO. 2110260.00 CITY COMMENTS - 01/09/2013 BID/PERMIT STT - 08/08/2012 211026000\LANDSCAPE\CD SHEETS\260-L8.1 DETAILS.DWG TEB 01/09/13 12:08 1:1.00 Ld Ci INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. , o GATE VALVES, UNIONS & SCH. 80 NIPPLES - VALVE BOX WITH COVER g AND ELL. TO BE SAME SIZE AS VAULT WITH LOCKABLE g BACKFLOW PREVENTER. LID FINISH GRADE/TOP OF FINISH GRADE ISOLATION VAVLE SCH 80 ADAPTER & FITTINGS TO BE MULCH FINISH GRADE SAME SIZE AS ISOLATION VALVE. QUICK-COUPLING VALVE -PVC SCH 80 NIPPLE DOUBLE CHECK VALVE CLEAN AND LIGHTLY ® � Z VALVE BOX WITH w J COMPACTED BACKFILL 0 0 LOCKABLE LID - 3 INCH MINIMUM DEPTH UNION EACH SIDE TYP. = � MMETER PER CIVIL FINISH GRADE OF 3/4 INCH WASHED Q ¢ TRACKING TAPE 6" ® > GRAVEL °� � MALE ADAPTER/REDUCER -~' ABOVE PIPE oC% TYP. MALE ADAPTER/ REDUCER, --BRICK °g BOTH SIDES LL I PVC SCH 80 NIPPLE BACKFLOW PREVENTER SCH 80 ELL AND NIPPLE � � ..., • TYP. MAINLINE ? -LATERAL LINE .g O GATE VALVE ' ' ISOLATION PVC SCH 40 TEE OR ELL • :.' , • SCH 40 MAINLINE 4• • a• / GATE VALVEPVC SCH 40 STREET ELL w N 11 EQUIPPED FOR KEYED °p Tow oQUICK COUPLER •• s to 00MAINLINE �' � �BRICK OR CONCRETE .� OPERATION 0 0 _I 0- &0 BLOCK TYP. p 4 MIN. DRAIN ROCK I o BRICK OR CONC. BLOCK PVC MAINLINE PIPE Client MAINLINE DRAIN ROCK 4 DEEP � J }� J PVC SCH 40 ELL 4 1 7 ATTACH IRRIGATION WIRE p o �., I TO MAINLINE AT m pl 2" X 2" REDWOOD STAKE INTERVALS OF 25'-0" o w > WITH STAINLESS STEEL `� s i S SSS > U W w GEAR CLAMPS w z w z Z U U_ O 1 POINT OT CONNECTION T BACKTTOW TR�V�NT�R- 3 ISOTATIO� BATT VALVE 4 QUICK COUPTIN� VATV� " 5 IRRIGATION TRENCH Q SCALE: NTS BELOW GRADE SCALE: NTS v SCALE: NTS J SCALE: NTS L8.2 o L8.2 ¢ 18.2 � L8.2 � L8.2 SCALE: NTS � Q_ m COILED WIRE -SHRUB ROTOR WATERPROOF CONNECTION VALVE BOX WITH COVER PVC SCH 80 COUPLING FINISH GRADE/TOP OF MULCH - PVC SCH 80 NIPPLE PAVEMENT OR CURB (LENGTH AS REQUIRED) Project PAVING " EAST BUTTE REMOTE CONTROL VALVE 1 MIN. TOP OF SPRINKLER FLUSH HERITAGE PVC SCH. 80 .NIPPLE 3" MAX WITH FINISH GRADE, AFTER --PLANT MATERIAL PARK PVC SCH. 40 ELL. FINISH GRADE SETTLING ��j /��j 1717 PVC SCH. 80 NIPPLE ��i��i��i� %�%�%%��%�% (� PVC LATERAL PIPE, ABOVE GRADE " � � ROTOR POP-UP SPRINKLER .a � i,��,��i,� ,�i��i,�y,�i,�,�i,�, \/ 3 MIN. ////,////, ' POP-UP SPRINKLER CONDITION. SEE NOTE 2 BELOW z BRICK TYP. ,� PVC SCH 40 NIPPLE r�i�i�� % ��i� BARBED MARLEX INSERT -� CLEAN BACKFILL ��i/moi/�//� //moi �j�, ��i��iy��i��i��i�� ��i�i� i�, z PVC SCH. 40 TEE OR ELL. � �% & THREADED ELL / \ \ \ \ \ � \\,\\,�, ,\,� \\\\ \\\�\\ FINISH GRADE TOP OF MULCH SCH 80 