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HomeMy WebLinkAboutC2015-342 - 9/15/2015 - Approved 2015342 9/15/15 Haas-Anderson Construetio 15-498 CONTRACT DO + n Ltd. FOR CONSTR • i SANTA FE ST ' EET Elizabe : h o St t Hancock Ave. ( Bond ) PROJECT NUMBER E13100 ` Iq • Pv.J,.•y, i .`A 1 ® G. ..•.roe.e..... m.au air g) MICHELLE A.PATTON NNW EMI= `` .4s s 90252a-74 �;SO` f g� C ty of '12bef-,M_,4_, Corpus Christi Maverick Engineering, Inc. 400 Mann St., Suite 200/Corpus Christi, TX/(316) 696-3500 June 12, 2015 100% SUBMITTAL Record Drawing Number STR 889 • 00 9101 ADDENDUM NUMBER 01 Project: Santa Fe Street ___ Project Number: Owner: City of Corpus Christi E13100 City Engineer: J.H. Edmonds, P.E. Designer: Michelle Patton, P.E., Maverick Engineering, Inc_ ! Addendum No. 01 Specification Section: 00 9101 Issue Date: June 29,2015 Acknowledge receipt of this Addendum in the Bid Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Form may render the Bid as non-responsive and serve as the basis for rejecting the Bid. Make the additions,modifications or deletions to the Contract Documents described in this Addendum. A proved by: Michelle Patton, P.E. /_, ^.f" .�'v '�! JrJ/ /is- Addendum Items: \ * Modifications to Sections: 00 11 16 Attachment#1.00 30 MICHELLE q PA1TON 00 Attachment#2, 00 30 01 Attachment#3,0129 01 •°9 90252' Attachment#4 and revised drawines Attachment#5. b, I , I 141.47 W8IONAL t$6 tom Maverick Engineering, Inc.F1424 ".01. °4 OF 'PAfrItr Alt 4 46—.. A- oiest/c- ame Date Addendum Items: 1 i Addendum No.01 00 91 01-1 Corpus Christi Standards-Regular Projects REV 04oz-zoia •. ARTICLE 1—BIDDING REQUIREMENTS 1.01 ACKNOWLEDGE ADDENDA A. Acknowledge receipt of this Addendum in the Bid Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Form may render the Bid as non- responsive and serve as the basis for rejecting the Bid. 1.02 MODIFICATIONS TO THE PREBID CONFERENCE A. SECTION 0011 16 INVITATION TO BID—ARTICLE 3 1. The date for non-mandatory pre-bid meeting has been changed to July 7,2015 at 10:30 am. 1.03 MODIFICATIONS TO THE BIDDING REQUIREMENTS A. SECTION 0011 16 INVITATION TO BID: 1. The Engineer's Opinion of Probably Construction Cost changed to 51,913,141.15. 2. The date for receipt of Bids has been changed to July 15,2015 0 2:00 pm. B. SECTION 00 3000 BID ACKNOWLEDGEMENT FORM: 1. The date for receipt of Bids has been changed to July 15,2015 0 2:00 pm. C. SECTION 00 30 00 BID ACKNOWLEDGEMENT FORM: DELETE: "54 days"and "84 days" ADD: "94 days"and"124 days" D. SECTION 00 30 01 BID FORM: DELETE: SECTION 00 30 01 BID FORM in its entirety. ADD: SECTION 00 30 01 BID FORM In its entirety. E. SECTION 0129 01 MEASUREMENT AND BASIS FOR PAYMENT DELETE:SECTION 0129 01 in its entirety. ADD: SECTION 0129 01 In its entirety. ARTICLE 2—MODIFICATIONS TO THE DRAWINGS 2.01 AMEND DRAWINGS A. Drawing Sheet No. 2"Sheet Index" 1. Sheets 42-57 crossed out. 2.02 DELETED SHEETS A. DELETE: Drawing Sheets No.42-57 END OF ADDENDUM NO.01 Addendum No.01 00 91 01-2 Corpus Christi Standards-Regular Projects REV 04-02-2014 00 11 16 INVITATION TO BID ARTICLE 1—GENERAL NOTICE 1.01 The City of Corpus Christi,Texas(Owner) is requesting Bids for the construction of the following Project: SANTA FE—Elizabeth St.to Hancock Ave.(Bond 20141 Protect#E13100 Bond Issue 2014 A. Project Description: Santa Fe Street—Elizabeth St.to Hancock Ave.consists of the street rehabilitation of an existing 3 lane,one way urban street.The street will be striped as a 2 lane,one way street, with a shared bike lane.The project construction components are as follows: • 2.0"thick x 36'wide x 1917' Lg. (plus side streets tie-in)-Planing and overlay,with curb &gutter,valley gutter,concrete driveways,concrete sidewalks,and concrete curb ramps • Reconstruction of curb inlet tops and(SWPPP) • Adjust existing water valves and relocate water meters • Relocation&installation of small signs • Striping and reflectorized&raised pavement markings • Roadway illumination in accordance with the plans,specifications and contract documents. 1.02 The Engineer's Opinion of Probable Construction Cost for the Project is$1.913.141.15. The Project is to be substantially complete and ready for operation within 94 days. The Project is to be complete and eligible for Final Payment 30 days after the date for Substantial Completion. ARTICLE 2—EXAMINATION AND PURCHASE OF DOCUMENTS 2.01 Advertisement and bidding information for the Project can be found at the following website: http:/www.civcastusa.com/ 2.02 Contract Documents may be downloaded or viewed free of charge at this website. It is the downloader's responsibility to determine that a complete set of documents,as defined in the Agreement are received. 2.03 This website will be updated periodically with Addenda, lists of interested parties,reports,or other information relevant to submitting a Bid for the Project. Invitation to Bid 001116-1 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.1 PAGE 1 OF 4 REV 03-10-2015 ARTICLE 3—PRE-BID CONFERENCE 3.01 A non-mandatory pre-bid conference for the Project will be held on 10:30 AM July 7.2015 at the following location: City Hall Building—Capital Programs Conference Room 1 or 2 3rd floor.Capital Programs Department(formerly"Engineering Department") 1201 Leopard Street, Corpus Christi,Texas 78401 ARTICLE 4—QUESTIONS REGARDING BIDDING PROCESS OR SOLICITATION DOCUMENTS 4.01 Questions are to be submitted using the Question and Answer process on the Owner's Bidding Website. Responses to questions submitted will be posted on the website by the Owner for the benefit of all Bidders. Responses will be posted for questions submitted by 5:00 p.m.seven(7) days prior to the date of the bid opening. Inquiries made after this period may not be addressed. 4.02 A response to a question posted on the website that requires modification of the Contract Documents will be made by Addenda. Modifications to the Contract Documents prior to the award of contract can only be made by Addenda. Only answers in Addenda authorized by the Owner will be binding. Oral and other interpretations or clarifications will be without legal effect. ARTICLE 5—MINORITY/MBE/DBE PARTICIPATION POLICY 5.01 Selected Contractor is required to comply with the Owner's Minority/MBE/DBE Participation Policy as indicated in SECTION 00 72 03 MINORITY/MBE/DBE PARTICIPATION POLICY. 5.02 Minority participation goal for this Project has been established to be 45%of the Contract Price. 5.03 Minority Business Enterprise participation goal for this Project has been established to be 15% of the Contract Price. Invitation to Bid 0011 16-2 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.1 PAGE 2 OF 4 REV 0340-2015 ARTICLE 6—BID SECURITY 6.01 Bidders must submit an acceptable Bid Security with their Bid as a guarantee that the Bidder will enter into a contract for the Project with the Owner within 10 days of Notice of Award of the Contract. The security must be payable to the City of Corpus Christi,Texas in the amount of 5 percent(5%)of the greatest amount bid. 6.02 Bid Security may be in the form of a Bid Bond or a cashier's check,certified check,money order, or bank draft from a chartered financial institution authorized to operate in the State of Texas. Bidders submitting bids electronically through the CivCast System at www.CivCastUSA.com shall scan and upload a copy of Bid Bond as an attachment to their bid. Cashier's check,certified check,money order or bank draft must be enclosed in a sealed envelope,plainly identified on the outside as containing bid documents,the bidder's name and the job name and number and delivered as required in Article 7 below. 6.03 Bid Bond Requirements: 1. A Bid Bond must guarantee,without qualification or condition,that the Owner will be paid a sum equal to 5 percent(5%)of the greatest amount bid if,within 10 calendar days of Notice of Award of the Contract,the Bidder/Principal: a. fails to enter into a contract for the Project with the Owner;or b. fails to provide the required Performance and Payment Bonds. 2. A Bid Bond may not limit the sum payable to the Owner to be the difference between the Bidder/Principal's bid and the next highest bidder. 3. The Bid Bond must reference the Project by name as identified in Article 1. 4. Bidders may provide their surety's standard bid bond form if revised to meet these Bid Bond Requirements. 6.04 Failure to provide an acceptable Bid Security will constitute a non-responsive Bid which will not be considered. 6.05 Failure to provide the required Performance and Payment Bonds will result in forfeiture of the Bid Security to the City as liquidated damages. ARTICLE 7—DELIVERY OF BIDS 7.01 Electronic Bids must be submitted to the CivCastUSA website at www.CivCastUSA.com no later than 2:00 PM July 15.2015 to be accepted. The Bids will be publicly opened and read aloud at this time at the City Council Chambers or Staff Room, 1"floor of the City Hall Building. Bids received after this time will not be accepted. If submitting a hard copy bid or bid security by cashier's check or money order, please address envelopes or packages: City of Corpus Christi City Secretary's Office City Hall Building, 1st Floor 1201 Leopard Street 001116-3 Invitation to Bid SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.1 PAGE 3 OF 4 REV 03-10-2015 Corpus Christi,Texas 78401 Attention: City Secretary Bid-SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE. (Bond 2014),Project No. E13100 All envelopes and packages(including FEDEX envelopes)must clearly identify,on the OUTSIDE of the package,the project name and number and that bid documents are enclosed. 7.02 Bids will be publicly opened and read aloud at 2:00 PM July 15.2015,at the following location: City Hall Building- City of Corpus Christi First Floor City Council Chambers or Staff Room 1201 Leopard Street Corpus Christi,Texas 78401 ARTICLE 8—AWARD OF CONTRACT 8.01 It is the intent of the Owner to award this Contract to either the lowest responsible Bidder or the Bidder who provides the best value who submits a responsive Bid. The Owner reserves the right to adopt the most advantageous interpretation of the Bids submitted in the case of ambiguity or lack of clearness in stating Bid prices,to reject any or all Bids,and/or waive formalities. Bids may not be withdrawn within 90 days from the date on which Bids are opened. ARTICLE 9—OTHER CONTRACT REQUIREMENTS 9.01 Contractors for this Project must pay no less than the prevailing wage rates for the area established by the Owner and included in the Contract Documents. 9.02 Contractors for this Project must obtain and provide the necessary insurance,including Workers'Compensation Insurance,as required by the General Conditions and SECTION 00 72 01 INSURANCE REQUIREMENTS. 9.03 Performance and Payment Bonds are required. END OF SECTION Invitation to Bid 00 11 16-4 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.1 PAGE 4 OF 4 REV 03-30.2015 00 30 00 BID ACKNOWLEDGEMENT FORM ARTICLE 1—BID RECIPIENT 1.01 In accordance with the Drawings, Specifications, and Contract Documents, this Bid Proposal is submitted by (type or print name of company)on:July 15, 2015 at 2:00 PM for SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014), Project Number E13100. 1.02 Submit Bids, Bid Security and all attachments to the Bid (See Section 7.01 below)to the City's electronic bidding website at https://www.civcastusa.com. If submitting hard copy bids or bid security in the form of a cashier's or certified check, please send to: The City of Corpus Christi,Texas City Secretary's Office 1201 Leopard Street Corpus Christi,Texas 78401 Attention: City Secretary Bid -SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE. (Bond 2014), Project Number E13100 All envelopes and packages (including FEDEX envelopes) must clearly identify, on the OUTSIDE of the package,the project name and number and that bid documents are enclosed. ARTICLE 2—BIDDERS'S ACKNOWLEDGMENTS 2.01 Bidder proposes and agrees, if this Bid is accepted,to enter into an Agreement with Owner on the form included in the Contract Documents,to perform all Work specified or indicated in Contract Documents for the Contract Price indicated in this Bid or as modified by Contract Amendment. Bidder agrees to complete the Work within the Contract Times established in the Agreement or as modified by Contract Amendment and comply with the all other terms and conditions of the Contract Documents. 2.02 Bidder accepts all of the terms and conditions of the Invitation to Bid and Instructions to Bidders, including those dealing with required Bonds. The Bid will remain subject to acceptance for 90 days after the opening of Bids. 2.03 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of its failure to complete Work in accordance with the schedule set forth in the Agreement. 2.04 Bidder acknowledges receipt of the following Addenda: Addendum No. Addendum Date Signature Acknowledging Receipt Bid Acknowledgement Form 00 30 00-1 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE. (BOND 2014) ADDENDUM NO 1 City Project Number E13100 ATTACHMENT NO.2 PAGE 1 OF 6 REV 03-10-2015 Addendum No. Addendum Date Signature Acknowledging Receipt ARTICLE 3-BIDDER'S REPRESENTATIONS 3.01 The Bidder has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. 3.02 The Bidder has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3.03 The Bidder is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. 3.04 The Bidder has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: A. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; B. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; C. Underground Facilities referenced in reports and drawings; D. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and E. Technical Data related to each of these reports and drawings. 3.05 The Bidder has considered the: A. Information known to Bidder; B. Information commonly known to contractors doing business in the locality of the Site; C. Information and observations obtained from visits to the Site; and D. The Contract Documents. 3.06 The Bidder has considered the items identified in Paragraphs 3.04 and 3.05 with respect to the effect of such information, observations, and documents on: A. The cost, progress, and performance of the Work; B. The means, methods,techniques, sequences, and procedures of construction to be employed by Bidder; and C. Bidder's safety precautions and programs. 3.07 Based on the information and observations referred to in the preceding paragraphs, Bidder agrees that no further examinations, investigations, explorations,tests, studies,or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. Bid Acknowledgement Form 00 30 00-2 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE. (BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.2 PAGE 2 OF 6 REV 03-10-2015 3.08 The Bidder is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. 3.09 The Bidder has correlated the information known to the Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents,and all additional examinations,investigations,explorations,tests,studies,and data with the Contract Documents. 3.10 The Bidder has given the OAR written notice of all conflicts,errors,ambiguities,or discrepancies that the Bidder has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Bidder. 3.11 The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 3.12 Bidder's entry into this Contract constitutes an incontrovertible representation by Bidder that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 4—BASIS OF BID 4.01 Bidder will complete the Work in accordance with the Contract Documents at the unit prices shown in the BID FORM. A. Extended amounts have been computed in accordance with Paragraph 13.03 of the General Conditions. B. Bidder acknowledges that the estimated quantities are not guaranteed,and final payment for all Unit Price items will be based on actual quantities provided,measured as provided in the Contract Documents. C. Unit Price and figures column will be used to compute the actual Bid price. ARTICLE 5—EVALUATION OF BIDDERS 5.01 The contract may be awarded either to the lowest responsible bidder or to the bidder who provides the best value for the Owner. The Owner will consider the greatest amount bid,the Bidder's responsibility,the Bidder's safety record,the Bidder's indebtedness to Owner and whether the Bidder has met the minimum specific project experience requirements to determine the lowest responsible Bidder.The Owner reserves the right to waive any and all irregularities in determining the Bidders'responsibility or value,and whether the Bidder has met the minimum specific project experience requirements,and reserves the right to require the submission of additional information. 5.02 The Owner has the right to accept a Bid, reject any and all Bids,to waive any and all irregularities in the Bids,or to reject non-conforming, non-responsive or conditional Bids. In addition,the Owner reserves the right to reject any Bid where circumstances and developments have, in the opinion of the Owner,changed the responsibility of the Bidder. 5.03 Material misstatements in the documentation submitted to determine the Bidder's responsibility, including information submitted per SECTION 00 45 16 STATEMENT OF Bid Acknowledgement Form 00 30 00-3 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.2 PAGE 3 OF 6 REV 03-10-2015 EXPERIENCE, may be grounds for rejection of the Bidder's Bid on this Project. Any such misstatement,if discovered after award of the Contract to such Bidder,may be grounds for immediate termination of the Contract. Additionally,the Bidder will be liable to the Owner for any additional costs or damages to the Owner resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages. ARTICLE 6—TIME OF COMPLETION 6.01 Bidder will complete the Work required to be substantially completed within 94 days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions. Bidder will complete the Work required for final payment in accordance with Paragraph 15.06 of the General Conditions within 124 days after the date when the Contract Times commence to run. 6.02 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within the number of days indicated. ARTICLE 7—ATTACHMENTS TO THIS BID 7.01 In compliance with the Bid Requirements in SECTION 00 11 16 INVITATION TO BID,the following are made a condition of this Bid: A. Bid Security. B. SECTION 00 3000 BID ACKNOWLEDGEMENT FORM and documentation of signatory authority. C. Bid Form. D. SECTION 00 30 02 COMPLIANCE TO STATE LAW ON NONRESIDENT BIDDERS. E. SECTION 00 30 04 CONFLICT OF INTEREST QUESTIONNAIRE. F. SECTION 00 30 05 DISCLOSURE OF INTEREST. G. SECTION 00 30 06 NON-COLLUSION CERTIFICATION. ARTICLE 8—DEFINED TERMS 8.01 The terms used in this Bid have the meanings indicated in the General Conditions and the Supplementary Conditions. The significance of terms with initial capital letters is described in the General Conditions. ARTICLE 9—VENUE 9.01 Bidder agrees that venue shall lie exclusively in Nueces County,Texas for any legal action. ARTICLE 10—SIGNATORY REQUIREMENTS FOR BIDDERS 10.01 Bidders must include their correct legal name,state of residency,and federal tax identification number in the Bid Form. Bid Acknowledgement Form 00 30 00-4 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.2 PAGE 4 OF 6 REV 03-10-2015 10.02 The Bidder,or the Bidder's authorized representative,shall sign and date the Bid Form to accompany all materials included in the submitted Bid. Bids which are not signed and dated in this manner,or which do not contain the required documentation of signatory authority may be rejected as non-responsive. The individual(s)signing the Bid must have the authority to bind the Bidder to a contract,and if required,shall attach documentation of signatory authority to the Bid Form. 10.03 Bidders who are individuals("natural persons"as defined by the Texas Business Organizations Code§1.002),but who will not be signing the Bid Form personally,shall include in their bid a notarized power of attorney authorizing the individual designated as their authorized representative to submit the Bid and to sign on behalf of the Bidder. 10.04 Bidders that are entities who are not individuals shall identify in their Bid their charter or Certificate of Authority number issued by the Texas Secretary of State and shall submit with their Bid a copy of a resolution or other documentation approved by the Bidder's governing body authorizing the submission of the Bid and designating the individual(s)authorized to execute documents on behalf of the Bidder. Bidders using an assumed name(an"alias")shall submit a copy of the Certificate of Assumed Name or similar document. 10.05 Bidders that are not residents of the State of Texas must document their legal authority to conduct business in Texas. Nonresident Bidders that have previously registered with the Texas Secretary of State may submit a copy of their Certificate of Authority. Nonresident Bidders that have not previously registered with the Texas Secretary of State shall submit a copy of the Bidder's enabling documents as filed with the state of residency,or as otherwise existing. Bid Acknowledgement Form 00 30 00-5 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.2 PAGE 5 OF 6 REV 03-10-2015 ARTICLE 11—BID SUBMITTAL 11.01 This Bid is submitted by: Bidder: (typed or printed full legal name of Bidder) By: (individual's signature) Name: (typed or printed) Title: (typed or printed) Attest: (individual's signature) State of Residency: Federal Tax Id. No. Address for giving notices: Phone: Email: (Attach evidence of authority to sign if the authorized individual is not the Bidder,but an individual signing on behalf of another individual Bidder,or if the authorized individual is a representative of a corporation, partnership,or joint venture.) END OF SECTION Bid Acknowledgement Form 00 30 00-6 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.2 PAGE 6 OF 6 REv 03-10-2015 00 30 01 BID FORM 00 30 01 BID FORM Project Name: SANTA FE STREET- ELIZABETH ST. TO HANCOCK AVE Project Number: City Prjoct No. E13100 Owner: City of Corpus Christi Bidder: OAR: TBD,City of Corpus Christi, Texas Designer: Michelle Patton, P.E., Maverick Engineering Inc. Basis of Bid DESCRIPTION UNIT ESTIMATED EXTENDED UNIT PRICE Item QUANTITY AMOUNT Base Bid Part A-General(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Al MOBILIZATION LS 1 $ $ SUBTOTAL PART A-General(Items Al thru Al) $ Part B-ROADWAY IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) B1 PREPARING ROW STA 19 $ $ B2 MILL ASPHALT PAVEMENT SY 8,342 $ $ B3 REMOVE CONCRETE DRIVEWAY SY 192 $ $ B4 REMOVE SIGN EA 5 $ $ B5 2.0" HMAC PAVEMENT TY D SURFACE COURSE SY 8,342 $ $ B6 CONCRETE DRIVEWAYS SF 2,781 $ $ B7 6" CURB&GUTTER (INCL. BASE, SUBGR, FILL, & HMAC) LF 1,486 $ $ B8 CONCRETE VALLEY GUTTER @ ASPHALT PARKING LF 125 $ $ B9 CONCRETE VALLEY GUTTER @ CONCRETE PARKING LF 96 $ $ B10 SMALL SIGN ASSEMBLY EA 26 $ $ B11 ST. SIGN ASSY W/9" BLADES(GR) &STOP SIGN EA 6 $ $ B12 REFL PAV MRK TY 1 (W) 4" (DOT) (100 MIL) LF 100 $ $ B13 REFL PAV MRK TY 1 (W)4" (BRK) (100 MIL) LF 500 $ $ B14 REFL PAV MRK TY 1 (W)4" (SLD) (100 MIL) LF 2,911 $ $ B15 REFL PAV MRK TY 1 (Y) 4" (SLD)(100 MIL) LF 84 $ $ B16 REFL PAV MRK TY 1 (W) 24" (SLD) (100 MIL) LF 46 $ $ B17 REFL PAV MRK TY 1 (W) (ARROW) (100 MIL) EA 3 $ $ B18 REFL PAV MRK TY 1 (W) (WORD) (100 MIL) EA 3 $ $ B19 REFL PAV MRK TY 1 (W) (SYMBOL) (100 MIL) EA 2 $ $ B20 YIELD MRKR (W) 18" (TRIANGLE) LF 15 $ $ B21 REFL PAV MRK TY 1 (W) (CROSS WALK) (100 MIL) LF 98 $ $ B22 RAIS PAV MRKR CL B (REFL) TY II-C-R EA 25 $ $ B23 RUMBLE STRIPS LF 96 $ $ B24 TRAFFIC CONTROL ITEMS LS 1 $ $ B25 SURVEY MONUMENT EA 2 $ $ B26 OZONE DAY DAY 2 $ $ B27 REMOVE CURB &GUTTER LF 825 $ $ B28 REMOVE VALLEY GUTTER LF 623 $ $ Bid Form ADDENDUM NO.1 SANTA FE STREET-ELIZABETH ST. TO HANCOCK AVE. ATTACHMENT No.3 Page 1 of 3 City Project Number E13100 PAGE 1 OF 3 REV 10-14-2014 00 30 01 BID FORM ESTIMATED EXTENDED Item DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT B29 REMOVE CONCRETE PAVEMENT SY 213 $ $ B30 FULL DEPTH PAVEMENT REPAIR SY 1,513 $ $ B31 WOOD FENCE IF 75 $ $ B32 PARKING LOT RETAINING CURB LF 235 $ $ B33 TYPE A RETAINING CURB LF 105 $ $ B34 SIDEWALK DRAIN EA 7 $ $ B35 CONTINGENCY FOR UNANTICIPATED STREET LS 1 $ 25,000 IMPROVEMENT CONFLICTS SUBTOTAL PART B-ROADWAY IMPROVEMENTS(Items B1 thru B35) $ Part C-STORM WATER IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) Cl RECONSTRUCT CURB INLET TOP AND GUTTER EA 4 $ $ C2 STORM WATER POLLUTION PREVENTION PLAN LS 1 $ $ CONTINGENCY FOR UNANTICIPATED STORM WATER $ 10,000 C3 IMPROVEMENT CONFLICTS LS 1 $ SUBTOTAL PART C-STORM WATER IMPROVEMENTS(Items Cl thru C3) $ Part D-WATER DISTRIBUTION IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) D1 ADJUST EXIST. WATER VALVE & BOX IN MILLED SECTION EA 12 $ $ D2 RELOCATE WATER METER EA 4 $ $ CONTINGENCY FOR UNANTICIPATED WATER LS 1 $ 10,000 D3 IMPROVEMENT CONFLICTS SUBTOTAL PART D-WATER DISTRIBUTION IMPROVEMENTS(Items Di thru D3) $ Part E-ADA IMPROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) El 5'CONCRETE SIDEWALKS SF 5,265 $ $ E2 CURB RAMP AND LANDING SF 2,221 $ $ E3 REMOVE EXISTING SIDEWALK SY 536 $ $ E4 REMOVE EXISTING RAMP SY 13 $ $ CONTINGENCY FOR UNANTICIPATED ADA LS 1 $ 5,000 E5 IMPROVEMENT CONFLICTS SUBTOTAL PART E-ADA IMPROVEMENTS(El THRU E5) $ Part F-RTA IMROVEMENTS(per SECTION 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT) F1 RELOCATE SIGNS LS 1 $ $ CONTINGENCY FOR UNANTICIPATED RTA LS 1 $ 5,000 F2 IMPROVEMENT CONFLICTS SUBTOTAL PART F -RTA IMPROVEMENTS(Fl THRU F2) $ Bid Form ADDENDUM NO.1 SANTA FE STREET -ELIZABETH ST. TO HANCOCK AVE. ATTACHMENT No.3 Page 2 of 3 City Project Number E13100 PAGE 2 OF 3 REV 10-14-2014 00 30 01 BID FORM Item DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT BID SUMMARY SUBTOTAL PART A-GENERAL(Items Al thru Al) $ SUBTOTAL PART B - ROADWAY IMPROVEMENTS(Items B1 thru 835) $ SUBTOTAL PART C-STORM WATER IMPROVEMENTS (Items Cl thru C3) $ SUBTOTAL PART D-WATER DISTRIBUTION IMPROVEMENTS (Items 01 thru D3) $ SUBTOTAL PART E -ADA IMPROVEMENTS(Items El thru E5) $ SUBTOTAL PART F -RTA IMPROVEMENTS(Items Fl thru F2) _ $ TOTAL PROJECT BASE BID(PARTS A THRU F) $ Contract Times Bidder agrees to reach Substantial Completion in 94 days Bidder agrees to reach Final Completion in 124 days Bid Form ADDENDUM NO.1 SANTA FE STREET- ELIZABETH ST. TO HANCOCK AVE. ATTACHMENT No.3 Page 3 of 3 City Project Number E13100 PAGE 30F 3 REV 10-14-2014 0129 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in SECTION 0129 00 APPLICATION FOR PAYMENT PROCEDURES for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in SECTION 0129 00 APPLICATION FOR PAYMENT PROCEDURES. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in SECTION 0129 00 APPLICATION FOR PAYMENT PROCEDURES for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length,area,solid contents, number,and weight,unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste,overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item A-1—Mobilization 1. Include the following costs in this Bid item: a. Bonds and insurance; b. Transportation and setup for equipment; c. Transportation and/or erection of all field offices,sheds,and storage facilities; d. Salaries for preparation of documents required before the first Application for Payment; e. Salaries for field personnel assigned to the Project related to the mobilization of the Project;and f. Demobilization. Measurement and Basis for Payment 0129 01-1 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.4 PAGE 1 OF 7 11-25-2013 2. Measuring for payment is on a lump sum basis. Payment for mobilization will be based on the earned value of Work completed. Payment for the final demobilization shall be the same amount as payment for the initial mobilization. B. Bid Item B-1-PREPARING ROW: 1. Station 2. By the 100—foot station,regardless of the width of the right-of-way C. Bid Item 8-2-MILL ASPHALT PAVEMENT: 1. Square Yard 2. The square yard will be measured by the existing asphalt in its original position. D. Bid Item B-3—REMOVE CONCRETE DRIVEWAY: 1. Square Yard 2. The square yard will be measured by the existing concrete driveway in its original position. E. Bid Item B-4—REMOVE SIGN: 1. Each 2.This item will be measured by each sign in its original position. F. Bid Item B-S—2.0" HMAC PAVEMENT TY D SURFACE COURSE: 1.Square Yard 2.This item will be measured by the square yard in its final position according to the plans. G. Bid Item B-6—CONCRETE DRIVEWAYS: 1. Square Foot 2. The square foot will be measured by the concrete driveway placed in its final position. H. Bid Item B-7—6" CURB&GUTTER(INCL. BASE,SUBGR,FILL&HMAC) : 1. Linear Foot 2. This item will be measured per linear foot of curb&gutter in its final position. I. Bid Item B-8—CONCRETE VALLEY GUTTER @ ASPHALT PARKING: 1. Linear Foot 2. This item will be measured by the linear foot in its final position according to the plans. J. Bid Item 13-9—CONCRETE VALLEY GUTTER @ CONCRETE PARKING: 1. Linear Foot Measurement and Basis for Payment 0129 01-2 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.4 PAGE 2 OF 7 11-25-2013 2. This item will be measured by the linear foot in its final position according to the plans. K. Bid Item B-10-SMALL SIGN ASSEMBLY: 1. Each 2. This item will be measured per eachsign placed in its final position according to the plans. L. Bid Item B-11—ST.SIGN W/9" BLADES(GR)&STOP SIGN: 1. Each 2. This item will be measured per each sign placed in its final position according to the plans. M. Bid Item B-12—REFL PAV MRK TY 1 (W)4" (DOT)(100 MIL): 1. Linear Foot 2. This item will be measured by the linear foot in its final position according to the plans. N. Bid Item B-13—REFL PAV MRK TY 1 (W)4" (BRK)(100 MIL): 1. Linear Foot 2. This item will be measured by the linear foot in its final position according to the plans. O. Bid Item B-14—REFL PAV MRK TY 1(W)4" (SLD)(100 MIL): 1. Linear Foot 2. This item will be measured by the linear foot in its final position according to the plans. P. Bid Item B-15—REFL PAV MRK TY 1 (Y)4" (SLD)(100 MIL): 1. Linear Foot 2. This item will be measured by the linear foot in its final position according to the plans. Q. Bid Item B-16—REFL PAV MRK TY 1(W)24"(SLD) (100 MIL): 1. linear Foot 2. This item will be measured by the linear foot in its final position according to the plans. R. Bid Item B-17 —REFL PAV MRK TY 1(W)(ARROW)(100 MIL): 1. Each 2. This item will be measured per each arrow in its final position according to the plans. S. Bid Item B-18—REFL PAV MRK TY 1(W)(WORD)(100 MIL): Measurement and Basis for Payment 0129 01-3 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.4 PAGE 3 OF 7 11-25-2013 1. Each 2. This item will be measured per each word in its final position according to the plans. T. Bid Item B-19—REFL PAV MRK TY 1 (W)(SYMBOL)(100 MIL): 1. Each 2. This item will be measured per each symbol in its final position according to the plans. U. Bid Item B-20—YIELD MRKR(W) 18" (TRIANGLE): 1. Linear Foot 2. This item will be measured per linear foot in its final position according to the plans. V. Bid Item B-21—REFL PAV MRK TY 1(W)(CROSS WALK) (100 MIL): 1. Linear Foot 2. This item will be measured per linear foot in its final position according to the plans. W. Bid Item B-22—RAIS PAV MRKR CL B(REFL)TY 11-C-R: 1. Each 2. This item will be measured per each pavement marker(TY II-C-R)in its final position according to the plans. X. Bid Item B-23—RUMBLE STRIPS: 1. Linear Foot 2. This item will be measured per linear foot of rumble strip in its final position according to the plans. Y. Bid Item B-24—TRAFFIC CONTROL ITEMS: 1. Lump Sum 2. This item will be per lump sum for TC items placed according to the plans. Z. Bid Item B-25—SURVEY MONUMENT: 1. Each 2. This item will be measured by per each survey monument in its final position. AA. Bid Item B-26—OZONE DAY: 1. Day 2. This item will be measured per each"day"authorized as an ozone day during construction. BB. Bid Item B-27—REMOVE CURB&GUTTER: 1. Linear Foot Measurement and Basis for Payment 01 29 01-4 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.4 PAGE 4 OF 7 11-25-2013 2. The linear foot will be measured by the existing curb&gutter in its original position. CC. Bid Item B-28—REMOVE VALLEY GUTTER: 1. Linear Foot 2. The linear foot will be measured by the existing valley gutter in its original position according to the plans. DD. Bid Item 8-29—REMOVE CONCRETE PAVEMENT: 1. Square Yard 2. The square yard will be measured by the existing concrete pavement in its original position according to the plans. EE. Bid Item B-30—FULL DEPTH PAVEMENT REPAIR: 1. Square Yard 2. The square yard will be measured by the final position of full depth pavement repair. 