NIPPLE AND SCH VC SCH 0 ELL ii�i,�i,� �i,�� �i,,�,,�,�i,�,�,�i,� z TRACKING TAPE 6"' ABOVE �������� ii��i�ii 40 ELL PVC SCH 40 STREET ELL POLY SWING PIPE-MIN. 15 SLEEVE LENGTH MAX 30 LENGTH ,�� PVC SCH 40 TEE OR ELL //�/••�►t, o 0 0 0 •�ti1`. /// ,� PVC MAINLINE PIPE SCH 40 PVC SLEEVE i��ii��i�i�r9 i ��i �i�9 � �i' r �ii�ii- BARBED MARLEX INSERT J PVC SCH 40 TEE OR ELL J ���i�yi��i���i���i��ii�i��i� ��i��i��i��i��i��i,� & THREADED .ELL 1-INCH GALVANIZED STEEL PIPE ¢ i-- � WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT iii ii�ii iii,�i,�i, ,�i,�i,�i, o. ��%�%���%T%�%��i���������i��i����% SUPPORT SYSTEM PVC SCH. 40 MALE O w ii;�i�iaiii:�i�ii;�i�liaiiiaiaiai;�i�iii:� �__ -- � -' ADAPTER � Y SCH. 80 TEE NOTE: o z z_ NOTES: EXTEND IRRIGATION I cr LATERAL LINE 1. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS'LESS LESS THAN 4 GPM. PVC LATERAL PIPE U PVC LATERAL PIPE � SLEEVES 18" BEYOND > " " �,.� cV) U) EACH SIDE OF PAVING. �w,•� 3 MIN. DEPTH OF 3/4 F... � 2. USE #4 X 24" REBAR ROD WITH "J" HOOKED RADIUS AT ONE END TO HOLD PIPE cY WASHED GRAVEL M SECURELY IN PLACE. INSTALL AT INTERVALS OF 10 FEET. I CL z '� o w w 6 IRRIGATION SLEEVES AT PAVING ¢ 7 ELECTRIC REMOTE CONTROL VATV5 8 ROTOR POP UP SPRINKLER 9 SPRAY TOP UP SPRINKLER �. /'lo ROTOR ON RISER ABOVE GROUND L_8.2 SCALE: NTS L8.� SCALE: NTS w L$.�' SCALE: NTS Q L�,2 NTS o¢c L&2 TEMPORARY SCALE: NTS a w X RAIN SENSOR, INSTALL TIE DOWN STAKE AND MOUNT PER RAIN BIRD TDS-050 W/ BEND MANUFACTURER'S QUANTITY AS REQUIRED. - - RECOMMENDATIONS MI . AUTOMATIC CONTROLLER �) HOSE CHAFING GUARD SET CROWN OF ROOTBALL TREE TRUNK WITH LOCKABLE DOOR 4x4 PT WOOD POST 2" ABOVE FINISH.GRADE SCH 40 CONDUIT FOR - GUY CABLE . AND REMOVE BURLAP AND , COMMON AND CONTROL TWINE FROM TOP HALF � 5 • OF ROOTBALL V WIRES TO EXTEND 5' ? BEYOND EDGE OF BUILDING -2 x 2 x 8' WOOD STAKE o KEEP CLEAR OF ROOTBALL "� ----MULCH, 2" DEPTH -- -LANDSCAPE DRIPLINE TUBING CONDUIT FOR 120 VOLT Robin lai.Laughlin RAIN BIRD LANDSCAPE z ELECTRICAL SERVICE WITH JUNCTION BOX z -SET CROWN OF ROOTBALL FINISH GRADE OREGON ' 2/13/04 ' � BUILDING WALL � 3" ABOVE FINISH GRADE � �y �L„ w� CONCRETE FOOTING � AND REMOVE BURLAP AND o.' BUILDING FLOOR WIRE BASKETS FROM TOP . . . •....�„_ "" - = FERTILIZER TABLETS SWEEP ELL. ON ALL HALF OF ROOTBALL I(=III=1 I 1=1 I I=1 . a fi �� -1 I I-1 I I-1 I i-1 I I •.•�•• �• •�: —I 11=111= NZIE 2012 EASY FIT COMPRESSION TEE o ELECTRICAL CONDUIT ° I(=1 I(=1 11=)11=1 •� .`;�, I I-1 I(=1 I I-1 I i=)I 0 GALLL RIGHTS ROUP ERESERVED RAIN BIRD MDCF-TEE z _ - j : _ MULCH, 2 DEPTH pI- II-1II-1II=1II-1I _— — =1I ___ ALL WIRE TO BE O ° ' —) I I •.,:' "'' I ) I= �,.; .I I TTI I I-1 I TTI I I ;'; III=1 I I=)I = - PLANTING SOIL THESE DRAWINGS ARE THE PROPERTY OF _ GROUP MACKENZIE AND ARE NOT TO BE QUANTITY AS REQUIRED w • ' FINISH GRADE Y 11=III=III=III=11 III=III=III=III=11 USED OR REPRODUCED IN ANY MANNER, INSTALLED AS PER LOCAI.,..i _ Q _ _ _ _ _ _ _ - _ - - _ _ w I—) I— WITHOUT PRIOR WRITTEN PERMISSION ELECTRICAL CODE. o °. AGGREGATE BASE =) ( I — I I-1 I I=1 I I-1 I I-1 i t III-1 I I-1 I I-1 I I-1 I I-1 I 1/2" POLYETHYLENE TUBING: =III=I ,••:' ----FERTILIZER TABLETS w IIT(I I I)T II 111 T(111)T(111 11I I I)I I)I II I II II II I II T II I II 111 11111 111 1111111 1 I(=1 1 T 1=1 T COMPACT PLANTING SOIL VERIFY LOCATION PRIOR w COMPACTED SUBGRADE -) I ( I I J REVISIONS: RAIN BIRD XBS TO INSTALLATION. _J `� _) I (=I I — _ — I I = — `'- PLANTING SOIL m 2 x ROOTBALL _ o BLACK STRIPE TUBING o o REVISIONS REVISION DELTA � III=1 I I=1 I I=1 I I III=1 I I=1 p NATIVE OIL � 5J •(`HIS CLOSING DATE INSTALL CONTROLLER COMPACT PLANTING SOIL p w PER MANUFACTURER'S z 8"0 z „_; SHEET LU 0 INSTRUCTIONS. SEE o NATIVE SOIL SPECS z co z w z ¢ 11DRIPLINEzK'12"`IIIIIIIWATT MOUNT CONTROLLER 13 RAIN SENSORK014 TREE PLANTING - DOUBTT STAKEr15 CONTAINER/B+B SHRUB PLANTING. m 18.2 NTS ° L8.2 SCALE: N TS SCALE: N TS L8.2 oc ¢ L8.2 SCALE: NTS w L8.2 SCALE: NTS _ p � 0; F- (n EDGE OF GROUNDCOVER ° AREA/WALK EDGE ' Spgcj SHEET TITLE: DISTANCE FROM EDGE IS IRRIGIATION/ 1/2 THE SPECIFIED 0.C. PLANTING SPACING Row DETAILS TRI-SPACE, AT SPECIFIED O.C. DISTANCE- _. EQUIDISTANT PLANT CENTER MULCH, 2" DEPTH ROOTBALL DRAWN BY. AMENDED SOIL CHECKED BY: RML III III III III III III III I I i— z SHEET I I 1=1 I I I I I I I I I I 1=1 I Mil NATIVE SOIL z J fY CL 802 x' r16 GROUNDCOVER PLANTING 0z z LS.2 SCALE: N TS 0 c� JOB No. 2110260.00 CITY COMMENTS — 01/09/2013 BID/PERMIT SET - 08/08/2012 211026000\LANDSCAPE\CD SHEETS\260-L8.2 DETAILS.DWG TEB 01/09/13 11:10 1:1.00 LJ - - - I Cq ! I 098 a � CD I I I I PROVIDE 100A, 120/24OV, 1 PH, I I I 3W COMMERCIAL NEMA 3R I ce DIRECT CONNECT METER/MAIN s Z. > 05 PER PGE REQUIREMENTS � ELEC`TRICA�® LOAD SUMMARY I I I M r a (3)-#1 CU & (1)-#8 Ll I I � CU GND IN 1-1/2"C. T POLETOP PGE I I I i c w ❑ I —� `r LIGHTING: .SKW TRANSFORMER Q � � RECEPTACLES: AKW ELECTRICAL SYMBOL D I w I I I 0 co fb m cm HEATING: 2.8KW PANELBOARD PROVIDED BLDG HAND DRYERS: PANELBOARD ° 3,OKW BY BUILDING SUPPLIER PANEL CN� MISCELLANEOUS: 1.OKW AND CONNECTED BY CONTRACTOR COMPLETE. EQUIPMENT ENCLOSURE I I �', I Client TOTAL: 7.7KW 100A TRANSFORMER AT 120/240V: 