3. The saw-cut and removal of the existing pavement&base materials shall be subsidiary to this bid item. FF. Bid Item B-31—WOOD FENCE: 1. Linear Foot 2. The linear foot will be measured by the length of fence in its final position according to the plans. GG. Bid Item B-32—PARKING LOT RETAINING CURB: 1. Linear Foot 2. The linear foot will be measured by the length of curb in its final position according to the plans. HH. Bid Item B-33—TYPE A RETAINING CURB: 1. Linear Foot 2. The linear foot will be measured by the length of curb in its final position according to the plans. II. Bid Item B-34—SIDEWALK DRAIN: 1. Each 2. This item will be measured per each sidewalk drain installed in its final position according to the plans. JJ. Bid Item 8-35—CONTINGENCY FOR UNANTICIPATED STREET IMPROVEMENT CONFLICTS: 1. Lump Sum 2. This item will be measured per lump sum based on the earned value of the work completed. Measurement and Basis for Payment 0129 01-S SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.4 PAGE 5 OF 7 11-25-2013 KK. Bid Item C-1—RECONSTRUCT CURB INLET TOP AND GUTTER: 1. Each 2. This item will be measured per each reconstructed inlet in its existing position according to the plans. LL. Bid Item C-2—STORM WATER POLLUTION PREVENTION PLAN (SWPPP): a. IUMP sUM 2. This item will be measured per lump sum and shall include the NOl and BMPs. MM.Bid Item C-3—CONTINGENCY FOR UNANTICIPATED STORM WATER IMPROVEMENT CONFLICTS: 1. Lump Sum 2. This item will be measured per lump sum based on the earned value of the work completed. 3. NN. Bid Item D-1—ADJUST EXISTING WATER VALVE&BOX IN MILLED SECTION: 1. Each 2. This item will measured per each exist.water valve&box adjustment as shown on the plans. 00. Bid Item D-2—RELOCATE WATER METER 1. Each 2. This item will measured per each water meter relocated as shown on the plans. PP. Bid Item D-3—CONTINGENCY FOR UNANTICIPATED WATER IMPROVEMENT CONFLICTS: 1. Lump Sum 2. This item will be measured per lump sum based on the earned value of the work completed. QQ. Bid Item El—S'CONCRETE SIDEWALKS: 1. Square Foot 2. This item will be measured per square foot of sidewalk installed in its final position as shown on the plans. RR. Bid Item E-2—CURB RAMP AND LANDING: 1. Square foot 2. This item will be measured per square foot of ramp and landing installed in its final position. SS. Bid Item E3—REMOVE EXISTING SIDEWALK: Measurement and Basis for Payment 01 29 01-6 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.l City Project Number E13100 ATTACHMENT NO.4 PAGE 6 OF 7 11-25-2013 1. Square Yard 2. This item will be measured per square yard of sidewalk removed. TT. Bid Item E4—REMOVE EXISTING RAMP: 1. Square Yard 2. This item will be measured per square yard of ramp removed. UU. Bid Item E-5—CONTINGENCY FOR UNANTICIPATED ADA IMPROVEMENT CONFLICTS: 1. Lump Sum 2. This item will be measured per lump sum based on the earned value of the work completed. W. Bid Item F-1—RELOCATE SIGNS: 1. Lump Sum 2. This item will be measured per lump sum for the relocation of signs as shown on the plans. WW. Bid Item F-2—CONTINGENCY FOR UNANTICIPATED RTA IMPROVEMENT CONFLICTS: 1. Lump Sum 2. This item will be measured per lump sum based on the earned value of the work completed. 1.04 MEASUREMENT AND BASIS FOR PAYMENT FOR ALTERNATES AND ALLOWANCES 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION(NOT USED) END OF SECTION Measurement and Basis for Payment 0129 01-7 SANTA FE STREET—ELIZABETH ST.TO HANCOCK AVE.(BOND 2014) ADDENDUM NO.1 City Project Number E13100 ATTACHMENT NO.4 PAGE 7 OF 7 11-25-2013 coesta,wn vat 1 SHEET INDEX SHEET INDEX SHEET INDEX _1327-500 ND DESCRIPTION NO DESCRIPTION DESCRIPTION aS��t1 Al.1, 7C 1 TITLE SHEET M INEV 2A► -V CV•-2'1P-Af-MP- -'43'.-•66 N Cm or cORP1K omen PEDESTRIAN CURB RAMP STANDARDS(4 Of 4) p. ,, 2 SHEET MO 5- "-'lt"'-'►BV'M 955/.'16111.r-----�(-) -1 N STORM WATER STANDARD OETNLS(1 OF 3) __ 3 DRAWING LEGEND 54 "9Ai•"'•..-;J•61N 6P✓-SBP._'•) 9�(•et q STORM MATER STANDARD OETALS(2 Of 3) __._ �Amv`o i 4 GENERAL ROTES 6.TESTING SOCDUIE 62 •�••••••.............. )•�•") "'(""a h N 310RY WATER STANDARD DETAILS(3 OF 3) JrMMAI L _. - _- N N WATER STANOMO DETAILS(1 OF 4) _. /1/Ay S ESTwTED DuANnTr DATA TAKES y: anus..... u.r..v. ..c. a 4pan) • PROJECT LOCATION IMI _ 100 WATER STNDAIIO OVALS(2 Of 4) t t 7 I6AIERI.ILE MSE NAP ___... e.a.ar+ 101 RRT[R STNIDARO DETAILS(3 Of 4) 7i/1 y ---BPS-- --.-,.:W .) •• C.r -) - _._ A.�.. B WASTEWATER MSE MAP S .r....■.:4..Amann.._m ec_Ner+y.. (_./er al 102 WATER STANDARD DETALS(4 OFF 4) - ... 9 GAS AID OVERHEAD ELECTRIC BASE WI ....,.,...,,...,.,...Tree 103 CROSS SECTIONS STA 10+40 ro 12+00 Pita 10 MOTE UTILITY BASE YAP __. y, - �) •, V •r•) -- i MIT II STORM PATER BASE WP 5$ 5(01.10 0E Of C016TRIZTION NOTES 104 CROSS SECTIONS 5TA 12+50 TO 14+00 SII ID ALIO/6ENT AND CONTROL DATA 1 of 2 59 TRAFFIC CONTROL GENERAL NOTES-- los 'CROSS SECTIONS STA 11+5o To 15+73 a ill �t 13 ALIOI6EM AND CONTROL DATA 2 Of 2 60 NOM CONTROL RAN PHASES I-IV ELIZABETH ST.TO IOICOCK AVE. — 106 MOSS-SECTIONS- STA 17+00 TO 16+50 4 R SHEET LAYOUT--1 OF 2 - SI PHASE 1 PE111M[IER 9016 MAP 107 MOSS SECTIONS STA 19+00 TO 20+50 ? Ili 14 4 15 SHEET LAYOUT 2 Of 2 - 62 Teary CONTR L - PINK I(1 Of 2) 101 OOHS SECTIONS STA 21+00 TO 23+00 _ - I V I:r1d 16 D[MOLRgN 6 REMOVAL SUMBAART 63 TRAFFIC CONTROL- NINE I(2 Of 2) 109 CROSS SECTIONS STA 23+50 TO 25+00 - 17 DEMOLITION NO IRMOMII.PUN STA 10+00 TO 19+50 64 PHASE a PEIIIMERR SIGNS IMV 1t0 CROSS SECTIONS STA 25+50 TO 27+50 1 ti . f -" --- M DEMOLITION AND REMOVAL RAN STA 11+50 TO 31+50 •5 Tem=corium - POSSE I(1 Of 2) III CROSS SECTIONS STA 26+00 TO 29+50 E - Cc op� . 19 0351140 a PROPOSED TWP1CAL SECTION STA. 10+21.77 TO 26+50.00 66 TRAFFIC CONTROL - PII•C A(2 Of 2) -..__ 112 CROSS SECTIONS STA 30+00 TO 30+5581 U n k 20 DMTMG 6 PROPOSED THICK SECTION STA.26+50.00 TO 30+61.77 •7 PHASE■PERIMETER MONS MAP 1 21 P ASMENT MO DMMMGE PUNA PROFILE STA SECO TO 13+50 N PHASE W P( CTER BONS IMP )) _. 22.. PNS ENT NO DRMMGE PLAN AND PROFILE STA. 13+50 TO 17+7'5 $ 1 Il <U 8 N TORIC CONTROL - MASE■t 1/ I p ° 23 PIAILLE T AND DAMAGE PLAN AND MERE STA 17+75 TO21+75 70 MC�1KRAL NOTES ANO Reoust VENT'S BC(1)-07(I OF 12) 24 PALLIEST AND ORA9MOE PLAN AND PWOPIL STA 21+75 TO 2•+00 71 BTC PRORCT LMT STD SC(2)-07 (2 Cr 12) "'� o 25 WNW AND DONNE PINI MID PROM STA 16000 TO 29+00 72 BBC WORK ZONE SPEED MT STD SC(3)-07(3 OF 12) 26 PA7[MEM AND DRA9MOE RAN NO PROf6E STA 29+00 TO 30+61.61 73 SBC TEMPORARY SIGN NOTES STD BC(a)-07(4Or 12) $ j 27 PROPOSED =ADA - IMPROVEMENTS SANTA FE ST.AT CRAG ST. ---- U 2 26 PROPOSED - ADA - IMPROVEMENTS SANTA FE ST.AT COO ST.(2) -- 7a--- MC TYPICAL SON SUPPORT STD BC(s)-07(5 Cr 12) 29 PROPOSED - ADA - MMPRONEAtENTS SANTA FE ST.AT SIMON ST. n MX PORTABLE DIMMABLE MESSAGE SIGH(PON)510 BC(•OF 12) 30 OPOSED - ADA - 6MROVEMENTS SANTA FE ST.AT IWICOCK ME. 76 BIC WARNING LMr105 90 BC(7)-07(7 or 12) L 31 PROPOSED - AM - OPROVOENTS SANTA FE ST.AT/IAIICOCR AVE(2) 77 MTC OIMIRUZING DEVICES 5T0 11C(5)-07(6 Or 12) W ri a 9 ---` -- 75 SEC OMNNEUZ•O DEVICES STD BC(9)-07(9 OF 12) 32 SW3P PIAN PINS(I STA 10+00 TO STA 20+00 ___.._.-___ 33 SW3P PLAN RASE I S7A 20.00 TO STA 31+Oo ----A 79 SIC T:tY69EUZMIG DEVICES$0 BC(10)-07(10 OF 12) r UO 34 SWSP PLAN PRISE E STA 10+00 TO STA 20+00 SO 1 SIC PM/(IE1R WRONGS 570 BC(1I)-07(11 OF 12) W Z v X 35 SM3P PLAN NAME I STA 20+50 TO STA 31400 el - SAC PAVEMENT MMKMIG PATTERNS STD BC(12)-07(12 OF 12) _,-_ iCc< _, p 62 POZ-LOC SIGN SUPPORT ASSEMBLY**COLLATION to=O Z >i STORM WRIER POLLUTION PREVENTION PLAN NOTES(I OF ry 37 S10RY WATER ENVMiOMEUGL PERMITS ISSUES MD OOMLNfs(EPIC')(20f>) e3 IYNCA.STA MRD PAVEMfl1T WAAKNGS-PM(1x03 I`O C]O W W Q z 36 STORM WATER POLLUTION PREVENTION STD DETAILS TYPICAL,STANDARD PVNIEIEM IIARIOIIGS-PM(2)-10 S(3 Of 3) a m UI 39 S1RM91G Ft SIGNAGE PLAN STA 10+00 TO 20+00 55 TYPICAL STA DARD PAVEMENT IAAIRT 105-PM(3)-12 _____.. 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'Q IMtt\'d.YM\K l0"r LI\\Sao � III��-� ;�1 ' ILLUMINATION NOTES TEXAS tat..me.on, •'"`°\ "a'° ... 1 `9`'= ' T.1.b. If\i1\\i-.Jaa y. -1,..., g ;8 Deportment of Enger er;ng Serwces < c.,61.5'.OKlASCWatVOVV•O^.01EOIA.O ROTRS O'a MOM 0,11E O! - - CGMSU VWrS P wm,NO 1722-50U i 4s ---6 ILLUMINATION ASSEMBLY- TYPE SA 701-11 1.25k R1 .•i \." ,.//i • GROUND BOX -TXDOT PE A IN/APRON; jt X-XMN)R 4.103151•' PROPOSED 2' C. •/7T (TRENCH) 's 43,440., - 0 50 100 ® PROPOSED 2' ONDUIT (BORE) �!��.,-. t' 54 In ' « SERVICE TER ! •A X-XX ILL NATION ASSEMBLY IDENTIFICATION6005* (XX) CTRICAL RUM NUMBER i6 C HI•.'. DIRECTION Of TRAVEL iV YYM = : I ^ i.1 CU z �x E II.IIMON VRA¢ ,-,. A I i ~ F., VI LV g���ii711A//f LEMOVE EXISTING K H LUMINAIRE _�._EAJ Z o U r / u ti REMOVE EXISTING ES-1 Ln c iEll N / ti j 1 `�- _-_q OAR. < O W W R.O.N J .._—..—.____—__ .- - �.- ^-- Z �L - _J o a B-Ds SANTA FE STREET 1B 03 je 02 . A I-z E- pp « a �BD 2 A 01 3 r011 Ts (iA}- 3 / IB CIT , Z N • O Q 1 i 1 o g m P-, 2- WOUO _WE F-a N = Y N W Q'I/ i) wO t NOTES: I LL f- N W I I. THE LOCATION OF LNDERGROUND AND ABOVE GROUND <I--: O K UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ANO DETERMINE THE EXACT LOCATION OF UTILITIES PRIOR Z Z N TO CONSTRUCTION. <= 0 0 <wm LL N 2. ALL SPLICES SHALL BE MADE IN POLE RASES OR GR.. 0 BO%F5. !GROUND m O` 1 Z 3. GROO ALL METAL, CONDUITS, IE TAL ENCLO S, BO%E S, N W Q' y POLE BASES, AND LUMINAIRE MOUSING. a' v/ X. VERIFY LUMINAIRE FOUNDATION LOCAT - S ROTH DESIGN ENGINEER AND/OR CITY ENGINEER .- TO INSTALLATION. ADDENDUM NO.1 5. ILLUMINATION POLES NO. A-0 A-02. AND B-01 TO BE FIELD ADJUSTED ATTACHMENT NO.5 ��`� q`"- a TO CLEAR ANY POTENTIAL E TING GAS LINE CONFLICTS. ` G. EXISTING STREET LIGHTING TO BE REMOVED/HEN PROPOSED SHEET 3 OF 18 9 IIDLING IS MADE OPERATIONAL. CRY IADXCT • i '' CCwAaTANr`. MO.PCi NC 1327 500 LEGEND ,F4'..11.".7.4,,,, . !ELIMINATION ASSEMBLY - TYPE SA 307-6 I.25kW1 '1 GRC.BO BOX - T%DOT TYPE A NW/APRON) S faotT C...01.-.41.',,, � \ _ S... \AIli - PROPOSED 2- CONDUIT !TRE"I � J ccm PROPOSED 2' CONDUIT 1,..E1 9 9 SERVICE METER • Ni-pC X-XX ILLUMINATION - WIRY IDENTIFICATION CX% ELECTRICAL NUMBER C DIRECT OF TRAVELi Ilmm OQ S 7y Q N. 1 b:w REMOVE EXISTING h LUMINAIRE 3A REMOVE EXIST !!lttt LUMINAIRE , ,E EXISTING �; g L ERE REMOVE EXISTING �/ �& - AleI /. R.O.�. - r. LUMINAIRE IS r �T .- • • ..•. P'' ----- --<=I-- .. --- - �+ A of SANTA FE STREET A w a _ — jAo — ¢ _ ^ -._-+ ti A-p. f r REAgVE EzlST ING N Y 1 O O l Q. QJ CI W / �.) LIMINA TER; y N 0 43311 aA o to � a a 0 E 4 x z ADDENDUM NO.1 1. 1...i Z o j w ATTACHMENT NO.5 I-_ _ tioTFs: SHEET 4OF18 Worms n� Etg 1. THE LOCATION OF UNDERGROUND AND ABOVE GROUND I 0 W L UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY Q•- K AND DETERMINE THE EXACT LOCATION OF UTILITIES PRIOR I- Z0 cc, TO CONSTRUCTION. V1.=-m �W 2. ALL SPLICES SHALL BE MADE IN POLE BASES OR GROUND BO S. \ m v N 4 S. GROUND ALL METAL, CONDUITS, METAL ENCLOSURES, •• S, + 0 4E 0 Q { POE BASES, AND LUMINAIRE HOUSING. \ J L Ik W 4. VERIFY LIMINAIRE FOUNDATION LOCATIONS WIDESIGN 'i---' 'R ENGINEER AND/OR CITY ENGINEER PR20R T• NSTALLAi EON. f ' 5. 1Ll WINAT fOH POLES N0. A-01r A-0 AND 8-01 TO BE FIELD ADJUSTED . TO CLEAR ANY POTENTIAL EXISTI S LINE CONFLICTS. -, SWEET 4,1_,C' i 6. EXISTING STREET LIGHTING . BE REIW/VED WREN PROPOSED I} _ RElS.MO[mow'" LIGHTING IS MADE OPERATIONAL. , —u coy I *CI/_E1..L➢9-- -\ E 1 s I s1 " a 911 s"mm. . 1h maws Aa tt _i i ilk ffi, g>cv aaa4ra -Alt A " " m"!5146 51864N g anpn66 Ytttro ; 11181'9 IlmmR r Sm iO IlIiiIIIIIIIHODD " ®E _ A II1IIi1 ►I � Ii, C ;0,1: 1 i m -. g i l'aggag'jzig.,-ri g, 131111111/3 1 ! 8 O I n aassssssssal G H33333333337 pm D� ”efsE.ggStY i j I 215.!!!1W21 > $o I' Mottt66tttAt69tot6 v? Y r D i I: - ! oom000000 i T,� 11111 X1,11 1io 11111111111 ,-I --n o, n m n N C D v v m 0 m -I 3 cn m 3 z m IZ ce g 0 z 0 CM .sa.+u. da w . fcvtw w. oft s• 1SANTA FE S'= =LIZABETH ST. TO HANCOCK AVE -' `( j' (BOND ISSUE 2014) n Kimley*Horn j lii* 0_. CITY of CORPUS CHRISTI ;LT:2 f 11° 9- ;LT:2=T gar,sut..sw �{(h}.,M� � -- �\ I' AND LUMINAIRE SUMMARY TEXAS """', '•'"' non k, 3p:°_f SANTA FE STREET TC.0° .261,°9,,wo Deportment of Engmeermg Services_ to ,•�� I. N...•.ANX,A.•I:n'.C..iJCCGM. °ien[e er.MOM CLL..6 OM • • • IA IV CVIS *0.[03 M '322 500 Ir 05151 'p GENERAL NOTES FOR ALL ELECTRICAL ITORIc Its, I. Iry...ion of CII Ca.0.i0 junction m*., ora.0000*. coop•1•cfr icoI services • I. 030034.PVC•IOOw In PVC...If systemunless ornsrli.Yew.on MM plow.U.only i r 0looromotic ung mcd De Wirt to OCom a040te 01010 conditions. r a Ile*.ni0.*evil•.Mang.0*re*0r fiber pull tape for outline conductors 13..04. (>Il�k� bb the PVC camas.,system We.9Olv0nl[.0.l•1 NIIC elbows are• IfIc@1l,ball.far o 7. Provide and✓.seta not«101•. •tn.011 materials and 1.001 lotions cem01y*3in W DDIeaeons 0140*0portion if Doe .Imp 1.00 Is Oweli.0a 1e1sr rnb1 II��pi 3.0.0.3. Ip O b 4 .the opal lcIDle articles of r4.Matt, Electrical COM,KCI, TIO0T standards and e gin.1•not r*raundi*1I the ent lr•.K•l000 Is 0,00.0 In o n.n10Ue o1 V s C p.cl llcet tuna.0*00011 llecnr icpl twee.Association 11(y11, and✓•Ilett*O1 metaltO encased C b as I fel AcCora A.s l.*I or D Neil. *y Iscd0n11.T Loa IKil1. fie 000 PV *1*0. I snot roti eco of Iowa On•M.clod. area rtgi0 metal el.. MPC or Ds Caceln Stardom&association ICSAI, Int Testing Services.Inc.. 0 FY Approval• PVC•IpO.a✓•Mbelaio-v to velar Old Items. 0 e I C LIE OT.CVv10✓00 eo.i.l0*to It.More r*ea is made 10 snot 110*0p Mwlco*, I. Iron required.powlde Ni r•.nr.e !YR ��' IO*thole 6.E1 to a0NVnl.l COlwlfise.lon IICCI 1 *ea.VIM•.III not.co 390100 b. tI tn'Dt.621'Art 1 IIOe[l 000,1*.I.V. «7 i,vfallea 1*arid. El.', earwangle•ltyI to 1140 IIr0s0 devise.£00000pn1 •0109!s0Y tare DOM a NUN Did rIEC oom ens,*tir.er. substitute 04.4.E conduit•Miro Ate *0*o"e«Dor.r •01 40 or r scMyle0S DyV Z 3* lop.Faulty 170-r.j cn 0 .oar war....nsin l,- "r.nal..r1*1 nl. ✓ 00.0,3*Die oder It.611.Insure Dare),CPE ewe•itul•0 far• •W*0ule 40 and of fro .# i•1WIlflmt 0 0 0 r•jectiak R.IOta or ray tall •1 a material •qulpeent et no all*PVC call.I0 In M 010.6. Ensure tee•00eitW.MOPE •t4.r•qu;remente 01 IMI 627. ii .-e. O.ptt ramal cut to 71.•D•var0menr. 0.0.00 07.01 04.conduit.••Wel lad without rst✓r-IMM11 • . • *✓4 etas t4. rat 1010.of ^ t�,$ •!7 1.YI•.I.ovate Me. .It•a.0 F00•Ve.*.Mar rp nl pn rr roe MOPE conduit f0 PVC 1«,DIC•IDM.non rta..lrooI at •.e pit.*0.10.OVO,ir Of the the .gel yrRE000 *1.0.10 a1..n t4.Diad.Da not..lne abaft• :condi*Into gr..Dotes p 10.1.ileo plan•.City mlvenll..Pr.)de0 e4.balr din,;,-.'...,-.7..7..„..,;,-„--....... l00111.at0l IDC•I•• call.for et Oil tr.,.Dob.0.. IYy^F 1...I on, Provide OVC✓ec C 0.*00034.me rot I.I*t.0•qutp.ev M rO0ir00 Dy 000 1np1w«f0 c I fan.,etlona. (■ PF� t4.cOMrdet trod Itl•KCI .Itmet✓.own✓.00polo meth 11000 If OC 1. .