32A I STUB CONDUIT UP AT ® METER BASE -- - IRRIGATION EXISTING POLE, COORDINATE I I (1)-3"C REQURIEMENTS WITH PGE KEYED NOTE INDICATOR I CONTROL PANEL - ---------- -7 -- - --( it - - #2 CU #4 CU __ �� __"-- (1}_3"— - — — — — — - I I11� I PROVIDE GROUNDING SYSTEM PER NEC 250. PROVIDE #3/0 n A7 7 #6 CU CU BOND TO BUILDING STEEL AND BOND TO COLD WATER nx= x (' ° PIPING WITHIN 5' OF BUILDING ENTRY. PROVIDE #6 CU I ;` o / r f k�' < + x +<'L o ° / , Ln J BOND TO GROUND RODS AND 20 CONCRETE ENCASED #4 I I / BUIL®ING / <k ° X j }X k }X CU GROUND ELECTRODE. i _ PANEL A -- - - - - - -Ij— I. I 7- k 7 n. n r 'ny -7 n n I A ' r k- 7r ->; k 7 �_ I x O x // ® METER k ° x k p Xk ° x k� k Xf kXrf k7 , x / SOCKET I + +` + ° + ° <>X ° x + + + A ':� k 7 ^ '\ n n LxJ Ln,l L J L J + x + + I _ _ Cff 7 r / k 7 n, n r � k7 J L J I j k Y, - f -11 rf k7 n n !I PGE POWER I t \ /k k © X X p Y- k x r k orf i x X rf k -7 J �/< + +� > k o x p x ° x k ° x < o x ° x r f k r f 1 a POLE 5 _ _ +/ + x + + + < � + +<' x x l l I Q Project O x L J x x + + + x +�+ + + + > x: + + k o x o k O X I x. r. L J LxJ < + +g+ x + � � + ��ee I J n n n n L J L J n x L J x ( AST U E k f°}%Ck f k X n k�°+ n n X f k- ^ 7-fnk-7 L ®LII I� I I I - ' / < + x + � < + x + � + HERTIAGE ° + > <k ° X�>+ x + <k ° Xk ° X> + ° + <k ° X.k ° X k�°}X i 1, 100A, 120/240\/, 1PH, 3W x + + + + + + x + +�' I I , �� I .-� / L J ^ Ln J L � x L J � x L J x + x + < + + jJJ/ / r f x- -7 r 4 h- 7 n Ln J L L J n Ln J x I CD rt � 7r � k7 ^ rf 7 n r 7r � k7 �nJ n LnJ A x Y. k Y. 7' -1- k7k X r � k7 rr k7 I I' r k 7 - t < k p X o k Y< > k X< k x i f/ / + x + + x + ' < 1 +<�+ + < ° �+ x + ° >+ x + + + `h ° x \k p X t ° I I k o X / -- L _J L J x x + + i + x C + + < + + > i G I / / n. n. n /\ x J ' J L x J L J �-n J + +�y y + > I x J = ! / r x '7 C f �r � k7 � n n. rx k _ 4' Y L J A 1 0 k G X k' p x k Y. r f } 7r X- -7 < A- 7r f i "7r + 'T k -7 h 7 k ^ rf k7 n I �, + � + +�-F ° �}- _k p x�k O X k ° X k O X k ° x k o Y k ° X< + O + k� �r<k )>< / LxJ � r. J LxJ Lx.J � xJIx +y+ y � + x +UFx + � � x + , � xJ < + o + � + x +fix II I I / n n n n n 4: J L J L -1 L J I J x L J r + k 7 r f n n n L J k7 rf k 7r � 7 n n n J I I r k ° / X p x O X k Y y p X rx k7r -A k -7 r 7rf -k 'rf k -7 r k7 n n I + + ( x + + >< + O +S+ + 1 <k ° XI2k ° x> <k ° x\k O X k L-x J �` I I x J L J LxJ + x + + x + i x +< i 1''+ + , < + + , k o I A 1 I n ^ n n In J Ln J n L- J LxJ LxJ LxJ < +•I = I r + k7 \ ° , rt 7 + k7 rt k7 rf Ar -7 k -7r + -k- -7 A- 7 n _ n I I k ° •i. - k o Cj O X> k p X k O X t' ° X k O X k O Y. r f k r r -E k -7 r k 7 (1) 1-1/4C. �3 \ +I. xJ UxJ ` + x + + y +�+ x + '� + x +� + x F ' < + � > k p X )<10 X I n L J J// � n n Ln 'J L J L- J L J L J r 4 t > KEYED NOTES �- C (�! k -7 r k '7 r f k 7r f h -7 n n n n 1 J n ! x J x + THIS SHEET ° Y v'- ! <k ° Y.yk ° x k p p X r k 7r r k 7 kX k 7r } 7 r y k 7 r r`nk 7r fn} 1 {^ I y J J + X + 'I' x + ' + x + + x + - X O X k O x < G <v o Y.