`"'":""..14""nod ote 1D. Ute rep-role slrdea wrnIr..upp0*1�2 IPV or 1✓ cOMui 1. On 01ecMIc01••r .Dalef� 0_� 41'- )i toll.,.tor..1*roe a, t y w. Pr...dr Irene.EM.re all•yid rod n *0 UM. ✓0003.3 at[.Nolnl.e.t.l« 0 Woo. 00.12.0 duets***fader*strops •01lewd on L 'III Collera.within*e.ICu1 you. Ding I calibration 00 Certlf1*4 ion t0 64.Eng upon ne se•Ido rime conwIt. G !a¢i i g = 300..0.Dwrort l•.eourt.n*awing Ireoecrfen w r•prar.Dr.M Enpl net., 2 j gij 5. Install grooving 0•awn m Md pians ad in accpmr.e•IM f e NEC.Ensure 11 w Ilc •. CONSTRUCTION IETNODS Y ��i: 7{ 0000ccnOultsi metol polo*. luwirslr0•I and metol 00enolcuoures✓.Dade*to Me*gulf...pr. •ins con0c.t0.Prowl.strand.Dore COCO.pr p,*in•.l a*.pewlng CwYast✓s. Ground r I. Provide ad Install pp4.M j 1.101• If fl NlnD•on 011 srruc.yt-a0wnt 0 0,0*,t•at connectors, and boding juror•ore Dbf'Oltry to the various Dia Ilme• the «*C*1 ...I.Joint •fill.for 0a••mena of tr..conduit. In.101f:On, prowl. Opp oat..Iy we../en Itinr II nem m 011 sat ire runs 01 eelals t4.SO ft MC Oay,ul♦ `{ 6. NMn requirOo M•L Engineer. notify Ifo.*✓onto in rol.t.of ..fetd•toter e4. e.*rrolal*.mane o`Joint •W n 0109ef 01 cal rune intervals o*ISO ft.M Crj YOf«101 Prppbera Lift M/LI IMIrdrO far We on to.poled.MatAl lfi.Ylte lel•p• •t..N.DY*M project neer, MADIr*oust OChrOrf 0.01/ieOrtM Mvf r✓expo-Won listed en am tO on 1.Rye••0*0 lee under•MOaon t Illumination and II *IDaI Supplies.. 1. cess',*{,tint,► .-air or replace e.o0101On joint fittin0*flat M nor 01100 for I tY Dl b erMt(1W Iov 3111.clipped IV ROK rale m Mla Its*. mo f of no*01111 1 to 14.Depa'M*00. Pr.ra&tn.mefM0 Of 00 .I,ng e4. t pr F}g[[[[[[ .Wtnelen the Engineer seat req....Do not use Lis[✓LGK M 0 wt..iful y [ }t C0160UIT to f4. • I.ec• en Da10,1*flningf. ell •, MATERIALS 2. soot.all e•` 0*O0rt0 a*®IM.Inter..of 5 It. Ins.011 000,1*spacers Men / Ini I 'sOfl f O1.ahing me • . If to*.dace of concrete.truct✓es.S.•Cen0+'t Yor0,09 Options' . In 1. I. P1.I0.ods l0. .001. *10,13*., 0d 00aear0 o der 3.001.por•nen.OI YataniOl an LD121. tall • • It 510003*v11.1n 1 ft. of all 0nai0•V.0d conduit ln.instlon*. . /IZ- E O X C )`y SD•cllicot on IOK' 13000 Candu1t o4..tout 615'Cood.it'of.001•••Sfadaro So..'lmtien. (\\/1nit���L"{Jf C b L[ Fp Ca.Hru.ctlo.and 1b 110000.of MlyYtryF Srr.fs, 64.Irlop••,'lot..41,10.0,0000 1. .not fOl.cCnd.if l Oir•ct1Y f0 p0- .d mnor•fe.ms•00wf o•an°rn oas.lte II.t.Irnar 1000 611 en f4.rR ys, 5'rood.y I111.nIMtlan cod 11ec*rim*SoM.lo..' *0. calif In Me 00010 .00030004 D7 04.Inglreer. V C !IS Pr0*1M...It 01005 0000413**0 a4.Mecr3Otl.O code 03.Vettn On M DIV.•. 00 not 4. . on.,f.. .WNI*...04.«*100*Of o0du3rs far two*own.Provide I IWlOttdn*01•si01*metal 0uir .01n✓.lse swan on Ms ., lock or bore conduit plat.bMe0*n.10*1n0*000*•. r ILFIICI Ven flexible Conduit Is.11.Ip pal rani[.steel Hole wtollic con.. MC/ • ,00.0*.. *.Otto.4.1.Cor after .w or fociCperetlen gar.r Oe1or uk eavC.kr"�obq `O 1- illill Dol omit,,0110 yvinyl 101 let I9l eme..llic Conduit IUNce ten %010 pd It Is 0a tOa:or 000 1°itt0"ling 00,0.1*•it*01*cable per Item**0 prevent bending of*n.10,.•0010.. col omit for On delvlr0yl allow 14.t*rCl• 0 p 00 ns c Y t. ;22.! 2. P'0.ide 9.1,0,1100 art.IDK 1,4,....,0.00.0 COs.rr*, tiniest et*.erIIN stow an 04.Pions. S. even plcil.D conduit In t,_tub-grade of roadways. 0000,...oil.enol•*et.000001. i t•- p Procan it 0on0 ell me*al emd. toter lei o,less 01mer.iee noted on toe Ola. Iron placing Conan*In t e.us-Cas•of U Y� .roadways.0.03111 ell 9.10.0.i4.mean *0b111f.boee*0 per requlreme3.00 of yb I. lnl.*Wort'.0den a.14.pl.*,provide •00*3on boxes with a min..size M 0 1,.•IIII..icor 4tVY�E40000,'1.0Ion.0.3rd lock I.1 50(00Qres% 01 'FI Ie G the o11001ng rmle.onion applies to.M groat.,near of casco✓•entering ...is..0n0 00suif*t4.no.re flan*cow core.it•Der DO,60.en 0 dirur0 of - tar t2 ... all teen..0as.if Cl o<.rem 61 a. 011.is arose.. w4. 4.coc0 100 * a 0 If all *Of t4.larger slit.for.I • 1 el 0$ 6. Provide andate.ening tope oepavi..sly t0 not osoilo00•0 to W.tool*. sire iv0t10n poxes In✓004ance el.KC. V. Wc09•",:":.t.',.1..-: prn end.01 01 _. t1 td rote.*>f I..ediMel; . t;;;7',:7::'4»::::±..:7°°'"""7.1'.°:4°0.ett 103»0090ri•00 f mel: T•IV0arr 0071 n1.0*01l0 o Ordole ow,to.0e allow.. tightly f1•.e tape t0 f4.COM. •• in,. Clean Out 14. • W i 4De 3 CO•DUCT0IS S cow:ru I0R5 7 CONDUCTORS 0aduil td prove it clear*n OCOOrdance eIM Ifo 61.prior to Ins ling any mrd.etar0. • C I e or•1r.4• Ir•Ir*Y IP•II' 6' 1.Cnenre coeur♦00try Inca or 107 01 amj Ilsure la wbrpml by Ins 113*laWur♦•ecllng ADDENDUM NO.1 Y *0 1•*1'0*• IO•.le'r M IC'.Ar. Woe or wird 15000.Vito*rr.a4.e D..s.till•Includes Surface feant. . 1 witards,meter .Pala enclosures. Dur;li00 en0lo•res and 1 0t10.mew Oron0,00 , Ing.On tate UU O VI . e•t e••e• 1e•a u-a e• u•e I heli.dung Woe✓e not requlre0 ATTACHMENT NO.5 W O OS e'•e•■P 1••*1•.*• le• A� S. Fitt a eros of oil PVC cond./it•er+dwfias.I*n rennin.or.Il end fitting.Pro • too SHEET 6 OF i S W UZ fY a M IV s e'•t' r a it•e• 1 e'•V inst011 0 p0od:ne*...ming co 011 metol Oo duet terminations. Q N x . ID. Ins*011 oad1ng tomer free 0005 gr02ding Waning o we mortal gra•,..:.rtl�1• - W O Q I; ., Ua04101 ba..•IM on Intermit .0i,te of 1• .m cu. •n. ad 0uo*Orte*Dr or....nt 03020inp..[..tor.In..Oil Dadin9 jopea are t4.saw 0 entering raaeeCya oust nave Needed entrees�. ••iaentifl.for the intonate 030od1ng conductor.boding of cadulf u•00 e a casing ander roadways f0 0c**obis Is ng proms vg*row...Dy COn eetlen or too . 1910 meta.cmd.Its. Sear. tubed, If 14.duct..tempt we full length*re.. .f4.cooing- , n•4.• Ll.H 0 v7 e conduit a entries ]tet o ate aro l0•ot✓. In I0 10 -./M dun tion 11 oil - ' 0 • l• F conduit I.la are an M tome side. Im11Y.ort OI I junction Pose.aim It. At all elect ibol services, install 0 6 AVG.Iia copper grounding elecrrCM WMrttp. ... , p1��1 1 lu F Q tt m Internal.colo*03.tY.4 0 100" n.oes. _ __ .2. Plop ca.quila ant.r In,p-aW muse.fn00 t4.corbuit openings ars.sten]ih an4 6 In Z Q 5.*r.IM not 010.*ootvonl i.coal m 0 seg cut alumina outlet m0.I0 fro•*M bottom of r4.bo..S.the grtn.0 Dos 001011 on snort EDr.i. t O H @ aufer0On Dame*containing only 1• F Cr 12 AND conductors.Do ngt use Ole c.. 1 IUVmY.bares. Si.outlet according to the KC. 11. Seal errs of 011 conaui•1•Inn Oce.01. erpaldoble feel 00 o•4.....1..!0000 by • m the Engler.. S.1 c0.0.1*i.e01ate1y aftw c00plf1On of or Installot10 and melt ELECTR DE TA i LS m-- 6. De no*u. 101enWlate so sylit.*I1110 electrical 30,110 Ming iLmii tot*.Da Mr w•00•tat.a per•.avn0 cand.ir 0e010nt..Mt u.•Ilicao co..oa 0 CONDUITS NOTES a less eo.if0polly rpt e0 Dy t4.slap ere»K.114.DOT las call.lar. Provide nMnqul♦atplent. r7 NJ I•nctI0 Owe*sue If• W1vml1.steel 510.00 II..Oro 0000,•0 for 00011 .nl.s O*Mrei t.On 04.o 101. Si.all pp0Olva...0t.l junction boors II. File*omen.04.cut Inde of 011 mounting strut 0d eon... .*ore Installing, point the 1.10 g In o*cord(tOe.r4. MSC.Prot..hmc*I0n boxes far INC coo eult systems Mot wee* cut eros of 011 w0orine Or.one SC litre..or ron,p01*t dl•i4.sing rICn mint 1p0I or EO U 1 e 1, l.0 Me*or.•qui♦ t for loo..baxee uta eltn DYC fYs*... coos ciliated VMS Item l4!'6olvoni21ng..DoVeto/1Cd Win*i,nen-gaol tvmlc.e*rR1011withvoniSed f�eicchl _ i T. ProvIM 0NC tem Dates In1eM•O 10 out...use Oen*VC conduit rytfemv. un••ss oolM M o.oltermtiv for later lois requir00 to De eolvan.[.. 10-I• "�•0 _.1 �a*.w azar ami ••' orntnr:....en f4.cola,.. w••• RS, .. e.n I__ 2 3 StILF 45_:.r I p 3y ., _.. ._._ R(Cp10 IIR�IMNfI*u -ay Lm PROIEC/* ll]IOL C CCNSWANYS Pootler 90. 1321-5703 a. .!i.._..._._mumu:S.. amort c.w.Nm ELECTRICAL Ce 1 TORS }.105151/. A. MATERIAL IIBt, OR I.Prorl.Type PPM inapt. •0Cndctts In=coraa,c0.itn D.porteon•Ol Mot.lot 12.Peoria.0y Install a••poor•array°•OulpNtt POWtng corMRtor �* /t'Eii dI; Spool r icatlan 0:MS111040 • • tor.•ea.Item 620'[IDtrlool CaneCtors.'Provide MGC/ In oil codul is teen cantoln c,roull.If inpuof SO molt•or tor.. cpa,dctort~iNIM /[I/S caMCtos G 11Np On the •Ktol PIO...List WLI On the DeePtment no Site 4,1•..Mom•IMRMr•. •i2.res[GC to be the Il..0e NM huge. new[malt OOMlllw Ir1N ; a�0,•eir� 'c•clOq i! Wer ROOMaY III,lIMtlan f lOotfical boll1 e.'Ilam 420. Color COM InW tat. warm.Gory,I11y�p epndctar contained In M conduit. Enure all IGC• top.. Top to TWe.. / tape .Ya.connector [a Mite In�In 0OM4.10010•.IM t I•C. Identity gr0u 0 v itttr iiconductorsinu•IM m010.0 ttgnMwr at every ntained In IOCarlon.ter motile I•ICC. t .nut• =rumour. In pl. IMMIfy Pam l d L. Ideotor• Igrouc.irml•lin pr Inw I0tIM ol IMhllatlor0s,pari.0 Unto.,sing I ARG[OC. the[GL is pals .e6ndlng• 1 C il L Il or bars co..More. Ideally up-• hat)conductor..15..any pian IMIImfen Unger Itel 620. / or 101/• / i tFr ..pout Paton. Init•. er Pay 4•.70 co canal.telt ttrlpnut ten.Irina .. O 4T •rme hent lty ostO c•Ke a Correct[I I.RDI aa.e�Inl l.,p1�aa'M IrNAn C. TEMPORARY WIRING �� i I talar Sat••..OICredIdentIfs electrical poet ?.,. V.and iO QV by pan it 00010 I •. r f f' = ! 14.1 Or caie•d tap.1wn Isuledi,inp.. •.IM tope. top kat fent.[[t •TT.00rory luttda'Iafltou•Cul ,? 00t it t«4.,00 OWits. 1� , '•,�' ' � eO•r i in.of ten n- ctor's InwlmlOt.ltn • •lap p1 tope, ar •� lig• ' 2.PrO.ide 0.0110.apps i At Pounding•IKtrMM • • • to Duct ten•I.ctrIcol 2.Provide a Pound fault clrCult Intrrrtt. IG.CI? for Omer outl•ro f4. II':' /,1 ',,,I 1.increase %w� qqq 'welt ew,ml4.lt to rhe 001 Incased P.P,dino•1 o0•or ren proal rod of Darton••I.otriul ep.ipunt,Gaper tools, 1G J,i M.• COImoep0 DI• incrlotlon %� . I ten morula lacallan. ,..„...v...fru lig' •IM d6 11010.C t tMmaim i0np on I1 de1nP r.ors lob W Dlup NM. rpea..le, a circuit Or•aur , Mt melt TA' }} d•` •▪IpMOM caldCfor to Me conc.-eta•rca.p tasylng el00 000 )n ren mw.iw tape W &“ 1 Diana 1.us. i .eI. •Ir•ruts•IM/.torr ant"Sod Nolan.for*atiwar, r'n0 Tap to..term t Pt� pal 110•apprew0. • pa.•.b o 1_ -C 1i 1. RIw•too P more circuits o•erepnt In conduit pr•net..re. • 17''.'.'In. 1 4.V Yt w1�Or /� 43 lama,ly ten Ca,d?tot at each Punch CI Dr i..Intl Dov to11 .0 f•[ IW 00.on.a sail..•Iain O listed Incl • P• •oos.er pwriw 1/.• ./t' jpLl• • ► au,d both Irwl.dap<ters t tell OOC•N iel• Ocotla4 Previa.tabs• r4..WIC. •Ilor.M.10 ft.Mont Poen il.ilr •Man!n. eryltg Ise tripe.torp tee,enougro IMplcro circuit circuit 1•n•rl or other w 0-sos llY furan am tot•NrutM•.Mwr.Instal II t••pl Orr oa,Ottar. Y IMn1111cat1an*4 teen In M•ala..MIrN Circul♦IOVn11,c01ian M trw tap in a:s wblwt to e,tot•MOIf.I.orat•Oil.carer tion•Wipusr.,a,aNl2 •- �• 11th o p...en+marker. ten s area. cl PON:•to Pou,d le m ION 10 ft Vw, .act.m try �$ 'M 4.erlp laws.Daunt.wound•e•senper.,r• tr..1,DPor pas.cordpa a•In SPL ICE OPT ION 1 .R G • 1, ung,,n•A eabr• t.prewar.ca.letprs, terminal 1«I.., or oonforn-o..Itn feu KC. COIIpfeBSion Type I al wlit t.t a.to tar•far wlic lnp o••Or.t.in oats Iia u••rue mit ■{{YYtR areal.tap to roll ten 0w and seal ten ends of Met shrink tutu. Pfavta. 5. Otte and.nen r1Ce•saa-•pair anY•.1. new Ilptric0l conduits.I,covot, 5 1-� U_ 594 1a' IoIo alit..ay IISO rineCt. . 1 Contra. . I Clfi 0 .01etaterlols, immolating .. : • Mit construction neCiM ox.N In o m y mover opt In con.ermac..1M r r 101{, to.01. Oi Id to fk. wliG Gwr•, MO IVN Mlaer•o• ten C. (Y al E •sobsidlory to vorlal old item.. A 116 B. CONSTRUCTION METIC0S GeOuND '•r In GROUNDING ELE NODES 66 Sb • 11N only a flat. gsn1 strode.tt5*tn pal feet.rut.'pull rql tar Datura A. MATERIAL I TIDN W U F. • b conductor.tira.pl.1a.o[OOult.6st•w Oft..1 tel llro condctae In conduit, 1 Cool D.twen ^wIM o C p.r fore.wMFtor pull Nm. I1 ca,OCtor at truly pal lea.ed.Om I.Provide orn0 Install P �q etroa.of•1«tri001 services.Proo?M a,d.ltta••its ""cd-7,-," .O. It TW I S/1 c Oto OlferNipl or repair.at M ppiflPyl Oda4 to ten•stw MM,PVIam OVne.rpm 0000 ung /15011 Gg aq ten O•M.. LO'oK O. ° o MO•r rye mem a0u.ir• p' a In qts•pec lCo I0. ons, sat try Indivlduol it00. Tap.t0 O0Ye1N (/J��j�'�( p, E InWlOtlan r.•INOw in...OM.•IM IDN 570. Coordinate with IM t•rpM h..pay.-- _t rang Wilt 001, TZ;_1Q. C6i Lrolr 10•In .• Nste, plats.neem..C• - e - utr Ica'q purpw Y NGllt fanInear tsf.M \f.�CC p X 2. Lear.7 f1,llnInt. !n, IM 1•natn.or IoM ca,dGtpr O 1a..0111 in .-..,c i• IhC1Wlro I Ina DY / 12 �'to Yt ��r 1 V e around oon o Loo.+5 It.site no 1 n.nLe. lf•,O a." i•S f in qts B. CONSTRUCTI• METHODS •9' r ? Ny1 •n- C'-y pal.•NOM.wisp o •IM NIIG. Lea.1 ft. ,0 Dawes. 05., 1.5 f1. •1mn ill C .6j rgth of combats N enclosures. ..oMOrAOOe 4.y 001•pang I.Vomit IItPY P�rpm Io I'd', •a01ptIM and Inet 11 In soil. '��F ; ,_.II P •Y[ .04..... a•1.1v Clcal an, or poen. 04.11.0 foe In ren P S. top p'WN aro.,too Ian y E els I.dud....lice•only in tultian bops.PaW W.••. IIn angle ten aavneOtlM of M C. n _ fSi] •sec le•vN ore ue•M r II•t•O aOpr•s•IM er era.weer✓• t>s. ••I ly pC•.•ID1e for IMucttM ar repair.. • Pound pa Mi011p I 1' :.'F ~ 0 term,D1oGka .011}bole Oa•wc.ors. Inwl oh.pilus•1a.homy• 1 r.•I. enure tar ren upper ea.It pMan 7• Irl a.IM rinl,rwa POM. (:p 41 Nat ea.its halms ar Nn-full.Insulating wile•cowl.r4....los Wrap moll♦Dolt �1-1 J 117.73::,,,,,:.7..r.::.,.. ir WI�Ip .� FeltnMrins tubing 0 Doo not plow POW ran.Ir ren sdtr arilt•e MI•e• tlep•r Ols. OrwC.P M ��// et.pj tit•IM Y P- minim.of Nlice,Orerloo Oats of insulation splice, Ilnu trod newt Cult O!1•Iw V . c .o minior I Iti pent entl.Inde or den.Olt..Mere MOs•.001 3 0 10I0q1 - cnalcn not r4..Yalu sufficiently to provide, ,0.0.t ortar the Indi 040to C. IMtei i prom.rode w•M Ito,net Ort nob. 1•et and of fate to Pdors I da,•.Iw tots. cOndlatar..Poor t0 Mating a.1 tubing. trnarwN ten OIO>ter 09 ten f005'ta the rod. MN N'INr.IrP1 �.i'Mtn. I i .Yi M1� Tap to mama INian Ming Mt MY OS,•mw top to preside a tlerti sn 1 Wed. Vb.p 0000. Owerl. cue,kw toe.end of ten individual oandr tar.ono/M 11Ct Vat.rumina.Ensue M1 tap•stays 0.Rabe.all - wire c.tl�gt such o•convlt•NI atter ser. rod 000.7 q Mot 1a.newt Sly Int',PIN.UM net a t dewire two to file ten OW abat M Club f.Our I y'•a i.. i j Item• a.1 en.4.1 no.010G. ...nu War atr1M Mira tent Do rWlear•t0 Mum 1 pun 011r1O. s over..., is {der.defective W rust p rwla0.0. S. Rap.011 OO eCtore.Vert and steals.o.ps•Ibl•for oun tlan t , 4. SI.aq Install tel-milt MINIUM,..91 ice CW Oecaralr,p to 11s01ning PofKt�ice•rppM�e C>nA Cord r•WIr•a Male a mint SPLICE OPTION 2 a manufacturer'.apsolrl*NIOy Men ulna In place a 6ryon shrine tubi rplw Dana a unless otherwise;colt.for In try Plat, Pot•cr welding.I.trode SOH Bolt Type Y 7.Wire rut••IM or.In atilt.O[Katt•Doan mOc p$pen rP ose P cononeIP•.IM nM-ow/al I to can.;t.Men prot.etin arousa10p 1lttr oat a (/1 V▪011er 00.0.cIars In wit. t.In on nolo 4.oponi Oct not In• •to or condeterO•IM total oareute. aorta one.Instal I pro.YWing t ...Irp 00W Ore•. Irate..Ira nne In an no Ipn•O.ItIM to Or tern• aro pre0erlt m0.bending 11100'M•pen Ina Of ten nntI conduit. W Z N 0 1[ wIatIM of Iter. yt i. Steuart wndutar•In Il ludnotiM pip•IM 0 2-Ma. tn.top Ot tn.Pole. 9. Wr>•tm drayelrat ten i"7,,..,,,77,,,,r,......:,,,,,;.:=9::,O POW r.,O QI6 Melaonrot Mac•,fa roarm. V1= W Z t.won eeneinotinp oagCtOrs.nee.*ten Ineulm7M•a lo000tlng motor nal.Ithout � b nicking ten individml Krays 0,the 0OWCtar. • • tors.Inn nicked 400101 101 LAI COnd<tor N.Cede or ratv0.strand..111 De -•• der.e....d. SMD-IOC., _ • I ~ p See td wlp, ``` W!d•0 clap _ C'Prdfblw 1"t-N F V. R.I..Conductor.Ma cables that WO• •.•Iran.rAwor.. tent 10 1 an Poi owl Cove - g2 1t O.po,tot pat et PS.... 10 4..- f' hS.` insulation rplatanu Nat at no orplti••.•.N ren depart•mnt, _. - f"Ln C3 ed 0. Do not rePoIr pumped conductors.IM -t top. electrical tat, or•i.•nuts. ••• Ltet.1.1111.T �. 4= O Up only approved mol Icing p•r1oM. fSetoe Scr•.vLoo,. �`"` �� inwl lnp w11G "� 1"r O] 1-- ,0, Da not to...ate more MM , to leer o•,hale ca.wata.1,1.00 try foe """Ing I ` r oar. ELEC CAL DETAILS mom�- ...<,.a 1.rat.f moo ce mucro•.Do rot*scud ten or.are connuta'• onnect tan _ I., I letlro for D.Iww marwD:r .in 4.I corw.ctar•mlamp. C TORS 'IE e ILS �� P4 11, it l Orr.Peauy- t oa on COr nkay•boor-al0 10.Um.67I too 20 staert:- ADDENDUM NO.1 ED1311 i winetr.crlw.sewn 1.tinnp condCtus to...Poway aea,a:tare.P.Opr1 • o+• ^- .- erreaamG come.• proper tenolnatiarl or•ar!Coal to ea..0e.operation Of _� \ ATTACHMENT NO.5 tp.14101 -T/N�r- Iver W.Twi are0 1. amyl. Tr lit tterproor(ng mots M areo.P•OY cam.ctore b fit enu0.2 !