> k. O X � o X k X STUB CONDUIT UP COLUMN BASE AND CAP FOR FUTURE USE. COORDINATE WITH L^ J L J L J J < + x +�+ x x + + x +�+ ° BUILDING SUPPLIER PRIOR TO INITIATION OF WORK. I r 7 r �n� 7 L J L J r Ar 7_ n Lt`' J n 4•\ J l J LxJ I II W k 7r L k7rf k -7 k7 + o x ° x O y, k O ` + x + ' ` + x +�+h +�+ + � + + + } > l I 02 PROVIDE CONNECTION TO IRRIGATION CONTROL PANEL. COORDINATE EXACT I Ln 1 r �^+ n 11 nJ L^ J i >;J I,, x J I, J r + k _7 LOCATION AND REQUIREMENTS WITH SUPPLIER. ROUTE CIRCUIT TO BUILDING PANEL I k ° X k X r } lr k , r ^ ^ I AND PROVIDE 20A-1 P CIRCUIT BREAKER AS REQUIRED. I + x + < + x + + x + > < + ° + > X ° x X °Al I A n n n L J x �+ x + ' f k7 n I r � k 7 k X r f k 7 r 1 k 7 r ->; k 7.f h- � n r L^ J �, ,J I 03 FIELD COORDINATE CONDUIT ROUTING TO MINIMIZE DAMAGE TO E=XISTING TREES. ° I k X< ° k X k :/ k ° x r f } -7 k 7r f k ^ (I PROVIDE ALL TRENCHING, BACKFILL AND COMPACTION AS REQUIRED. - ------------------ + 'x + x J + x + + x + < + + �+ x. + ° kpX k ° X k ------ _ OIi r i J L J � x J 1 ` -4 4- y + 2 + A n n x I I A n. L J L J ® PROVIDE DIRECT CONNECT METER/MAIN, SEE ONE DIAGRAM THIS SHEET. I ° 7 rkf kX/ r f + 7 r f 7 n Y<k X k X %. 7 r f k- -7 1,- CONNECT PANELBOARD PROVIDED BY !BUILDING MANUFACTURER.. COORDINATE x x x � + + x + + - < , ° � , � — r t L J L J V'n J L nJ L J I,A 6,n n T x + ` + + �+ x + > L II I j REQUIREMENTS WITH PGE AND BUILDING SUPPLIER, I - - r - k 7 r f k -7 r } 7 n n r } �r f 7C k 7C + T 7 + J L .1 I t ° X '" o X \ X k X <k a ° / \ " � i( EXISTING PGE POWER POLE. FIELD VERIFY EXACT LOCATION. t- n T ° L x J L x 11 + x +< + x + L J I x J t..x J + +< + ° + �`k ° X�k A n n n n L n l L J n L J x + x + x o X r k -7 k7 n r � + '7 ;, n LnJ t,. .1 L J I I + n >rf 7 n �r rf r7r + i 7 r � k7r � k7 h n t n I / r +` 7 + x + k Y- \ IL'Jlf k ° X ' k n i k ° X k o T .k G Y k �. <X ° y k. /� 7 k o X 7- f -7 r a 7 C' t I i i + x + x x + x + + x + + x +< + + > x < + � �' j + x + I j + J J L J L J �, J ,. L J x + + < E - L J i 1 + + + + + n r' n r r ; n J L J_ x x � 7 r � -k; 7 r � ->; 7rT k - °. X /` ! J � A I I I I I Y -� k r` I k C y'. o x + >, r f r -t } 1 y------ - F 1 x k x> k -x k 1 -J I 0 FRD + + x + -- r t,--J-�-�-- ----- ------- -- -+-`-y- ° ------ p ` 1 I '' �I c'�t��`'�`GINEEQ£`�� I I / ------ ----- T _ J / + + p, x //\X' \ r. v t r. '' i , ' t _ (� \I $'I -i I I ORMON J \ I _ , Nix + + .,- O ' .l yp 7. 11 ,11 I tl I I I 1 �7N 6� GV I , j ``� FRANK Rd \ i' , r .I Ilj I I I EXPIRES 12/31/14 _ l J t: n•' L�• J T � + ` ISI O GROUP MACI'CENZIE 2012 + + O ------ (; J I I r k any _7- + \ 1.. J C ` yJ . I i I 1 II I C ALL RIGHTS RESERVED - - - - - -c 4t - - - ; C x R + + + DRAWINGSRE H - � ` ' ' \, r l + `+` � THESE A THE PROPERTY OF 1 o ,. 7 +,_ �~ i + 1 ` + ' I ! GROUP MACKENZIE AND ARE NOT TO BE j ` x `` t rrf��y77 YkJ p > ~ + x + J' I t J I I WITHOUT PRIOR WRITTEN PERMISSION I USED OR REPRODUCED IN ANY MANNER, rf 7C -A A- 7r f A- -' n l \ 1 kppX fj 7 1 ..I x ,` ' } 4 > -7rr A- ,, t� r: w- *• \\ \ ` O X I I j Iw J n i ! + x + + y + + k ° + k o x AlO Y< ° Z C' > x I REVISIONS. I J , \ - 1 J �: j �,`\ .J ` } + + + I } + x + + x + I 1 " x x L,. ..J .1 I I I I Z r k 7 ,. `J o 1 ~ r f k 7 x x n n Al I!II a REVISION DELTA A n x�° x �' ! n \ _ - - . , \ / X X < o >r + 7 r f k 7r f^� 7 r fnk 7 k+ k X r + k 7 I ' I I S J REVISIONS CLOSING DATE O + + h X k X O .X Y- I W W THIS + + ' i 7 \ t x .. ` + + '` J < ✓_ O O ` + + I I I 0'O SHEET / \ k 7- .f yk 7 X x k •' Y. I 1 - ' '�, x 'I-. + + + <O+ ``' L'n J 1.-x J n,� s V � L x J r,J t• \1 x x. I rx ,+ L ,,� r k - • rf k7 rf �r +^k7rfrk7 I!I! O X k O X k ° X k ° X r fn-`t -7 I F x + ` + +4- tf >k O X O 1 i \ \ \ - I. J L X J LxJ L x J < + x�+ 0 1 / I O G _ t \ 1 ox 1 G I t \ n ...r .. 7- \11 _ _ - ------------------------ -- --------- 0 r f k 7 I + + ti > oo r - --- I I III I 1 O I r f k7rf k7r " 7 /n 1 ` 1- x + .✓. n . \ r ^ t \ k X k X k o '� I \ SHEET TITLE: cif I L J r � k7 rx k7 I p ° <j+ \. F x i SITE PLAN J r ^� 7 tr \ n J _ _ _ _ ELECTRICAL I r X, + i ry k 7 k I xO \ \ / x ° 1 1 0 1 1 O 1 O y - - - - - F�• k < ' 1 O + + ' / + x - k v n x` - I- - / G - n < :41 _ fI / \ + x + O I 1 A r + y 7 \, 0 ° r -!- -k 7 r \4 ! f. } t \\ I, ,I x.- i Xn. C f k 7 n O i 1 - ' / n O !` t < °/, I O I L J h Ot xb yt A- 0 o n. _ I 1 r � k\% r!f 7 + I _ - 1 n I \ 1 \1 - - - - - - - - - - - - - - +< + �t - - G :�= _ 1_ _ _i 1 _ - k n n,- _ _ - - - -- Y, �k O r Tn� LT bdhJ� + x >l• Y J J+' . + J - CI 1 .I� -1 J ti + bk oIc XL, 1 I ; ` + r: � + + A 1; J J WAT - — wAT w dr- c T C L �� Y — — — — WAT— — — — \NAT— — — — I - r T F ' k -J b WAT WA7— f i�.{-vV '7 N'4T I 1. ..1 I' ''J - - ' >r 7T I V� M ' r T k —awe - r— DRAWN BY. `.>GW J (C L,` J WA I r f k r CHECKED BY: IFR ;i' SHEET — SAEl . w , ,! AV lk1 SITE L. E7.0 7"=20"-O" JOB NO- 2110260.00 CI COMM[ 01/09/20`13