� SHEET 7 OF 18 •`'r Wow OM `• -. around ten.. • to r4..Pram..D1Kprtf cdawcrion only ane canepctor mor errrer SPLICE OPTION 3 �/��JJJ ✓y 05.bale Iry In o but.taut,*waterproof otic•Itred the bre away./01 ---- sty v4. .In w. E Snag. paw a ou•n10np factory..plea u•0 ar.dgllrleC areO.d•oY cer.l.atar. L i ete0 Scree Type S/(LI 46 at +'1_ j( •ro M.M Wt. 7 Az IWL'pl[1 DOM.RD. RRR 9 g CITY RDXC./11JI - coatowrs Noma e0¶321-000 1•+* t • 3forc l ng Na f Groom IV GROUND BOXES Min/arcing pb I''''''I a, NOTERI•LS .. "5' .MI - 1.0 NI/S II — L i Clogs r 1 Cale•Condign ODnf�M•Rand boxes bOwlnp 1[v 2.In, Mat..or 11•• In !6 4 ,D•1fYPl [oncrH•.Dry •.. � pryfull I. Poccaroanw.I.r,0000tt Noon Ilet•r 111 S006ITlcef,. 10081 11070 vPM Boxes'ab .` hey%rtdr— M of Co, It.621 Grata boxes.• 1 C [S 1M•,n aDc9 10.1 OAWIa[ PI In env Wats, ..0. •f•t y L 1 A ;><( lA 11111 a .� ! x. P Cala.irb . 0. c. o �f1.M�/M Ite DrM Rooe•ofCC -f , `.� M at l .; ,41ti.4^Flfylw.4 I• - - _L, f. Ensure oras Do.corer 15.prr•ce1 'm.lwfin oewoanc•o.on Ilona. 't ��� "• I I In.•..aa,C0•in Ifsn 674 and show In fav OIv4. 3 •.�^ f Dov ".---Cor,Nit A. PrOvib lo-00,Garb boars 1 I It or ^ Zol ill ('-'2' _L2•_ ' .N ell 6. COOMONICTIgN 4ET11005 aggregate ^• ill _ ono11 Yav1 ab •t Ir.,conduit.CW 011 conv,I'• for piaci.)OO Deal•2 to //11�I� 2'^R r 'tiling02 .uut .Pro lar OOrac•5 coca.approver.*0 bots"woo, o 110.1 6'ocr o2 at �y 3 for Surface Traolw»s.•Ensure ag. roc aa�� f 1 t t ince*•• prior to retiro M erarb Dov. toll groub S � PLAN VIEW SECTION A - A ovprev•. E Jd ! ► 2. Cast . ..v ant 1n vim.. Reinforcing emu war a flew done. Inpr.too neo.. E-ip P`.1.! , APRON FOR GROUND BOX of Cana. for eN apron..tends frau Ilnish.orae•M Me top of ha aggregate Pe .— :R ^ unite, Mt. nand 600 eery. Including concrete and reinforcing.001, er Y ill S pope pry to prep doves Man col leg for Df bipalo.opal. -- 0 • Ill{Y1110rw1Y apace end•of cyaltta.IMIn NIe pelted Oa.•Poii tion•M•01 0- tax w 3, •boll MIe•in Mr eOv cl•M DI Or, belt carers and Mien not so-sing'�n arcane 1 •jl that grana 7boa10•of 1•pro not inedr fore.IMM Instal lor{m of orwl0;ng• •e ..a.. I Ii - t Iii or cell am 11 at1M.. .sten l 100001)all cOnalit•and ell.to a Cor ow w11pr,1 i.e tanner.1y,llorw Y•porn ' w con 121...,..in surf ICI.*N.....yen coatite to elle.for proper Instal lNiOn ul D Installs W ora/Wit* nti.nee and D•11 W fIMInP ey nner.osily on Ineblla6 ��II Ila Piece or vOlot•.now M boa, M7 In the DO.. •pOrepOfr M�wle roe a,crooa,y fee 5. TamaraI ly seal all cancult•In r0•vara•boa.6711 canwet>a ore In•rallea 0 . Interior IW.a1 7.w DO•. 4 6. Pewont ly.sal...Ott y ala Ow weer ter ocanal,y of Oaf sor.installation 1I1 Install 0 oran.lalro Duerr;ro or M.poor erne of all.elC IerwiI 00 n a prarm Dd+. a4 Oc11 ether. Permanently seal M anal or all.anal.to.ate act Sea lir 1.01...0 -_-�— e`� Mand IMC eldoeh era.any Dort o1 M•1000 a 1•••than II In la.to 00.100 ofMt 0 lay ata1Ra ova 1 nal W a<f.tp w a ver•afwr'd .y a Q F arty,.1 d01. Install a s.o ewniro a PI I e a fitting y end 1p yr me o 011 PVC e•0•.o c �.•7e.1i Mtlro In D YaVna dad, Do 211 I grounding cya,c7pr• 0 W noon o pr•1rb rat it pr•s•M In 0 orarb boa. Dob D esu Pan.v V F- 0 Ili *wetter one to M grand roe.I M I i ote0 connector•. _ y I. When a t*ypt Sar D Psora 00.II•ookw to wet o. re.1r WWI 1, It5 a11D.t*1t S i to aft aepreprl0..1Y 15.0 1e Or conduit entry in trio•lo- 11 at least t Inches O £^ vela.vas.. •' F -7 lit .I.tln0 vane DP In the contrera nos 0 metal core. DOM M cc000 t0 the . Itti 6. I •I}n o 1 ft. lap strand.ba*4100 l e't 1+ _ GROUND BOX DIMENSIONS 0.on hainO a .aceto;» fro 1. 1e eub•lalvr to it.dig Ito.. F- o pravo ro carndlc ba M.pions..,M rola tE OUTSIDE DD NSIONS 'INCHES) felly •INIro nano r.re•Im meral Covers pr••h`••^ fel Ir• Ibinp M oar.oases `- a ITA Intern R Lalfprn X 17•Gtn) ID. If aeon Or. -boa..m weal bvlrs ore.lenir abe oject 110;7.bat Ore t vox Of tat caM'ac.M[ng+neer may a1r000 M c0ntroctor to bona M meta a s 6 12%23 E 22I1b1•.Ifylro M • ilio Corea in.rifle¢ tnis eek till 60 Ogle for eeppr0t.l0• 12%23% II. .arm weal nand Do.- ere to M grounding 0000.0.e.IM v teal praW arP log. W C 14%29% II 4 (f O 14%r%82 ADDENDUM NO.1 y E 12%23% 17 O 1 ATTACHMENT NO.5 W o SHEET SOFI8 ce<`" o i In= w z • °a'•air: 3-In 0 p Mole for n/t• L In GROUND BOX COVER DIMEN • 5 :elf sIM ^�'__^� ' N for n.oa ilir 1 'Ia"' __ MTbR�ra'4'9'11 1 e'w+ rg-v2 O DIMENSIONS CNESI P 1 3 iYl Q=O O I-- TYPE q ( , [ L 4 N P — _ l ELECTRI14C1ALp� TAILS w m m •• 6 4[ 23 V. 23 13 V. K 9 till 3% I >K 7_ re cove. 11.. 1 GROUND P/ S N l7 t7 V. 13 n/ 6% 1 % 7 and'mooing c►D to%. 3o V. o ;a SIO[ see PLAN VIEW END 4: EDl41.14 t .•111 �ai alraw bma-Pia aeon a • I GROUNDoa BOX COVER , I .n— 8 9CE1.47 d112 • CONSLArwr'S KOOK/NO 117/-'1110 �6tw :i Smit SC.. ELECTRICAL SERVICES • S 1 toirol . 1 1.orale•.y.midi .0 tows i o•I Cion ere materials c ))elm m.omlicml• SERV ICE ASSEMBLY ENCLOSURE MAIN DISCONNECT L BRANCH Cl •IT SPEAKERS s.'.4t•1a�i $ dwl•Ims of Me prtorol..In .1 Cope IU It p, iorgl 111 trawl YUUratVp. 1 rl.m too or•rolmw• 1.01.1•dill II0-.-.pFltee r rr••Ord M1mO.•II ne•eet.to rf Association IIOOI .anon 0.Ens, weer IOU Is UMYerHd•laboratories p1 IIsm.. :.Proxim v... ,,M Ip ill caro.+.enfrlee Ino dw•.wale la Im•apl•In •M On•m0•1101•msl tIrs. lswlw Of ISO 000 0,0*0 of wvlce Its,cma.Cld•, o Mr Electrical con..Service x.Ty.wlranir1 ate. ICS:•cloNx•.my b w••for IYp C ppyl000005 (�/1010 6• Firm prone ep piano 10 c rw doper•e•naso !n•[I•etrleol ferrlce Ioo• t e m pal a ece,ted m 2.Owi Me utl Illy macron Ovlm•a Srom/perr Nang so Or, of or Instal Otol in fly palm•.ip.trr rto l Cal. . pop•mop.O11e+n•woof.eo rleent, py I lap I oro i 0,0 Mot Oo ro verfy rot Mr Ilan fall current 1•e•nom Ireult 8E en guara to s 0•juat If lost Potwar,trade for mol e1. Moroon ten mo Pe•woof. def Ise Onotaee6 d 0 II.Ing afire PrOrlm OS MClew••in acpapc•. deOYer'•we.*Inst Hing c ♦ bra guarantees 0• petawdl KOO•dmil a. • IN three o err mote. de Ilwo. 1lwx. IlOei.m0 I:w•. Pcom :rot ion fro" • tree veli I.motiron too thIng e[*all . /aa e x.MMlm•I•ch loll Ices In°maroon.elm It. col Details atpgpY Moet•, ).horlm al uwlrsAw IK.ono s.olnl•••steel *r.:4:711:3'...!: I IOMIae Ip IC! • C, • �Oe iE. D•ppfwMtal Yater nal Spa l l lcatlpn 01131 11010•Cl. •l Sortie., oft:a1 am D 1n "dost•e'I ars.Iota. 11x1, 1 aT, ee3.e:y 1 -Da PNOTOELECTRI • TROL •f leetrl dal Ser,IGe-Ty0 A,•COS lax•Ilmtr 1.1 Sort T C L M 11w5 not plot stalnl•••steel. p1.'• -4=;;::: 100Miwl Srviwe-TYpe 0.• OIIf I*Old I..Sat'1 00001`--loos 1,•uta 11065 las, ,.eror;oe. ..•. II os list••a tel.Wee.eelwt.d 401.14 tee e E •[1a1riwl Spvices•P•pe0001 1.11'.m0 Ila•{H LI••Mlm Iee•o aI Me rim oe.stal rice 1061 enc s•In ace coarse.Ith[DISI ono potael troy d d I•rit night flea light to ens,.Paw _ Standard Spec,tootle..MWlat•I•Ctrlwl Ice tows A.C. •0. its.. 'DMS 110110 any 110[3.Do not dories.pews..services. If GS I•Mo. comet Yount lretom11 faltq.wth el.@w.f..Mo.100 •_ ley terer lel PreMOere List OPLI on Fre Departing.web sir •0000.a In MPS elescriaetw calf,pond of L erc.Owe. of protocol is m YOld m Top Yauyee Flotoa0ll Atoll. t;-F to e,IOW/rico.Sup:Its..It.626,Prov m omen tore- laps as p ^ 411 pial lee on Me ploy. t gx 6 LPrevlm oil.ern.mterl 1•. wriweg ant py lroldentai 0010.a h n•r0 0 R • o!•.1e1s•Ieetrlui service m•wolf,••in ley crime. s7-'x •, a,Cw0inwe.Ito. logInw der DlW wilily ereelw ver eerdl..p ono 'dplipY• a{ 22d tM.1r.Ifrr.w�r00-i.Prlrp, Inee.0ehlens cp.yeflp.enarpp••..fyter «ELECTRICAL SER CE DATA i..e 0i Pi 2 =roes.oh•Myr 0 0•:14,14,111g!1:1"..;,'oe dt- t`--•..."7.:=;- .... Ot•r.e.h laaatton • Branch Iraq. 6 p•pet.Id In 01prior0 • Oval Sd fly Cwt•pew lOtea yviu S.rrlu ••tY Win Top-Pole on.lalr 0000100 gYA tIM rr.•ee endo• b M.peplr.q Me utility caeppl...O m My.are... owl• CI PIOn _ 'yy wIM Me dal Ilh porl0er M anter•M cost•ono realraante, W Copatrofe fly Sort'. LW. IlKdidal ler.la Oadlaian C Poldeae [rpmf a .are w apdo.ee. --- IMM lag "" - _ 1 r ' e >.m.•.VS6 f r oli .1•d al*I protide Weer Lar sta•r with pea:rvprd• Y DI7 (LC INV Tr L!40/000 IOOISSI AL 1LIsiIWIll _-- . .. o _ 4 m Wavle*Yww Loan ell.I t.IM dose to.0lre OO'off M.Me. '---_ I. �� +�^' Type P/! ;1 lawea.Wst •x1[S he))•pM loan•°.•=dow1Y ar Z..blew - AliE� - IP/b LI 3.3 6 V.1•ee oMyre:ee Duca. m ro♦•-vgi»•lair Ica •rvlu•alleMt m1r11 -_ -- In r Imes de install. IM baa .C 'sir 0 axORW 060MSISSit.nto) � ...1•. MIxO 6 L LiclOv elm...row••erects Myr oe-mtrgir.011 v...In.1w me - 1 _ , i ![ ercloeve m not nut o gees From Mia Prw.cr Incoming 1100 rp.lnwlm.frog __ r r� I►f30 ..s Z In In�la0t01 canlmf G 01 100.•Of..y lea. ... .. in VS fiesta I 'P/ -_ 4 _•0� P P.Men Iv.1101 1••peiflea forruts. lova•, On er elseellwas rowpe. xl,►Win ,C[PY Tr T*Tor 0001161-MO _ _--- - ro x apoo v6g r7.. i U L• y •telnit:•feel eoY G.,e.a. ¢ N ` •[.sale only.not Id construction. t1 iw.wrier•ant love /�yr��le•�� p. ?E ►,Mwim.Irina Orq 414[10 ic01 Canao/ynls rat.for 1S•C.Proriw r•o.plmn. . el•Ch*COI ripe Oa.Mort specific t0 • wrlee oe shell In the Deans. 5 al)•parY Iii)CC O.X W i dna.ne mlree ew wrlG eht.vrw mr.actere er elniwa•Ire s wicm \S�)0 64 lir•mlge IeeGI. Ia.MIIy 4110{ANO eor.YFtd•mY corrhln.o.n mid IaeH. a Yerify write CdI0Jit alae.Ian utll ley iee troop•ew to w;I..,Iatd t•eawmll ,-Cpwait tlrq L p•ntlh•Ieerrlal aplYFtd••ISeO 4 Alb Dna Idw pr w^rinwyl mlp i.want t. Ensure Cptl.if site met IbSlonO triwi Cow. and My/moll anouttrU+tafr.R. V(^p feeeef p 1Y w.dee rape.toe w Ieeet{Inch•or 4 d••libellee rear Alnapf. 1-.;. _ E : IM hill loos at calmer/tier..ren Iantllylnp SO 001d•.[ U••e:Y•wrifCy. d 4401. wit" ant,.through 0••OgrOt•.Y tu•r1eC nos.-ee10111e coma.in 1 [ A. weeMyrha0. M 1erq 1M1a"'."*.=,'1,71:7"1°:-71„-.:1'.7.-',. f fry Op•Y<fpa .Im 1h eloflerMae p1 to Grat eloper • $i: x inpre donut 111 PnM•••m.Uwtfy 1,m.•a reg„.tl.lty, EXPLANATI• 0► ELECTRICAL SERVI - DESCRIPTIVE CODE ml.erlireL f E •All•1 trlcol e.moduli and 0000,afde cord a to*no•I•Ctrlcm seraia• ELEC s- V TT V 0201000 XXX lOXI X IX) XX IX) east bran. e I �_ E IrclW ifq Mr ripe d Me clow GIw graona d•ML•I0i0 ro«r sleetice. T .allow miller •� Mount Pnotamtil W �-• teniae., Intl/AIN eel UIN serve wlllry •.4 1 rice Cm1 O 111 Cu.ot*r,s erre .. c loos Y T bOr 4100 cove.acre east 0� eto 4.bo of a U t`- FE Mr elder ir.clw los wvlw caO..11 oro Cos fold *00 rd Mr.1111 ty p1.ripe vt J I per:Wn�•r1e0 en Ma Catratp.ell.G 11Cia Id elwaeely. ce VOl rap•Y/ My ale d i[ O tom..rule eetal tapir 1K.Id 11 ca•ail•m wriw. 1w ♦Id toe Dlemeeef Amp pttirp 1----. to M IMI. y In PVC conduit eohtolnirp My electrical service QaUolnp it eehode DDD 1000 s Min lux only/ Jr 1�t•IYI- papaw Il ni0 feet 0100 opd�q�. fin rh wrtw ntry to emA.ie m Mvfen.n 74".7" p100 [nw• Conduit.per, s •Ireet•tl 00*000 Id danw Cirwi.er•frY It ane lbw•le tfy•per sirs w loan reeve TyplmtlY Type T to dwle Yv' by lrlpinw. Oa an 101 1Qyat.ruts for mach circuit c 00.t.4.400 all rigid Niel ce1tl.1/• •elninw at 6 In..ota•tgr4ro'*t0 p atIwI to the type ma.O1nW1.of ISS.•Safety 3.i tan Mood of 01 w.w1n bob w1I11M0esomy. W Me cpY.i.O.Ill on try l C Id Mot wltaid 001. circuit. 0.011 a YNd-00011•Ito 010000 y cell OM 001 e. UJ 1 p-anaino buNlro en Me MIC mere It terelrotea In Mit w004 M.C1pM.re. last.W safer,s•Iral craw of 4 yy Motor•Chc6 0100 mill. C 11,me of 1001pI0M/-MIDI•nttal conduit 1*0K1 la allowed 4efelen Me water Mb Eno 10•✓•i --Nrrlce Y tee a l-w•Ulan May mount.10 ISO degrees to ea*n aMYr.Sire ley yp Wider. _ Lite Ma •12•os rim 0$merino..0 err,uil.Lit[peat not e ee! eel In GS.1a 101.00 •heel Cotta Mr emelt.1 NC Sml LFYC within:low O/r o.n0.LhYC P•s•Ino'Il Inpr•/2... - 66•6.Inleee MeeI Mu..Km l ew•13ee til Q y N �y.M`nof p•.rmpa.tap•py or 1r11t art hr.o ra•�al.•g s..r.Ing d u••Mwt...e Iew.o•4,e Powel Si•ISL TOP MDUNTED PHDTOCELL W U p O ; ...mot.elm o crewel,rlltina.Th/K ant cornaln 0 ooUlme lhwr m contactor.[owe dos pelt In LOX hive e• m 60 mgreelb•OM Mr Tete.11 YOSHI11a Loc.Ion re cpo•I♦strop m.i•u!Ieef EC Q N •airee an w1 IOtOO to oprs.clgre.•IM at Ieest i. Inch.a fro .s III• Ih1m SerrlpvLrc toe:/e r.p .. .I aemetratod Io eh teactIan of the f oginwr. r tnolee rr. S amt wlw lwA..Dal if. CC= Lel Z 1110 Ta f eel• W. trap*supporting coo.. 17. 4 all mu'.IIt1q twCeere prla In•blrw ion mtoll•of eervlcea ren to wlllly IU• Ludrolre more. 0 ¢ s y epclf ico0lana. IYl• Mem.Protocol.d I.~ I//x L- 1l.rd oil electrical pence enel0we•Itsted maw*ten fie-r w seL, My k Ser Lighting cdtootd tooulrea a •SelareCt✓d••I II 00 o*•and.uOn-t o.000Olc wind t0.e to•ah .ori.epp'Mdp. I F(F�- CI y. vvice.wide Mlwant a My w•try.pieta M•api1...*0 .1vof•e eeramr e Werner x:peprf Type �. _ -__._ _. -- `I-i/ Orm!.y one Me 1polroted pian •n•rtlnp M e el - 1 w u date coo. OC•Drool•.c r•crere 1 Z .nee to WI id Mee Omleeure In Ma ero.ow••data.••e1. The Snatching contrafp OC•Odor concrete z x .111 Copy po 1-'0414 Me OMw1 p0 ear plan prolhly all=4.7t art• Ti•Tiler.le {{//II `_ OtM clra.lt.F.O001ea w fna..ervla•.Th la. a up,Nyen d.a p•Dla•0 v•steel Dole t / ELECTRICAL 6 TAILS m In Me day,.OSIolere-II rtppoWt.Ye .. in. r In clan vette re Y.Steel nor eVe lem.,�My 1ie:.0l i before nt OcctQi le If nee i Dian o 0O:rbefor.riP*at Tni OT•role by OMyr•d WO d seperet., SERVICE NOTES DATA a 14 ewes sfoii?on.011,equIpmerot end Were.•type 0r' Its lopoliee eY'npy�"ide..,+,.w.wwwpl p+ IS,Destine On 'a ADDENDUM NO.1 11 In.17 in pip.meet•Oil yl .I1 in Grp'•*mantling,Coll.Mo. •IDmt vat. i Li :nae Micro eoeol•ti .w the eta try 0rnlneerr, 1010.0.3 o.p*a•M�n es.P•mn0l Pe,ir• - ATTACHMENT NO.5 ED 451-..a �tl0ele that m•h mar pmc.a O• Overhead Sery let Feet 13.Do not irotall oandult In ... roll of o eerrice enclo•ur.mere It Owld pll ley SHEET 9 OF 18 orgy 1.A11tan mt..�1 -� perrtrele.h ep.ip.ent . I.pone. in•aw Mr pec Mow•.erotip pro..ndirp V• pyergrwrw serric•reel ] •enr ...- awnings on ell aetw -. •It•.th tenable opding I..,M grw/,:m bob free dal l ley Tool '.1' I.�a Werr0lne pu.ninp•de .S Goa•iree en.M fly era or a vHOI rondo:*le Urian $NfET 4_eel �� .M c patch•mel fMeemC sass. won es a later Moe I.0. AZ g 1 or PXDIKI 1_12,032.- ... e•1tf L`� I COMA twrs PNOtCI ICI) 1327-COC O -Karr c.I M11Cf --Rod Insulation Or 1•!1.1 ! - - color eta.°• I.rgm e tin•1 or LIT-2 120 2/ ,,..,th'�' P•1 locule ion u1 .�•• ;«1O..to,•' i to.lon r/fit . /, • for coo.6" •natr _ •Ito r•0 tap M ..I til test - _ .(I C6 • •• •.rOVeIor MI of:o conductor wMo. -- U u` /1 S • •IM • a0• r• 1 ..•n•.17*1 - •! .nit•,nauletlon or t _I ...v..-- o 00101 n•vtr 1 eoMclYl 11 I•® gm P __ecce.- ..-._colo.cowl eel• r. • 1 If•ulot'on•I.n.111• �Ft aa1>pa.r I 0 _ 1 y Ot nw,trel<«ba�.' I ..":.arae moo... ❑ IO I! p6! , .= Inwl ,ft*t 0, 1.• L I '_ _ _ _ _ otos Mvr emlo,,ene I T i I _. ._ _. ,., Ft p -- otitis n•oa p /'� .., yF ....,+ -- ©too Proroc•11•ItnLp I • I ©I `1`:��. I I j© ^ a1 E .�roa.not Ton oa. • ��,�� Amerill I. r na r.a of O..OW `O •/ 1 00 •r I 0 I :;.:~ { 1•II at.e..nala t ° q .Iw.1.•t .tom..not°e 2 .ouo-.e r•n p otaaa - I I j prtt,[ 'Q i•11.1•d o.pole Cao G-pp ° 1 _ 1 'd�� ©O I R$ II! I- t0 I = 0 0 j I I 024 EBF O sQ =(�O L.:8 ....�[,Q----, 1 �, - , I — — F vl IS r -i. ' 1 1 ...0 .. -=3 1 ° ° c arolno R -1 1 - o d) I F c I • • 1J I Two., e 1 1 - '..di r _ _ 1..�—I© I .. r" I i '� 120/240 v01* g 'if L rL� I '•�� I I- I r.1e1 C ,. 7* 'Cl.w1• g a Q c p ► al is — ICO[ c 8_- I - .°otllieuo. Imo' E� I °• a 1 it OWw LCL ` .tr Mro1ep1•-.t-_.. _ I l.,.otrueo0.!!l SCHEMATIC TYPE T , U 1_ L — — O CIL � { - 20 Vol Iwl 22 240 120/240 VOITS - THREE WIRE • ` ?Q V•1. NO 1♦ 120/2.0 V.11 U E Eel . II .2n Cl2.1. w.iro Or..Clrwlt wl.ml..a•f«1-'Mr p1 M SM1II' 41i. 4rwPglrq TVDiwI ran<n I10.20p Trolcol baron rslon clr.. 1 M`IY.eon r•ou1r.d Install.e1•toa.11 E .I.4.0 Cl Must. 21KM1q• C1rau 1♦ too or.tr pole t1 IY.Inolrt andr. r0 ro 1ldNlro aentrottor•111.IMtUII.o. V 2 •E SCHEMATIC TYPE D - C OM b Pi SCHEMATIC TYPE A SCHEMATIC TYPE C 120/240 VOLTS - THREE WI THREE WIRE THREE WIRE ADDENDUM NO. 1 • SCHEMATIC LEGEND ATTACHMENT NO.5 < E 1 SocHr UIM 1•.1m,r.0e1r«I Y 1..., IMI.,.••Jir•.•.•.I.y•i.0•I«.le SHEET 10 OF 18 i r W,11y ar••im.4 U N 4!V o ft.01 Oa•tmblr.0.1«110 -, W Z N (Y p «70 01.OW/. rn.•r If«.1•e.l.l— Q Q6 wVi«OOIN N=W Z S CMMI$rwm.., IS t•4(Control C120.414 �� C)La Z 8 O aMlt It y r•It«11• t Car.•1 2.Ot1021 t•11-0•A'S•1.•M n•nr ' L...2(n 1— 0 P11.«.1.0.1.001.01 Cogtoore• y0 •r 1m.�.t5.,1w ` g wl: LEGEND ^Ll I ...m_ �1 Z O� - Peau- Iraq • 11y1.1ro O.n.•e.•• e1•Litt' to ....r Al•"'1•lw/en r..tlo1°'°°" ELECTRI DETAILS _ yE' 11 MM.01 rl. _ 5 _ 111u.r• C44020.4 ,: Irene,Clew,.Armor SERV ICE E OSURE Q ■tl qa0 glad,Nei w.1«Mtu 7.477/ .Oa11lOn.va.nano as s..e•ol.er. �S.Om oro e1ew1.rw.01.10010 — AND NOTE N R _ro•lrirw 1��1.000 C•0•. J *soar 1 -1. m.I..» Eoc6�-1� s I,. KW .a -- j I .. s srlm�s a rli A.—' .2"- *tomb 0112210.t IC CITY t11O CT/_,Zi CVt 1.0 Merl PPALCI03 1727-700 ' _ I'/t'M. (12fig!!"..A. t0lllt mem or SII.0(0. .TYPE•f STEEL DOL[ ISPI WILD STEEL FRAME /Y/ •I.INIInwINtm, t-2•.o e' Ip' �Mo .e rrdn F • o oa i.s '•• gee.s' .• nrp.l prose.measured 1►\� «7-b V. 1- rnP •IDe te•1 pale aro steel front..0port•an per,.Dor Depderntoi WWrI01 Specification or rOI y measure .•t)piml �� / `• "stool l rote OI le.rr 1st Sarin..•Want OI I ewfpynpW...It m IT gouge polrml=ea C Xta,• -.7' •IMrIGI service I I IIOT[I �'1 • steel •ralnl••stool .11. Or.. I Vs in a I 7L In..10•La In.ua to 3% In, I .yctrt ler vtoi icla o•1«fee r It —'1 f~-/' Insulation.,mof role. 'Alpers•'moll �� I �I el aF�/t�IS Dni.tfl0r lie.daf, ►-IIn>•Anel.bolt or Id all dedehel Ono r.aaeOr•to vrtleat r.ir•mea..i.e. NW rum M xo• 111, ` de°Wow0.Do not Na..morcel.File Woo.,and pain,field M ends or all d...I n, . Iwo *sits mNe•Im uI11iW • cr Inb11i fru Nldw i [6 •IM -r Int.mint.f pre Inerallinp. warlrNM. De ore or .lor sea. ml 1 b� I...01r pa fa overee.wric•elm m..O01t or•101101 fitting for cttdred.t 01 Ir.. ....-„,t,-:.:1:-..nCloin•01 -� { write o-m fn m••in cmfa.dw elm fn e1NHlc Otl I Ill ererlOd's•pNIII<Nim•. N r sire_ e rrWrol lI mem mases•;m Drain to L' —j L [ • spm 01 Linor Mr.,.dm :nwlot:on• Ia palv1e Yr• IY� 0 V. 1.Pror DCI.f ma Instal ...snit.Support.y. Irt a Ip In. .•I1 1011 •1MpM+npa 1 1. it An a Lin 2 ..Dela wilwilt•to.� e ro-.pl 1 % mlr•for✓.fro-• Ice hsupp Provide aro Intl l ptsv1 vii I :n. +SS In, a.in. g1a'a I «Nyrnpy cdo&C e f • r� fib_ andv mlrs for over • wvia supports.Enure an.d.er bolts suave 3 or M.oa••int Inw IN ton e1M !: 11Wraa0 %• = S 1A In,to 7 YI In of .m Md O+C�or telt saint imp adore rinl Wo faVbotlen. prorla re0 tap•,fuer• 1 Conduit Supar- .1 Insulation ._ d.0 Inbll lerelinp r•r1•I.••11 d.dW mit•. fr.Mamie w.a M Gla code a• T3<< . vitt.6 Sea ewe strand,00000 COn .ct01. u« cagucfar.loo. aV s' in eereeet. lenem or Lin., POLE TOP PLATE .pore on or men or.crlpr Den.to fees case In conrrN. See Inept p. Iia•.it•In, --sere,. unlaan ethrel. or Lin I /� a8 .� � a [ f iota ra.dinst a.m.-tors sae •epe • NI �.p 11101 u•ii h er ay ad.dpno0'a A/I'S 2'!.1 S.r✓nl ar.a instal ripe,hint ell• Ill steel Deis de steel fraan IPreOtipne/a ail ,•• redinpto.n•Im I••Dl sharer :1. Y-_/ I t =it•entering to fe I i ' 1 r.tat•fere all l aro.. •• .• •.t" vide free✓•0•,o-• 1••r•r LIST-.A ,. '� weer. It• L. _f_2 rI� 01/o.noori Ona.000040 acing•r« •Croce w•I.0!•or S•rMF cony l,' ..• .�" •.- -ill e.UM GbM C Cana Ne I NItaW ' ',� 1Otecl.1 Val • Cd.a.p la - 1 . E ✓.cpetnpt.concrete cover, p..ah..or i _- �r ► 'I I �, t.D-111 Ona dap Neel poi«de Hone•la Yr in. a IS tart grand Intlrg,For it of Deis wric t Orn,err. f le• 1 I 5'.' .3, �. le _ l ,..:7.....,...,,.....,..-0 Install to.o-e.re f l»io.iM1 s. In,anla azo ids l welt Aro lo.r•. ..• I,. .no Veal o • �nMt• - .4 _ r .... .� ea.rl)•Iraa rove ter tee m»de a MY cele «r * o-ayelnp el•.r... our.. - meta .• • •�'. �' ear.d.It-. [eW/e e1NHlm1 •errl Oe pfd :le.00.1-. •a fa{•as. •rare a9 N/Old.,a 000.101• 'I anli. I. l� I 3-1 Han men d.c lose b ter tort sous fitting. Fr steel frac iG support..granas an Install 11-1 In o ne.wbll is - « ,. II' .'S./••� 1� U bre Pace rtttinp m•t«I Hosa met. InNa11 MrrIG aw.alnp Mrea od.m.ata r .t.l— -. I .I000rt a Mir.p Ir>.fn MCIO•✓.mea MM•reel rraa mer.Cere.ec• NHIGI weiG P"trot A l a In.t 6 A ti1 t •}- + N IA •1,.in0•odhduaror b mer.lON prove I one�¢ b•N«1 rear ore•r ml•now.In to Inane fa _ a •ere fMd'rtiol Si.sIrfa entrains Cd..11•on.0000 Glrw t conduit anoen In men plan.mea t' 2 f C•) y•�a: • S- hnderprnod conduit r✓.•,rah,mea•tanto.s wrlG.Men p1[free me a dplowe to m t I BASE PLATE DETAIL a V ! e •1ODe.ere tee.amp,In eanOOle type duo size N cd.wit snarl In fTe pl. Provide ere Intoli CIM.•C. YY![[ I.drelrp t*0 i erre INC renln.Ns In tee arela.r•.Cr..e:ng d.NIMp Ore rewired Olen••r to.vNe .s I- [ `-> -- 11 �� =zo✓.Omi r4l .we7 ot E`�tfl I•Ilrtea Iran a Mal leg rani or mre0os0 eons 11 TT 1 co.alMaairg bars S.'S reinforcing V) aa\t. I.lf Stan,pale or fraM Is mint r, Ode sot}...plots min.N 01 N••100 o Cording IT •td:tre to I•�tn� 100 eYt MAC 1 I aro e=.plral N•• % to a tapped rot.. err odd aro•x•Ciral l/ITy ►.• r O. c ` .•drove on rot. nro,l M e• ;mem z: O W w Ipi •...,aide•/•'w•ornirr•peee mea aOelrg, m t 1 YNt rt,1 !! ij .ini..e..e to a om m.Deft... *00iso.Dane....... I«.li••.a lho Don tntan WITHOUT SAFETY SWITCH V l-'o .W2 .miss•sIM a sec Nndv.cape. ade;np lues,. ear el'MreM.d adelro as aarlorn WITH SAFETY SWITCH BOTTOAI OF POLE Y vrd.n•Id`•• SERVICE SUPPORT TYPE SP (0) - OVERHEAD SERVICE ....-0 `c ►-[ lo.,rola GMm•or rDe M•rto•da on weiG envdce aa.e,cea•am me seal au to ►"Mere' SERVICE SUPPORT TYPE SF 6 SP E 4s1 o evert arDeim:r InahN.tr., 71\ >_ t { 11,vpp 00.110 a•not rea.'r•p for....vie..peo-r smut,✓e Vires.sacifleans•fat. 'Dr t..S t. on.• • yiW �� n Tin n n i-- p tl•M.e••a sire.,«es f«[ro,nra. tory.farat•e tr tool ILIJJ/ CI tib el d 1 U ani care.•at elNtrtDe1 ', il '��C 1 F.h7 twigs feel.grpp 00pr. 4 . t S.mice -Y,•Mom•Im See•e..,. C1«« Nero.el CIMP — oa �'��� end erapod . 1 --Gunter of•Her �� -gait if :::) anM•r w-.YDi.. W mow ores. } Iterfly•'m.rel lllyl FRONT VIEW Dle•nalmn.o-«es, Q INSET A INSET B •Ides 1) Y 8 M' i .._..,tieaaN ADDENDUM NO.1 �od 1ItsO De.• vat.. u'1 , -;,-.-pyye Occrearacate ATTACHMENT NO.5 •o lamp, i 8< o se•.*F — R SHEET 11 OF 18N a ea . —s.«l mut TOP VIEW SERVICE _ _ _ wIM p L p ,ENCLOstItE ^ion h• flop O,' r•yil•m- 7' W �ORi TY sF f0) 8 SF (UI wO LLI Za k . ' / / :. tnrt• ' SERVICE)' 7. ��•-'_ _ I o a - '., ranee tL t- In men •aa-✓nreweely�t !.a,o...EXCL. .mh� 1' • OP.atN• t� — + egulp0•nt I�i Ins" W $ 7r••eta aDape+m+^e or na.eaarrrrpn pndr, 1--,V)Z GO C. III i s = is C. zo ' i tti.�a .F;, ti I i'- 13 r 1 ELECTRICAL DETAILS m I-- �� �I'' 1 I_r.. �/ 1'` - SERVICE SUPPORT X :.,:f�a; l ,��TI 1 1 F'•1,>: �'�I1'�I�1� web _�� 1 .._. AMOR NI1,W AI vi, INC Iwt . I TYPES SF a SP N !TWiT.A 1 ' I•-ei0. •••• I I I I I .. _.•ala e••rem W I,VD 1 V� .0.2,.100 ars,ointoreino10, r n orrelno s IL..,.. .4-1411 EO{T �al+•era rr+� ` 1Y5 COa0 Oro ex Mlrel a.a 02•01001mew i LTH FRONTSAFETY SWITCHt 6'DNm nal WITHOUT SAFETY SWITCH 1100.1 of c•site, HOOKED ANCHOR DETAIL Dever wow 1p] VIEW WITH SAFETY SWITCH pp il /SERVICE SUPPORT TYPE SFIUI - LIIIOERGROUNO SERVICE SERVICE SUPPORT TYPE SPIUI - UNDERGROUND SERVICE LJ ..a. I�` i cad �al so of 11� 4 err)mDrc=�_'y • • CONE 3µ1'S PNILECt NO 1311-500 0. 5-1-.. .., .1 ....... ......... 10!151 • ♦♦EE ROADWAY ILLUMINATION LIGHT FIXTURES li eyx,t 5 boob • ...Mad ants.wll•.[ally•«Ic•1 �/(�j Pi .. Pt uvea need II.n!•suitable Mlf Inelb fiwar xture indicating lrr0ioo11 npfit0nr�lwais Wil.�P BSt e1,Eaatomised ala,^ P. Ptel1 with al t,�Wgla,ai. lawsockets lam rated for toted V. 1500 ball•.or•s/ainle.•t•el5tar for epi-Ina and contact. - f {0520-31 SS. ace a p••raelrnr wll Oath a tering t.nrla0M4 eoMOe1. UN n10M1-030304 0000ar a �r5 01 01400 9ur'.. MEI 134.10 Imel rfy00$449* 0. S�ypIY wla•eoJ•Iup�Inal45 for fl.t.�e trgl Wt Mw Eotlwla C Z'2 I. from tem.Met • 1.-6„1.-;,„'r.-11.,-.4..°T. raw ent oopDel-tied 141.0 OdlueM *5 DIW°MI of/row d•awe I, W pe•aA11/1M Alyn a•mete•0°330 IM51 laps hon T •• •meter 101 00'0000110 1101 of for.alta°•• I_i •puMl�I.°t•In p m a.-Golf elate oapab•0 thorn m for OI o1N. No It•rrallw.all... L c from 1• 1.Met WS 71).110 vltref ion rpot.It/n q In ;. .00000 rates Ia.p III.10.000lle 1110 •!. C.C. .ttacn a lesei Dpoint to , fixture Dail Ensue am level poll•la*Maltese to 1°Weal,w am.. 1rW O poslisit!red up h 0150 0/m•E deer.. ..of.he level ev Iewllt.0(1•o aMe 1 bubble Is i at 1.t1DMe fru 1. �I IY:polvraYa�a°pl aMat M. W reduced/olApulraf remain of 1111• elttrwn cycling. 5.10.1 M••1 w P.4ara1 Toaa CharactwletIC lead .Pr.-, •ICCL11 Melts. .w�lw 0.W apt w0..e Ira sq. ft.eft. Mo 1•at•4 cle Do not mooed w lb. {new N141rf. y II., F. Paint I ane. d o o law o .- •- I faow0. with s/0ting111rd ante iretal alveralaa `,' F. Paint IMiO•and aM•IW of fl•1tr• • req/ .frsn IMlallirq m eal.mlxw WI•a.far ell other 110t1fae, PwtOrecn I w •epi300.0 pptawhio dela a+rd pt0fe•hlo nota ablalr.4 by�et�lna �� ?! palm ro motor 1M colo of x11 vel•0004 . aid by ftM Mit-spray P. neat.d following Dhotoedh o repairmen. *04 e{E G. Ua•°TD•0100 0.003 loot rr°fw En.v •.IM a+w•°.1000-Iv. test in ocwr0ara•with.rn*111. 0003.4 llrMw O 7 hale•o nlwlnal midnred M 2-0 sell and 110 1• los.ce tour 50.0100 1S 5 wing methyl Ethyl ftOraa110 1• loaf-val.in I POot ace rn o 1 Ire 110.0 ft. 25 30.0 rales In Provide 1Wi np..ItI Ire.Indicated •ze Ie.ti's In ingM anosiair with.STN 05402, •St• •• Practice 0M 0ew•elnp for 501.arMK on he Prppwl matted Mahe.I eo►1.20.0 ft. acove the midpoint of elite. lane side o0 IM•vf_ate sea. IiiCoati nape Using SOI.ma IMO.' y maims.to • 1 K oab a loot* 0 N f�hlalw•.as 0*oved by m•s,bolts, winhe 4, D°I1t t:. aW to ft=.t°int Me•atw 1.M°lul/•al y 250-nit+neat Oil mounted Irwl ani .0.01 I091* IIlusCuteff rn.mi ifor forgery ratio°01010in TM 1Mar[I eul 0.N teat-0014I* '`n- il 411 an EmMr pppp eater rpyr Kr sen •1thati way 1qfi € f 1• e0lvmrt.In apooraace wIM.5 211.. 1151 M.•6 .l.rldtaalsio.,_ 0 0p li In Me 0Dar W�tla• In 0 rb101erla o Ma.1•. 110.0 0.001ft�111Mr 45.0 ft.,ibMen Ou mount.. pragenria.nE*1.I Ipel tan ei•hallowed a Ilse Men installing. O1y s.oit.0.0 f tori' My toe Ii lint••I 10.0 ft.1tor,0 0/t.yr both slate of x»:100IsZnaire 41.rr.wdfo.:laarai7. F•6A ▪ F 3.Ohms IoM r•nalrrr mina clew,00Nay W foio0/+,1 from sal Med seal In m0orda<.filth AST..I s1. intensity of 0.30 f.. wallas a any pelts atop Na 1110.10 0001 mete°2011 m.lau.•taylnlY horizontal •� n L: S ! 3. l.. Mal 01 M M.MOO Mal 1011looking mons for all. Mess.MI I./1•. Ilh••I0*0 mlfael ratio.Its ea risela filar e'en. `� j ■i S I.h m11 0.c wewDi its.elan MOO ttr fol lwlr 1 3. 400-watt met as • ed 40.10011•.Owe 2[50.Cutoff require.... Pro.lb a mime.IMar.11r 01 0.20 toot-rade• !i I.Poi feed•InminYar rH leclM•0**01.4.a•001 coating. eV1ao•a nag W Mlnt•0 rIM 125 le a rbubble YI .•0..0000 l.a 220.0 f,.by w.0...lar art Drawly In.!awl'edea I a Indicated an the gills! 2.Do not paint reflectors, incept .Al Mem.0 1 co ti MM Engin., level bubble .a n. loom 1tr of apolM o1•ItIMr lane•1d•W w arlaoe area.Ensure Ilyaf In/amities la.°las a Ile qD re lwtly telt•MIM. pTe11.1 to •10.0 1f. In Drs it..1 •10•of ml•rwtaaula arm ac no.decrease by more 11100 O.1S foot-candle 0 5.Mtl•<torpie.ref Want pl.w M mama../ollwl. In any 10.' M. IntOr vol 03000 for Ilrr/rant 1°.0 N.M w.0 ft. as Min.law of MM IIJ.I rgIrN ant Prov ld•a sinew II LI yy En S a I. .. be one re ph InrlarM1 M 0.w IoW-oadla T rep point alas fir.IIs. Do rot••0.04 2001 palww eealniwaw IMT 3x03303 4 I. Swl oaMM}wMK10 capat•Tr0 by 1300 tr•.of a.•,ml0.a M wlcmlxea ram la•a0-.11 l .11/oars eaMat, 11. lntlurwa l rano+IMIn 1M rmtateReface to ixtu Cher.mthad Maw.d to he Department. irmL 5.UMIIe la data le canons-tent free Arne•. 40 9110•.each paDl larC p0tgwfr le data T sed plWowh l, -- -0.I N hi 2. or 1:1-V a Mctolluslm l• rep•onkN rornl Ira netl0a ao Me lap mita I. -• IaMrt.IM Me r mewl tint Oe Uq the arms.it1oatlon prow.w 1M typical Motametrla maw. IMNad of IISMd data, U tr Yy` u. Seg.. Dr.DDrr.l•otTer 033.0 C Y*I I. .f}°dr •rt.= t OOId.ode a oppoell*.14••Ir 0.441 0 Ta•00 tO o1 for - to°010p14 oats M em lww cadeia within S degrees MII+eMol l ad v0rti!:a11Y. nP OlrwitYa Plate and.:b rail 1appMe a.•nwapar. Seal 01oed awns fo Iwo h�•1 ant 1100• S. Fishr. 1.00,.1*510 lOt of p M11 anW.OIIOI candela. a(n 2 1010 1 limn.l0wt. Gp• E. f. • [0330 for 1••• mn.a•'Im a lap sweat In 00°31 tan to me lap.oek•t to aMae.fora .law 10 a �i-wlr Cr Ix.E W Elf M.Itlamd w intrin0•d r•0flra Lm�1aIT1-1. T J. Proved•0/32 In Mice OIrc' clew that tamer.or btrw111caa0 aloes. •M rNrenw 1•waU to LL, It em W emaldwad ro nem a 10flaal I 0•ooanitW Ir•OrPmr4m0 U a �-S [weerabl•ataxia0•of Canadian standard.swelafl0I. Electrical 1.otIna Saba ata I.s or factory Mutual W E 7i: [.Met t fol low1 u prat to the r•1T•no10 Le.100000 � : r.Met w following Wlla•f reylr•wn10 and pws teas In a«Milan•with rear method Tao-11]0-T, 'WIIaH p `I yftO•I0ell•..• wp.mis•toIniw••pawl or aluminon tray of edemat0 tnlaen 00. p 1. fr.nt 1a fitur 0.1110,0•mar �•• E 2.0000 0 a ..sue rlrine°cares•m M ea the Dal last. E 1. Pro a 50.11 mud magnetictato °regulative tivw Iwlafad ace l pql lwf. p ,'. 5. Provide Wllo•1 factor b 4010 ed m°1.0. V OY 5. M w°Moult!tag•vel pt..10 per. a for plats 11 applied, Me Oa11m1 Input wattage lowinI are • IwtOallm•01 o for I.•0 1. o of O we 10 Dw°mM and rsin.oti'10 Der°Mrt. 01 not••aa.d m.ToilwlnW 0. 440•v1t. M 1 .aft seminal late toting °'• 552 MM.for 400.ant nominal lap ratIM0 Mats fa 250 Nett nominal late 1 a DrIne fluctuation W the test 0411°0.of*105 10 D•ra3t and ones 10 0010eM. -• fn. lap 0°rfae• fluOtw,im 4o••not swam a total of 20 wna.r,t ad ballast nalrealna lite •-•• .IMIn It.9011w1ne ADDENDUM NO.1 heat*. l.J 110 Parts minl•0m and ISO Wafts maim.for 150 tats nominal nap rail • I e°. ,40 101+0,Onlnm ad no Noes maim.for 400 eats nominal lap rail • ATTACHMENT NO.5 a c. zoo ea1M mInIM and 411 Pent.*axiom for 400 eats nominal nap f•, • vy i. SOL Ma Dal last aver recta. met,',meted at olrwit vallate.ludl• 04 m tar tela,.. 1•act le••mar SHEET 12 OF 18 Y voz. s. a. Ca nt+J ane 030030 more Della•*M flvnr•b Inelcnte loll. M. 'j O L. Vol1.00 retire D.r O c. CC Yoltea.ondi+Me '8 K Z ° Q M1 [anneati• fere a itura diaper I. eIL lifting SflaN ) O1 2 I = IJ Z L.Own the nal lowing•g of 10th.Old reepWllraarn ad M0.Mete In warren,..1M te•r 141no4 Te.-IItO-T, 0 0 Eleatrarl°Starting in Oils of Mia,h•swr•Eo41lw•. • 1141111ry 10.m.Di•0.' p I.Pr tat a starting 101.0 with opO* 0 of .:. I.an 2250 4000 volts noalww Ta4��p�qp//W TronSpOrEff1(Oa Li) E 3. Enar the puled.nam 1s a nM. of 0.0 ml•,1t4 I of 2250 volts. 6 3.Ener.'tub puled ocare sen M.wen afros .31000 i•equal to M neater 13300 90 wrOeM of peal am rrMlk 4rM1•M`md✓v: 6 O Q elrarM 'foe.. ROADWAY rr1. 4.En•Td paint meal/Moneat rote 1• nlnl i one Der clam. v� Z C) 5.Errwarnt a paled arrant°f owl[aSpw *in I.S. * It..1 to al•.or opts, ILLUMINATION =0 00 b. the Ialp trim.• m 0. gthr a Mete int of 1 rlra• . law W 10 w11w a If for lap a is I.stat. DETAILS LS m...-.• I M. In not yIo0•Hats IMI6 pole 11w1001r•.. for NII want M swam Ola•mounted Ilwlnalr.•, provide Internal 10 cm elar-h toy fora •+. pros..10 a he M•ifim tensa 0 clean far�ol Ic natal..l.tel, Ire. nlicc ttwr IntISOl bloocck is e7i1 0 (RD- ILLl1M LIGHT FIXTLN9ES) n1 I. Iaed1a*lm a nylon,Dol lain, peMrpl lc•MlM lel. h,ptim ed loo n ml plan'.. alwll RID(LU1111)-OT i w 2. fFabric.*,with •... prole lin In tedmercer.. sew•. o O. Equip tlanre with • w protection In mots 0000 Oats IEEE r daflm•. -i • 1.Connect WV her ti to rranal 011 era•3300 to I Ira. ®•eoi Iw.11 rap -N'7 1•'•• 2.Conell rear m terminal 01000. 0000. ••• ......• • --mg= - SS S SHEET 51 01 11.2 pa 12n 1 - 0fC01[1 Omaha ND (`.. COY Mier I_.(Wgt. • • I CORSULTAM15 it i PROXY,.0 1011-50C _—_ .__ __._..____- -.. C..:' i tcsc. Cooler 0515i / 6 PT. Use oniY pre slut leo',Iglu.... a Ilrnit•.111 be eons lder. € t. rI �a1Cpprr °Tlproducar•nr•accepted on la. Trot Cometut• D10on5Tirlu .aw Department of Tran•portetl +WT mmartain.the material o� pr°aue•r•11lt o •••os.0 pro..product codes or designations.Use the follwln,..Mite M cues this lists C help./Ives.dot.at. a.a/Du.Inset/prodn.r.I1•t.Mm L Uw Of pratilti5 1°l dots not refloat ter oa trsntr of the r•.pmei*i lit�r to provide atrial•tn. wt fg•pwifloatlan•. li retrial•, 1,01ua1 res tlnN ate.,on the preaWlitied antrlel list,1Yy b. O S Irrpeyr.d ale Noted a•m les and mey D.ro laottd It rot In..•What..vitt.err approved fiair. li S l 2. NMI. .fur Dench prof In rut •Oe to vttlen fabs.•Ira Me peagl lllM IIH of approved flrrv..rat!be _ T r IEEE •o pins.an each prob.. = ,7. T. To Pam5.0 a f t sN.Ital.w p• Ill.. C Z -a /ED a. rse.M a sample at tach rice I, roam era al 1 prelrr0 data. both •1 g published'.-a nhotamesees.ria date ak I P1: ..ora ly hated pal-TO! to dataelE far5 Cr.both•wraOe7 04 OOM.ION of'us-a+raota•.afar fa , . Se i `L MIT-TRI Ill[at RI a 0YEtin, TO TATO• a ..^ E! C. Dome t tI rt a as rtatf to real sty. x S.Lwlt Ire fol lotuses d...Maat les ...Irw jp a. 1, a/x Renrntat lm.Ith lC fol l• ••minium roWlrementtl ��gi�' a Written Na i al ha 0alpr• a/OC oY. �es y F CQ D-0A/CE press.p1oy.0 that has special a/oc alnlrg ak Ig•0•/DC a hair O IVY�m r.•ign>IDi l ltY• pg•• O 0'.. 1: O O J #$.1 • �,;L C. A written procedure•rclfloal ll for handling• •for Ilatlres Dulls to T+DOT•qa fleatlal. ,r ,4P a A wittmt preware for lupltg Kook el fl slug.. it, mortified, card tested for 0007 orders. F�a# ■ , t arm IIN of f anr.o to TSWT 1lehrs•lath 0•/• • .on•lasatv•. ��• `' II. 2.fixnre IL on'11110o/1. g g— —t1. "-- �. ."g 6 7. 70 e5 or.11loaaton kJ `O 1 4. >o arrlf kaftan 0 0 4 S. •1 1 act slid card paint an01r•1• arca.Rod ugorrd■ad ,i '. b C. Stoini s.- el asualu iali br bMo 1-- u ISSE T. Se°Inr.N•M.I car..suss ran bra..data N I. bila..el.tr awl data OR THREE-WIRE CIRCUIT-CENTER GROUNDED FOUR-WIRE CtRtUIT-CEt?ER GROIRAED s,PLa data data LW1Na IRIS 0000.AT Nov ON 2.O/•w van 1 11.18[5 SERVED•T 2.00 Ce N t� 10. deli data SERVICE 9R LW5N•IRES 5ERVED 0T 2fn.FOP 12.01.10 KILT SEtt/lt[l U Eie d-tin 0.0 stmt f ample*, if approved. .III not o r•nr.b to tar ovarEmonudo not tan III M ateai(rd DY the 0 111 toe D.prtmmtt et d.111 .0 Platin}Oral a I St.fs eta Men ipprMt4 m Iter a•i li Material or F011 129/2.0 VOLT SERA[LE. C .n rt. eateamnrlrg method wlttwt par...oval of fate p•prtsaret. IRnpproatd Ofggee.111 r it in rt)tM son N `y • III Ma Il.nre. C4 In addition• hnlnarro rill.e.t•tta tor°caption.with 001•Woolffictice Iii Cmir•e 1.7entiv ��E� V1 ;.Ilb •testing r net are Irma elatat/with Pal lard EMta.r(e intonation all1 M removed Cr. the all '( S�£ P-pgl least mule at the dleprNlon M the p•paN.a. �S~i-!1 La rE U. 5aple In aoparekrce 0100 Test W4Mil To-1110-T. Mapllrg Lichtlrg o.ablies.• NOTES. , O t-•O ffFB nod.,err arastol IQ UN 1/2 In.-17 UK mead. copper tun-c1MW dapple PCi• kv. y. Replan lolled f1.No.am...operable da to defeat•In materials car vrR.ala ip tithln fay.years a tallest • banding...mfrs sized apprcorlahir fur atdtarr•. ..aa....... C a VM re N VIMa fila •that paoall teehnp. del Ivor. Mt prole.location.Lap.ark plghocell•r.sbj to 1h• . .. IN ©� UN Pe-aml lllad er.a.a.ar Connectors Ion Don.r-ea.dna 51.-10. % 4 of agar r.M•ctles mcaarfao.ugr.. InNal loti aur. t,' jLuM Cl?.(pgl 0 Split Bolt a otter...tor. ti G j I. Ca4nt•I.etrloal toting rtalired In ate mal last Notion.Provide Potatrie Natl.Natl.of fleet', . Test Cletur•• ® UN dread Rad Clap al•Nt for Ifo Intended pa pale I E-1 C dl fotlwirq roes. it... .,Inlet.Inlet. dlr•et l,r let...m i.Navfaet.r Testing.Mare fiat,,..or111 e shipped frac 1 tramfa nrr. tee.fixturesa 10.s.Pram.ft lot or.aaufaoftrlrg ran, one. am..t.d f in re of 5t.0 25,al.a min of 2 and a mom.w 0f 5.Tost photomap IN at am InNWekmt test ion Nrp.Msa and approved by TOOT.[ •K seal Hasan woo be perfaread at om/atnrer•.fool Illy. 0. Previa IES SMeatrio report In too formates I. 5tatdrd marad.d format for aRatrlc flu-Ivrea. ADDENDUM NO.1 `'' 2. In-earw.d frees.twig both lid•. Un-...mdse ate may...II. era f les or w aeorooe0 by - eg o•prtri.e C D. Previa•leen IMI and p-ol.. test data direotlylaturO to TRF-TE tl 'fur' 110 fur fugsl uM.oval by Io A mlpinp IleMea to the pelts, b net stip 1lwttro will MI.• 1a:°.van lot is approval Do TRF-TE. ATTACHMENT Y a. Provide tg following iaamotlan at test reprtes SHEET 13 OF 18 (� E.T.DOT'•Control-•.duan-.tab realm', mairtt•naa marry. • .r parotid•m ardor natter deg flawe. W NC< Q 2.rtNigwd to, es caw fl.nrs N•t tabor w 11x10., W Z N 0 a . °dull of.a euppi lea ant Sl p.the to.lab r ata ver tent per yet t type. Q ■8 6 S.Itt the milia Ion report maw on rg tap of Ig trrt mo VIM peraarM maker.Ensure deg N r y 2 Net Ion NNlnr the nauila for s rtrs.Prwlde Mprlrtlti mom 10 dpamatlollanc Sheet 2 of 2 e. Retain rawra of t aufaotu'hg lots, Nat.apart IM ouattltlo,and onrr prtin.t 0.1.3116, SaEalt 0Li H i records to fir D•parlllana mon reg... 10 vola saes ~ _ f. Sa Make available to TRP-TE o al It Nipsra raprt for Ipmrnte to . d LbGOrtlrlevd Gf TfORSjMANa7aI e.a d.eoard. Co TaDOT esti.°r•nprt r all.casr/mnrinp faeilltle.Involved in the poantlon o D ,ar.bt Cd'h•w Q O 0 M fixture•far M.on Doprteent prole lova..to of fixtures prod..t0 DsOataant spool f tootle•, d card veer.M tls+v.Nbirg ak tr• n0. 2. D•p• firrrtal Teat Reporting.Dept • test reports rill De issued(n ow°raan mt.To.110-I. ROADWAY z o ILLUMINATION 4i m x DETAILS CD (RDWY LUM LIGHT FI%TU1ES1 N RID(UUf12)—O7 I w .a 4a mom_ ea -WIN ver a a9 -- s 911 1 _u ply PRt$C//_/U105_ • I I CON54,.MfS IMOAT NO 13'27-SOC _ --- < rOHim tt r. m .lm ti os13+ t S �m •grade in raw • ca1Q/It IS»114t1.1rrqq laJiaf M fa•.Eatlon. I. ,. I _ `rt,t E` __.... .1.�• far au.Ll♦sire.nTtUt • Qct .t,tn r••11. • •.lu.natirf•1M slap. !�(Yt1 arr.R, •m/•Oft I1 1 [•.EC 1•cant•+•rlump Ito .rete, d 41.1s., w111jmf•a•e3..1 .aln.t.tiptop €Q�' i;:d•v.emrlo Im r.{• i &POI'S + :iq 1It•f101tM r.IMM'•swn/ -r•°.ftsr - �.6 r•01w 10./.Ir./Arlo 4 '441•1 -lMl F1n1I1 foundrp1 nlnfara�+nl q �1 �"y U.•i 11111Th _ I,T O 7, +•111.01 fl••n fte graft • -11 IIII IPS 9.1111 pAgL ililiLl I III {-:.'9' Ph: .nmi •ylr•a- ll- Aire A i ��-°-•{ • ? �/ `� %•rc:l°'a°.'° j I /'�A�C! .•ca0r•Is rip.ap yyIth{•,{• n••, 1111p . Y 'I 1 �- Rod I /.f1 inwal s eas�le 1 � 1'1� - r.IMprcww.f yy1 a j!!1 �, ^ 1 fpr Tri l ate g'. Webb?-. ..A� itilaME tliit I caetlr- Now Ai • 1`4:-. L yr�i G n ` - Mgt' `4 Film 1 YiilEl ."w E" , • w • RrmM R•0-.. 1• 1 1 aeli RM 1 ~ a_2 1 p 6 L y a.•pih.. , h. • navDl.a Al FOUNDATION DETAIL [flat„•M cotton fop od Dixaa = !s I I rap of SECTION A-A 3 v e Finad.rl.t- - SECTION A-A IMrs tsM-. Loot.upon . Lpae nm.1R_ :11 Ur..SLtYED MADE ! in Flet.filar y..pipf.I I w•rut t. s.p.Inp rn.siaar rn.rt (�}��1Itt O j� 11101000. I N Le X W E f BSB , k'- W •� I �i//I/I/�/ I 11111 PAY QUANTITY OF RIPRAP PER FOUNDATION RECOu.IENDED FOUNOAT ION -. O m I �j 1n1 roar.•lr I 0.4.10.1 (Install only•�^sn0_t°^file plans)l LENGTHS E L �. ' 15.1rotan > _ 11»reit` �� Ion RIMN TIP I R3MY V_- p ,.-......-.,. V 41.2fiR ICORCI R.r YOIM1Sw T[IUS CONE DEJ[TROIE G U T.In 0.13 Cr IW Ip11T 10 IS i M Tied b ,.-Aral,'lDpl♦ I :.a 11. {' { {• robe.••.. I • •w wf.i ! 1i1 :'• A . Bars >2 ft. it. { { { F0.[ .0.7 C7 •- .OLT to b ft. - K1atIlT° Shoe Ilene T• • size /.O x. 10 •. {, ( Q I t/ ADDENDUM NO.1 ata.et. a In. it In. 11 n r•so x. Ij SHOE BASE ...lt ). T-BASE ATTACHMENT NO.5 .o„ft. IS I.. IT vtln I' 1 i o- .01/IS4a'• SHEET 14 OF 18 s••PIP stan/aa ia1 U O � ANCHOR BOLT DETAIL I<N ceZ BREAKAWAY POLE PLACEMENT Moe rote 61 W 0 0Ul 01 ~ 1 1. •R•aaft ria Fiuslation L�qM. fm 1.is for Informotlan ••••s i 0114 fflun I•rgtra mol l be a• i 10'1 an fl.•plana, tl a•Olr•aN4 Dyy m•FMIIr•r.F• IoM rill W Da 10 for u.dr IM a16, Fuletiaml •o trap Afvl IoINO.a• 0 N N 'Orli!.0 SIYrtf Fourdorlar••Unless ot/Mrml»atftn• plays. PO'O+af to foie affe.r bosh cle.eleltwtlai totem t•{in-otr.I Teras pepw!nl!Ild Tronspprflllm 2. Erect ill be liltaln•el an»1.nt pct.plumb an/ faun ao level the tap{•of flys g nuts in sa.M nm arena of Tr •Z r 0 F r tri•will D.Dlup. on I• o grout etf.fo plop D ti W1•s. tI nit ua•p.lw•s•Iwai irq tel•u,av Frss.a,Yelnim•, 3 ft. mimeo mel ROADWAY Z I-Z o frmr.a01 Da»a.w riot rI..b Ilts•p1•. and the fando.len. oadaar.1m fol I 3..nolr Cled op and ZS m tit for u.ttir blas • tuft. Tap t1M Mns••nuts Mt•r calrm{TItO. a.mr bolt•o1r control of aia•»i tTpliall.rat.ia»•1P ,y. X .Im rolled at.•aoe ra.e not re full sit•. all art.. N.pn z.3 to.minima is ft. I.UMI NAT ION /_-" ~ F.•.p.pr lar.aloft of a...Pla of en •1 In Stasi1al{an the or IN•deft.•D.•0 0•sirmt•1 RYF atll faa• ILyy �I S. Flea•r lerali vane ria/111 inert on• ..11.0 tar•sift. In in the plan.. table. .111 D•pa10 far dI IM 432. Ib x.a1nIY•tIS x. . TAILS r[6pq%d S.locate plan.Pr ectrno•br •I • 1 )1011•s w sM+r In Ma rehl.l plasm..Impact 11.•. omR.l»d won IaraO all ON1Ms 10 ft. •1 ha•lane•0d• on the Protect n/r -br Ivnlcated .Id.Mrles from r•nl . ..Impact II.e.•, 2 x.on r fans roll a sow*.an/raffia Daryl .t..ots M.Iph Mr el•?pine. rl nes for Iron IM�lam •err w pIW to Rd MIM w Is practical (ROW Y ILL OUNDAT IONS) t,1 �nlII i.Ir•0 fa' light Pile. cltJ boss N mph or Is••. �r�.urer and.upp11.1.1m boas. • I.U»II hold ter. conduits an 1r• farm••ba..poise o•r otrnw by tM . DDrr ld LS o•ter IuaIMI...mntl R . FWD)-1 I i.: {. !noel •minima.of 1 -• • t.In sawn favi°atlar. SEH lid.tlnc laya.f MOs..fM Icio.1aa of f.....9. •MIyM DMIn1 Ma pole far falilnD ea• sift,•v man t conduits ap tf• ed domain f•In fandaf l4M at bath Md.. fo pr•vMrr.rgeml»wrt .M oh.trav� - - _ 9.Corpill Iooaf ion In r. Ian*1•err if loal for Drs/.oaw bel»..Haar conduits 2 in. apart an laaa.3••beim p111.11Ma. tux.w�Yn- . •.,. WOW Cantor l The a.Moan. no t» + 10. rata for bolt • Mia caps elm e•bare.made/aapp•r aonducfor.U»il.t.00 Itartpai oaYwfar. i i a rats/for . . in coot+•. --�-� lS $NQI 53 c Imo_ F� II.11.•rip t p cn Dw•fatnOaf15 that ars lucat•1 m a•1ap•0 prta0•o. F=w i Ton 1 a smar Osalrlc RP 1 cm PROJECT I tll9P- • • Offs a run's PpW[CT 10 `320-500 e•` •.;, s<at1,..Mur �..._.,i 0'11 i i_-.... , •-ire, 't•! SHIPPING PARTS LIST - POLES AND LUMINAIRE ARMS 0111[. 1 c ` t-ars. CSSfiita...nrsa _0T r` Nwlrol __ . .4ee - _D•. ,on Deal. I,O. Oumrity - Nit POI• I .s.Iro •c'"*"..'to rif/Mei tpC len • .le IIEUINDAIPP;.• �,:-t1•r 1as <• T.�.®1. ;• j roe �9® ro+ wnrlro Nt. �T ".f.'11:�7 o,.mHe,..___ fi 1 TT, �Ifi •1 •,Is or !II S0 l _ c r 3'. .-a 1.F...�� IT S.wT.. -._ I.7 .1 i I IT• u w s u I In I T1w SA . 1 n I,7S..1 S n I ryp•v . Si 1.25.)S = - • fes s u f:=.I SA'ML•L� 15j 4_.1 1.Dalen s .e O T' It. u ao s 0-41 . aper s r _ yp. a o I.axu s t_ - . • ,� t ao S sl I. IM I r. fwm Ii SP Sa S r-al 1.25.1 5 `yb.�•��i��+*1 1 PM SA I, v 7 ! m C.as.�l s F irw SO ao 1_S -IDI I. F T%I ..i 7.-'6-5-7.....'' i] SSan s a) et _______40,>� I a,-- .ao 1-1:1 y:� t 121 .25007 s . t' - t�tiwx'^-.101, - psi aS�rtrr1!Wa I..;il E� p {ib 5 o .• 1 s A . - I 't.T xI lT-i' $r . ;... ^ 4-41 I.ax�l% ITop.S. t- 4-43 I. ilii '' -.1 1.4001 DR i b t11w w S al _ I.M.1 s IT SA 60 1 . I ;`.� 1 Sr 016S U L acyl S - Typ 54 0 -II 17YIrt s IIYfM a so -s- 1 1. „ rlrW it - 1 1 S �S• T SA,50 s 101 1.4..1 6 Ely.SA SO 1-101 I,.AI S ity�Y.a 1011..11.1 S a0 i 6 St�90 SA SO S I0• 161 1.4.1 s-- lOyp•a 150 T- to-io1 7.MI to.I 1 Pee s -- ` 'i • E�` Tr usos Irl I > i'4001s fl,. sA 1 I. i.. n$ i1 la.ls �mp 6p4bc C� - 1,.. ETMMIIEF aEtl�R.'TTfi�raP•/'II I - ...1 li N ! CM.,IIDgrS. , 1..a..r v+c pro..ca.trua • 3 In V [i all 0....Iwo ylw.not.fere rM Wats Mlm . r tar cans iro.tnip in m]AOfrt. Pall.rrr,ere.40 1v0t WO4 aM IMtollea o)eM Omfrmtar. Faulty 10orlwilon erpoor r ivpa>wlw grana...> ...kW.. I oa..len.111 0•act/o. Co N.•MI./IonPholl fu ri jeetlen. Waroco. oom i•• 0,loronr.a. ' /�li 7 a.,Imtee.oe a stal. froom"Kttare Cm rector Moll furnish to 1M O.par.rr.•..ICf. f•oca.ar,•.de••l.Ol l,- ''i is l �' I f . Ins n. len of dei a.,COO.rleryr.or 0.30.0......•1001 only ire olo.r.MI tow Dr 011.•1.91-0. O A[i6 cif eaait to a. Croatian Oafar 37tH I I eery asuPtrolree Ima ao net .raw•1earrleol 1Ins.Mall o�c.a.�i•MU WI 0•tmII•r.a iauatrr as u.111 tY rpratY prmfl 1 old o in KIOaOrdm0 with •0pr0rnl np such seri, U I-- III 4.1 M011 cone, ,n the war,rrl.4.11 ttY coma%arts to O.plml.yYn•..- o [16 a. Slaraara Steel Pal•0001.., Steel pale.IoW We10o In..a.00.alto tM carol a aro.,n.ns'ma roandrn 0 i .011 w caMlwr.Hobart 10.10`.. sw•11.alon o snap oro.lno•one codon balwlot'ar. ADDENDUM NO.1 ,•I ...In mato.Is we..00th.. .I.,. • 0 E p P. octlnl stool Polo Dealon.. 10111-.:oma•t.1 some Tay w 0,loved co eatiaaI des... ' •I 001.• ATTACHMENT NO.5 �- E .. bop p o r s. Op.o.n01ry oporore art.weglen of w O.lined0.•In Nitro. •. SHEET E5 OF . 0 Lap of,,,rye. Optional..a1QMnr 11�ia15t'''of Texas. In wawaa..wce ith IIt.441.1'55.1 stoat Pear, 1M tnr D.0411(11M war Vt..1.10 Vie- are•OA reap rwkw for ru tur s foo.•••4•366 1010.• rap drw,ror bra ore °on ons IS not require.,r.tar structures OOT Trd In o4aa/1• - Im 5ns EXPLANATION OF ' NAY ILLLNr[NAION weleti of.tap arca e o r..pro mrOing 1141 Dol...0 q fns TOOT T.0.. r.• of.i.im, A. 1 aerlstim rr.n rM ca,O.Ore•Kr0.low es.lb.Wile rap,Ilr.s.bni setm Of sial lYwfrNs• 00..1.1. tl1P00 00 ora..ion co, IHtans w dearte.o noon.. t...lre* . ,or a Is 0.c. ASSESBLY DES • TIONS I. Skuet.r1 S.Inport w.f00 ltsi 200? ti.0 try aum45f ' •••• T x- KI lata 1 pyla.11 O•In bac>o1r1 0�m the 7001 COW.of AAS.1' Alpoi.Swc tI ICOf far ore 110•O C.O. SA Lit I SKO>er O. IOl�rar[fat, 11,p11rof M0 ane Traffic siaats.' All wIM 150 t Co Can.for Dnp. I , t-Mama aw1NrIM woos. in 0Wittoa, I.I4 oust factor Mall.ap011w to los..to0••140 174 Pol• .a.f oro 000 o0.'. 0'-J Q ....moor DO.cal... faWic.lor MOI, InLIE tr r totter ba.and ooneet •. 1011m•.Ito.nom arming autoittale. AI font Dose..911 rot•-en Hru4ttr...7 11.0 to Sir Pole and.as5 oro w .01•11. S eS re•Iat try rt.r•1 tom Olwfi t taooclry of The$pal0. 0 t*ttIwrt-.of I aM Cottle�10.!1rwa AL, rot.OW Poet aro wear.0101nyn, 555 as IN..fr..ltp•ar....Mord 1 t0 0 04+141 P.O.or bo..Ino t>ni • .,1 .wawltt.r L� M.inar. Snap orae l obs gal l ray tea .7�••base Pawl neper, tea - facf.r•r'.nal.Deep logo. N. Ss.wt 1at0117ea1 rel or 011an0r..n ml• V p Q sOrtufortror•Was.winos ono 1 ;nolo* 1..Srr wHarotlons 1- •11 H101s to.u... I7-f for ,..tall Imp an CS. SSca.see ata.0ara V S. nos*Ars.tfo J..nta. All pose.Deep 0.1...Mnl.Mall be tr.stur 1 ..Iorod to.Yp.rf 00 wt 11 s.. CIS 151.Or$500 . S s as IuSI...ea. Pot.email w•u00I lea trim west . -. •Uro ions o ante.in tf.wand.. _. Z •- Q nr sal,111 wria.•e roc o 60.... inane Iarlro• rf•Cfi.r•prol.ct.area of .6 eau.-.A Te ,mise digits Conc....lro Q O A. calf.Deet:,:r. .rcror pp,t o•.Hnll•s far mtlaral 10011+.0 solea 0110 .•M see.Oa toe.. Mt li I Z gran. W.letter 0.0t.trw of IAN, Kbete SHEET I of . ., r-Trmel.r.ar gar., are-sow awe MINN.ri0pcant N iruo Por•.stone. 0,1.1v Oar.0.10. Cl . - If 01001nNa poles ere ort0t.t..>....Ir., ...ran.... rapes prat•i leratn 01 07071 eon Ayof T}rlyyAdla7 N C. wtwiro aplYe 01 by 5f.oeparwlr.'w 0011 lee.Wla. f 1 f... F- .. Ica,all f tr.r•Wiri a nt. at•.mors Tar op •of 1 pont deal.....ter fol Iwl.. - cf Tt N Q Q a, .Malt..•poles.x011 w fabric.rd In moo' • •olin`Structural eel..Cad.-Alumi.awi AAS 01.2. -- 1. ...or.l•cal•.ether.aro I use ..a. n:pc 0.o...ply and a rsleat to IM...osawf.Ia 0 Mei on OM.i notion In foe.. ...In. p.a fry ft wOul..n..lar pal..«tattle.este... WAY Z Z 0 C. So.1nae roles May I w�Ipsetrd t Ing then at51oI m wyla., a.supra..by•M ar.glM•r. , RO a Shot.tat•oor.a.n.r.011. f 1ra m(Allay r5q0 0.434la 11 .00 ter.f.4kI•Iron...I.10.1 rutins, «!•- In Li D] I- 5000 .see 5771>r7At Allay.0t. IsiTii eros Altar 354.0-0a, .STs attl.mar..tea .1 so r,.tf • WOOott., reel ILLUMIN ION Li roar rl Wtw� AST".7.NI 154.0 11!isir*STY 16,001 15..0-00 1 .rhe.IrrrpSn lur aaubeal. ITV.!1 far Koren ton 14ID11►1`KL`W.. U are.ad' m part.r.' fent 41 1 100 - bawl Lia>050"1622itil Ian.005-is. 1l��.rix.3.3,-••'Mt.001 fin appal Ilea/lona Mown o. POLES { Walt Ara.1 .STY 203 A70 .or Li toy 10.L1.• 1110111.1 Ont•I o.o.. rl.rw.ala under 1M N D P.I.Cmc iASTIA n..7St A,,Or • 0 N07 *Ski S aloe O..7..1 )75s.eless t d.so'.1 Ir hint Sralnle.Stew Al 300 tea. Salts tMlOairo into 0 Irv1,b raw Mol os •.tea rico tee pow 110.1 ILL Ass["TLP an[P sal I RIP(1 -1( a L., !k" mil-.1••caap.fa.0.01 -5001 CoepwrNl. Iv-motet Sx>•..n ♦rM WO p.m..f 141401•Iden .loot 1. 111 oat, foot reo1.ale i.or ler... I. 0tH,scoot I...1 tot other 0. 51041.1..i Poles n armi..tWel trea.....•.roll.car 1ns reauirr..1s r,0rn•I.Mw•IP 1. No.Heeawr.In two plm.. TSM moo" .,� los f.wHw! I°^•ea - a.. ' S Pima. re.,0 res.dei ..�. lest IHtr 1.11001.the type00 Iter W-Petal Nollw,--- ---" sow Pr..wr•5.1,.1.--...-. �' f� soy S."1 a.Orem!.S.itsf 1- - stir 54of 112 WOW 691111.6 011 •.._... Lillis_ • • CONSALIN 5 smarm mo +17 r,00 1,42,51;TIZI4 kfr.rt.$21 _ gil MATERIAL • A ):1'w . IOUS. • g .....12tPej if it - ' Soo Polo To0 fetal I, . r as.. 5.Pole -6 Top Dotal,. ....„----o-- -3-- I•.--o See Po. t AST. MIL .......47 .2 •,..„...,,Za.p.tflog,. i COMPCIMEM7 Ural frf •••„ Shoot 3 of 4. -.„:",....,,s .0/ . 2 - Sheet'. 3 of 4-,• M. /4.•'''' - 11010.71. ,K.,, IIIk i .? I - I .'''''MD, vtir ,/ ,/ • s**ke'.s t AI/ • t A572 Gr so, 45115 Or A. 41011 1131.43 4270/13 1 1 .*:k6t 2 • If elaki&4 _ 1 1 *-:t.-..: f' . .4_44_ ylit • lor • r • ;IF or 41000 115443 1 = I.- .,. k,11 • • V- •-- Or 50 CI I )8.372 1,50. or • . -Egg 1 =tairgr I SIMI.Arm 11,17.014101r Ile lot.atel Patrol*Fro. hos 36 0 § !PA Cannwrion i 1 i :/: .3 ri! 4 il 7-0.4 Corinw.l.lotto A323 0 02 elk • ^ Cr§ iii 1 1 1 i1 F1354 Or 55, 55 P.IL ) 41 } I I I I I S , Anchor fol. 4193-117 or 4311 loS r; .I/tIl i 5I•i1I, ,......4...... __rt'1'.--.-- MIPaolilnss . ' IIlt IIi 'blis to-60P3 lrr , •1.1,-3 iI1d i 6fr1a41m11.0I•111 ' 11X4"eift A36 SC12..... ; I 10.00.4 03 -4 . i:tC;l•.q..1..' --T. (''' an14 •< t lT . . 30 . os • • Mats .04111 uts •;- l 115113 CrOr OM Wall, 1 I I 1 i Sttoet 1 of• - --, !It Catall I 3300*t S of 4-, , I Flat worm, 0430 i `qt 1 a 16 -Ci A x T in lertnrortul••=fr In ASIA 0121•• b.j ,, -,,,, ...Shoe lloto I ' I , S.Troneforwor So faeeplate Petal I. Mort 4 of• - 1 5.Came. iiiiiti) traffic farrier ._.6 Orr..walls.ae mhwn ot Gan... (._.• z• c i2::2 . )• Ilaseplo.Dotal I. . ' Some Weep.. ...- Trafflo{wrier Dote tweplato de.114. tr) t g 5.0•of• - See Trcrtforma - -irlose Ortia I 1 il. I - 1 _befoll 4 WM,04. - • g t pi -- k, , , ....,•of• • She.4 of 4 ® SS Or SO on De wea In II.of 1 M s . ' II'• ai.,,,,, r Ortega Lighting Soo Snot 110.Anonor S.trots...lase .1 Il .: . 1141.6„..51c....,provl.ncloa,..mo,imatarr....mit:timmeotor,...,LAs s I!! • (atoll Itiombod.el Molt issombly Detol I, Shoot 4 of 4 AnWar bolt Asealbly Detail, of 4 '''.rtob414 ••41111116- - 411:1 ---110....•"..P.'"'"irsr.rblely•nd•••TrOirta."11°I. Ma.4 of 4 POLE ASSEMBLY FABRICATION Briar.1004.ted i Growl 11.1•11.1 . - TOLERANCES TABLE 0 § - ONCRETE TRAFFIC . -"""" SHOE BASE POLE TRANSFORMER BASE POLE B -•IER BASE POLE out/410N 1 TOLERANCE E .i• '-' I.- n1.0.eft=We'ide plow •Irr.-1•16. A SHOE BASE POLE TRANSFORBER BASE POLE CONCRETE TRAFFIC - IRS BASE POLE (CSB/SSCEN of blip f1.1110 plows 0.b.of Inside pie. •,nr. •Irr Lula:Ors ..... p., D.1, LAM nol re .... r. Pole 0.1Grt 11114:: saw,C101.41w moment or ot ig,fitting piows I .112"In. itlamor DiZrt. 1.14;th Thus... Y.. 11.2"1.2 Nom. Dim.. LrAin Third.. Moot. ---a, '- blase. Olootter . Woe.. Hir IIDI (IN tiro 11-11, 21,47 iln. I liTh Iln) llit-ftl 7.47 • I rip, About 2. P0,9. raft dlomoterr ot.r of.11 to 1.1 . 43416r 0.1*of r00330 144. 20.00 1.00 4.90 15.00 0.11. 7.1 20.00 7.00 6.11 .50 0.11% 7.1 20.00 9.00 5.71 43.00 0. 10.3 13.4 I4I I Stralohtneto of vb. s1/4•In 10 ft 30.00 1.50 4.00 05.00 0.1114 13.2 30.00 7.50 4.21 • 23.50 0.1136 11.2 38.00 0.00 4.35 33.00 0.1190 lel 20.8 7 , WI.In Merft 4.In SO ft e( 11.00-31.00 6.00 4.WI.54 211.00-34.00 0.1198 20.7 31.00-30.00 6.00 4.57- 46 14.50-30.10 0.1194 10.7 45.00 10.00 4.45 41.00 0.134% 1 30.3 ,-.... g Perpendloular to bastplato 1/11,In 24. 3d. 40.00 8.50 3.60 35.00 0.1196 20.7 40.00 LSO .$1 13.50 0.11. 20.7 u r•••••.. 30.00 10.50 4.20 43.00 0.1116 30.3 SO.00 10.00 3.41 43.30 O.I 1911 10.3 0 a...on ram.. We Location of Attadamme WO L.) •- 1,/,711.6,,oordri to 2001 AASH4d Standord Spool= For 1,./.1.hel• •bet..441004 stram In Mt All poi., ...cop.Trmsformor Oa.Pol. Mali no.004 - Z ,••9 ‘tr,c i +MI..400 1.4 Olonoter ond Mnickne.valuos for bolos.1.re•Inforci.tr.0 and eater. 100 pol. bolt hale 017o7W2 tl•ler ma Traffic SIsmal•on:tfrterio Spool-IV:Alan. 1.IW M.Iwo.porianteel on a owe..0030310 barrier.band hot.Mal I De 3-3.00*Gt.wind Speed.0.11 110111.113 3 1.14 210* placed 00 41.1.00.ma.arm sale.oTherolot not.on 1 lal factor. •.140l4000.foot.of 0.00 is Mall.. 00100.• • sloe noted, 011 steel parts snail Do Ms pl.s.Far pot.oat .ono oanbrAte iraffIc barzier SI4EET 2 of 4 . ,-, 4 4014,4+ff.•1nd 444.441 to a 05 ye.reourren.10000,01. wits.•• In occorrinct•1117 11.445, •Golvortiring.• with csa limb..fl haul.I.shall be loo 1 t.., Desita ores 114ted In tabl.ossuM Dome a, agrees from lutInalro artis For poi.ow...0 L-4- ) lii p wIe I.lor.1t.7 25' Wow ndheat rand level. r 15tt•I•S••••"b:s$.2•1..onoI•'•irtualIarreonn•olarr.1:74 °ono..troff lc terrier.113 two IwInolre wrim.all hol.Moll Ca w ate sale side of Its Darla-. as Departowt of TronSportatIon - Deeign 4,....4 to mum.,I.It• Nominal.most ions.011 bwe 101 mina.perostratIon. AI I .101. ••••• nutria CipwlfPaN5 Thaw 1--•'C'':(ft o 3 awn arel 1.1nalr. Dealw mart tor for a 00-powa shall be In accordance with the 4,131•405 Structurril The 0lo10.1 pole Mall In.a micatto. tall°.finish Ore. luminalro havl®w otfeatire proles..ar.or 1.4 Moldlno Go.01.3 of pits,blittros, or eller Safoote. WO ..ahloped. same feet. 0,4.00.0 Wrap.wit...wan on polossaulzaat RI,DWAY - c4' 7.-oection poles Icon.ix,:...Ir.v.forenti:4 1=1,.111. or.Mall be rewired In awordance.30I an 5. fabrication.al I be In woordoree rift,The Speolfl • .4 .t be Pormith,d,unless •Dolvanillres• ILLUMI .TION 1.0........ and•Ial/to detail, datmelons. rstd.1r1 pr... Pol.soy to Male..In 1....cm and ti•10- CO Mosn herein. 0.000 e1.4l4 Mp dal.*for r 0c0oar1ed by Me la-Joint arlimel304+o•eatt,ns oltTh0.411e, dim.lo , 004.10p• • a 1 =eerfr:lo / : :13I IlsinotIopolo as04401144 fboat. n 00000 • • ""•71 ••g•• th: inr11 !* POLES a r..1 30* horein. Veld roferona.colt far.••• • • id ADDENDUM NO.1 istaoalree Mich 1.FebrIcator I..••al.pole to •i.rnate material ewal to or lattor Man material RIP( -I I 1 feria:Mon. Moter1010. famloatlon tol woes, wa speolflail may be labetItut.1•Itn Me WPror0i 0,ro ATTACHMENT NO.5 14 ="1:49Z1***17N141 ."14, , 46.44.:::4' 4,44, rflgin.44. _. 107 411.4s1 MI .0M Mr. mg. I 10.3.17.41•442.=• limm=im ...... 6 1 der IMP10.1+011KOK00,alms... -1130 Malin tho Lt loofa And tighten anchor bog., stn.erecilre Mot ' SHEET 16 OF 18 toiertme•emara 1 II obtainable nartsai fabr!cation bora pole*old concrete trot,.barrIer b.poi., in i proct I.. 00.24101.•I It,Ito.449, 'Anon.Soles. Or 1 WEI 55 a/ Ili_ FM' .. IMOD OMNI IC §-----..5 i CITY wow Liam_ • comsuou rs PROXCI NO 1571-500 ri 7i ,can<_wrI_m_•. Pole Top Cap To b ARM ASSEMBLY FABRICATION ; IE.sc E a;•rm aoetlnD / J._ TOLERANCES ABLE toilif',. f0TOLERANCE ,J ..._.• TA eii ooainnpp DIMENSION r "7/ f4 1 2 alrn Alloy Na.]l. / pa• /" ;I.. /� r --- �.c IH:A•1 or•IMIM '/ ST„ITv�Steel OP.L 1. WilarS Ejrii I]Rod'dl ...Am elw •1 1i•'In 10 ft 2.� s-- •rte 114011—wsl� •as I /=i I strut c F. Y NI, 6(�.-ft win.*sr.'," Yl• ifig T' Overall 1 '•�yii�.LLauw .we .ctO�R e.Mlw '�. .r Hoak for t Ti. TMI .v,-Ins• 0 i I('0.0",°. O''I' O.IN. . —h•h.:: •Ir,M aM Hoak Ino .A I/Y In IV - ! F h ma Cwwrclal, Lab i's .7 Orel.Na,walled e0 .In I 3 E:� _ x'"ttsn x'• �/ :w aK•red POLE TOP eon Dole six Alns• gr- sl � strut looetlon In Mi'' o .j�.[y����.'j;j;!! eru«ars /^ �}- S /J�/IJww./���/••• AA,,--v-0A-1 �gId1A I W toib AY/' .[ ^ NI �w s "Y� MI 10 Tlp lr t � hi /� t` �1 It:SCN•O►Ip. ( .�' A�.z 111' w r \ /I.ed�lalnlew s+«I E .Rq.• 4 L , i ADDENDUM NO.' s vl Ig LUMINAIRE ARM R. Dpi ATTACHMENT NO.5 :� - la'man`a..r SHEET 17 OF 18 • t MATERIALS Tye/ ` /:- - Zit'. u a LUMINAIRE ARM DIMENSIONS _ c to.tizi >.r.s•.P... ASTM'j7 o- a.♦ns o- .so. w ffi t. Ar -o Ara lenatn 1 1114. ♦570 a IOxl�.ar Aas IAr. !td ELEYATI• SECTION A-A •S01 451 or♦or e,•so0 Or /J�'{CC Q c �._D. s•_s• 2•.6• ♦r.rlN• sm,A 100 Nsus•r D.so ®sny of w.wat.ral.IIAtw for plates soy b u«d 1�`6iN1-3 X W £{, AI011 NSLAT-1 q'S0® Mani .for•tb trams•do rot exalts o particulcr ASN tf c'-0' "-t' S'-c• Ari Stylet•ab ♦ SO®, 0eA1 QIa11� O ti Q 1=t .-0• 7''c• 5•�• owa,t r1eNe® ASTM A5c,572 Or or A5e• forges; w _ (S)/.576 mot b all t*I.lar ml 2110 sent �r '.� 10-0' 9'-c• S'•c' .._ MI ea. AT1N declafelloo d r.ted Inc..•owlet le 40 eco I o2 c5 RAI. t&Wax yield of O C } 75 Icel. owl•IoI i•sty loi In 2 5 RAI, et n Nr yield E 12.-.0• 11'-Y S'-d• i .ST., Alp000rc pI.•s-l.tP.022Nyloll NSl.si 0Orerlel,.. y,•Dla. I YA' V �� �:lolflm Ms11Mr mad. Out Ylall rror Iqw l«. n / Ake Solt® y•Dla. Nobs• IeolaaNG V p r� • IM/2 lopped • Dlwo.I.ol II.Ife ve al..n to doe acceptable O 3 ;. • Inroads- .' ��1 O yr•.plm In Gra Al of 0 1mrlWrx•.sr.Wctlan '• 12o1i•In ror-o•• ,•% of a particular 0.1 ,toll t...11. * MINIMUM*Mitt specified to orm ... r reedy_ ®loan 1•s111pIN r•mno shall b Aappued •� :�- each Piaeol to aaf x toyed o shall a tt. --��` ••'loek•a.eAr® — s* riled. TN Dolle old look wl✓rr• • Wm/PMibll b ewrW to N.po 1..IM M.atter y. Ar.%Moles LIP- ` rl shall b.Itw d to 1 roe In No blob. X. L♦•x�!".. ., u-T I rroaaed yrlaf lora In ars sl•pl«dimensions w ♦V ' _ dol.s1,D1N \` w ®�M.101s ma+b abltted to tb D•••rt•wd ]G 411. K'Inn---r" -- F- a N oueeet elate ZIPPER SIMPLE ITT MNG I Sl.'birelA I�Mb*.ar•no..e m o.•uiNl W O O IP.wt rot tar e1QIty1 2.Ora. spore.. lu N SECTION C-C POLE SIMPLEX DETAIL® 1~iT=N z K•Pleb I y' SHEET 3 of • Al O N I- E �s an Solt y �"In 9 1 NI klzr,,,„,..+ 0 0 0 , %• L.,-,)--,7,--.Tap 1 _a ��p.M♦. +�•' ® r__l--.I I I%•clad wary,. Toms enkpwOay.D.,a^eNsaDrronm < Z Q E�f 0 in p ii �/ �;1!• -Lock.a.r+® _x ! aft ILLUM •TION I `C� arm 51•4•••• POLE ,., — -Polo slob. RIP -1 1 J W ri i SIDE SCION LONER SILEX FITTING -j`'�i„� '�I �� ' rm iGw.«not•local for civ its; -, . I —v SIMPLEX ATTACH. NT DETAIL SECTION B-B ARM SIMPLEX DETAIL® w'e J mr� a sNTII sa_a _ _ CDNSOl*Mrs PA0YCT 10 7327-SOL mar Marr.7 irOMIM 7•••.,91131 i 111 Na.,sad Bolt.•IM looms DOR Approx..•.11• \ !1! '� �_- Lp_, H.H.eat,riot Wash, •' - asher Eptee \ N.V� �Lwerrr, •Connecting rap fait Door ��••: idi k�E `^l' K V't..\j -rnl.. if I�., .��. V-1 j• K' q.e./ 2TS.Nr r�/r• _ . , - (a✓n'✓S 'Y {Øi ions ■- s••DN•11 d '�'`` Y_[ \.. Trooromrr DOwIiMM �= t 4 7 "- . I O L%E Dwe1NM• ea«o.tal l LI-2 M~a Ywt Orate) eV IV p� lees `� 4 ;II l IX.71w1. alli • �Ol�DOi J 1- IRtl.IFr. T 7tf Lp ecH cl.cle ti loll ural.— 0--i- ----(' 1r-ism •' r� OMNI!•• FL• F+ili --F.Yat Ars so _�(Yost Arssl., �` .. m K I Oranelno 7 �: Eai Pcl•eons /ole bas i, �- •_ w�l TOP PLAN ELEVATION �DTTCtl PLAN B _ 1 ribiSilli � - ._.._.• 120,111 Hold-aelw WNL.d •.- t _ -- Ila. — ` it- IiI E 1�Iti1. .weer I~_ • cila..N--._. I -Am11M•d or `..__ TPINSFOR.ER 1 111 Chamfered - loaOxpoh�ar BASE TABLE �AEa E« e SHOE BASE Chamfea TRANSFORMER E°^�• CONCRETE T' FIC nPE �°` �� ill BASEPLATE SE BASEPLATE BARR ER BA AS_P_ATE A s• �, 1 1011Y .et Car•oet SHOE BASE BASEPLATE TABLE TRANSFt' =ASE BASEPLATE TABLE f ' w [ONCRET 'fRAFFt[ BARRIER l IS• IT'/•• i 1- u _i rteD CrINS ( Tesrn .13""" 7100 MOMS CIO sou+AE rxln 00.1co170 a. oa� 17EER 0 TYPE j BAS 4ASEPLATE TABLE DETAIL A DETAIL p N A I'i•' 0 IEI/9Rs a A 070.27 070. A O10. a 10 t Br-79• is. ' u• 1 K• I K•1,1 iD'-la' 13' Ir ,v.• __ TRANSFORMER BASE DETAILS - • 40' IV IV I Y,• 1 Y. .o' IS• Is• 1 y.• I l/f• I K' a +• rs'/.' ,0•.4' r U {` 10' IS' It' 1 Si- I K' 50' IV IV 1 Vi. 11i•' �Y,' I �� 10 V. re U' Ira Y' bwortino Told*.lotw•n lta•a Manse In tn.table,uee Po.ala..In L 0 ++=� 'y.•fl frac.ta0l•for Me lard.-..aa*Ina 0.1401$. ,00�' Eli tent.K•Tnlek Cla all brCase.atoll met Ma breakaway r.Wlr�,t.of M.:001 i a k C.yl 'E Atonia-brit(A.0.1 Dl.. tditivl of ter us410•Standrd Spcirloorlan r.'Sfrvutoral SwparI. ML 7 0 La,S ADdY brit IA.D.l�l II 117- f•Anoar bite.111 n far NIs.,1,oeOr�S�IOY,LoOnalra aha Traffic Slaal•.•ad 0x11 1q+•MMI !F6 YIn1Y K•Maki_ - YInI1Y1l/.•micA. _ 1 1 M 0,1st riot OOM7R. u^A tna b-ora Ir0x d IR71I�».tall love been•truefirel l] _—a V~o 111 u147O. Salt..tM � ! ' 1,7 k.YsfM Of tot, �}•.� O 147 Anchor l t.IA.IM _ III x.M. Mut. 11 LOM / TT 0•r Iw1.•4 •.g•1 Ir. ' Tratofarwar boos atoll be oat Ira.olunllun. 0513.non R u4 Alloy 1 I III KM.Mato IPI►101 ea.hsr ad 11ti P. OalvamlyM t I]. .alar•and 1{1 Loa* / �'' :a'...., sic.0-TA, or oltrr ether tont 100 boll Cr fir Eralrrw. ray to.T.aa I E Maar-Of tp per belt Mold-down.air at rap Mlnleew. •?Tion, bolt•wilt far 11.11.IoM•,reef lock wMMr•. Iain riot rentor.. .M Y- •IMmOpM.d Oa,v03lt.4 poi-ole.IM boner at MMqp .tI aameeflrq and hold-don aaYwr•a recommended by M•Itasrfaflfa, L31 * f t1,. polvonliea at toast f y.'. /{/ Y.•t.lpaha la•d to AVM•ISS Ela.[ 0. or Ffl(lone 50. Moll M provided V :11714.4. Hut.. ♦• ••115 each transformer Dao for aMnaatln0.ns to bit.0a11 boo TMp1oN-1 T.o,l al• wig•bottom rut. ASTM 032E or apRova.dal. Yytt Mail M ASTM ASB]groat DM 3.7000 11(•micA _ to bottom template galvanized- 11/14.14. minima10202 Tutee e' . 'T 43tianoaf each _1 Il.•DIa. •' I {meet Moll M atap.0. Pulsed a by other onprowa p•rMarrrt 1 '1 1' - moo.prima tc Mona fabricator •non a lags, ab coast Tues. 111x.11. n Tis tack Ield.K .uf•, tone •Yl. !_ lair MaI. Such Infora00..Mall M pl o.d Ina renally own location, laid.a :..I IId•bottom at on Id•bottom nut oat.ld•the ban, Put Mall not be placed on Po door. on baffon faptat• 13 bottom f•lpl. / y I]Plan.a•won I I] la•of ,TI Door•far fros•cr,2.base.Mall b soot of Olontic, fiberglass or ' bo.ta.Ml -Salt 1. bottom�) ' -0 DDeplf tlrole '� alto.-nal-natal Ila aster lot approved by no roplroer od Mall . DIw.M Ire r Cantor antaa.01 0IM•falnl•s•steel bolt..Troofor�bases Mall 'a OD•r'mrd �-f-._ w ol•ard$l RIt Doot olMlrq after I0. trWMlwr.• bCIr 1f100tlan ov d the Manufaleaned h S1 of last ononlo2 Moll M/1fnitrod•IM rti/loot o X DI S mw �� _-� Contsr DI FI• �' r TEMPLATE bows. int 0$.*0.emrl tan Mall•for 111•MIp1 alloy and 4Mier Owl tt'at U•� (Wilt M.pon0 Mot.Mase Too duo M•. Mmalal alt phallic Ta .-O 'r g ♦Ifiaatlon Mr1I alas a o.tns sola mal abalaalfoPater W U O O S CONCRETE TRAFFIC BARRIER T! f otIng. Sore Tarshall 111,,,:a'D'fea lrM..1°a„d movable n 'o Tara 5.05'material I ZQ NI (QOL _•MOW PO/ �'•1 Ea Maw Dolt N.1 -� BASE ANCHOR BOLT ASSEMBLY : INF (/T= W Z DlalalM - Dlart•r ---FH Mol•Ola. SIE.ET t of m It Noe••a W O N < L clrou r To¢IOM) Swore Tom;.._ �Ireular taOlat.� She t i$t•_ T9XOs OgDor/7alr/d TTalaport�tm m`F N A y Mv:taw Balt reep•af00 reed non*w dal ADDENDUM NO.1 SHOE BASE TRANSFORMER BASE soon a Hr'ar.r"r.' N o 0NCHOR BOLT AS BLY ANCHOR BOLT ASSEMBLY ATTACHMENT NO.5 ROADWAY =o 0 ANCHOR BOLT FABRICATIOP SHEET 18 OF 18 al in L m •--SHOE BASE AIKIgR BOLT SLIMLY TABLE TRANSFORMER BASE ANCHOR BOLT ASSEMBLY TABLE TOLERANCES TABLE ILLUMINATION m...Ts ti ipc EM.MOLE DOUT NOLs AMINO D ?OUT CTP MOUE DOLT OM DIMENSION TOLERANCE POLES N S MIIONTS CI04E NEIOMTS OII� SGYRE ,_ - DI a.PIyanR DlA•E:TP DI.ACTE. Ola. DI tYETEl1 DIMETfM LMgM t K' Yo'-]!• 1.7 u• u• I1• l3..• 20'-]l• I- IV ,.• Ir l3.•• RIP(4)—11 w ii »rood.a length I K• i w Aeon. 40'4 SO'IK• S' 14 5,.• li V. tIV• .U'-SO' IK' 171/• I/P. 1.y• III.' 0.10001 0lorgth llf-eWlr,dl -K• . �,�lr�L•�-T� _.____ - ..iD2#. e. Si ... mar w._ .w1. [[-a yy _ AMID MANX Pa 5 an'440.ECI/ LV100.y 41 00 9101 ADDENDUM NUMBER 02 Project: Santa Fe Street Project Number: Owner: City of Corpus Christi E13100 City Engineer: J.H. Edmonds, P.E. • _A Designer: Michelle Patton, R.E., averick Engineering, Inc. Addendum No. 02 Specification Section: 00 9101 Issue Date: 7/9/2015 Acknowledge receipt of this Addendum in the Bid Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Form may render the Bid as non-responsive and serve as the basis for rejecting the Bid. Make the additions, modifications or deletions to the Contract Documents described in this Addendum. Ap roved b : Michelle Patton, P.E. ,,n ,, • 1:54/914Sti/ Vg/ii F reti,p Name Date M*, le.. � .��:�;'���� /i c it V, Addendum Items: re 1r .,,SO 1 t 0, Revised drawings Attachment#1. 0 MICHELLE A.PATTOU 0 44-4\ 90252 icei iirosikee4..09.to tzy: Maverick Engineering, Inc. F1424 Approved by: Name Date Addendum Items: Addendum No. 01 00 91 01-1 Corpus Christi Standards-Regular Projects REV 04-02-2014 ARTICLE 1—BIDDING REQUIREMENTS 1.01 ACKNOWLEDGE ADDENDA A. Acknowledge receipt of this Addendum in the Bid Form submitted for this Project. Failure to acknowledge receipt of this addendum in the Bid Form may render the Bid as non- responsive and serve as the basis for rejecting the Bid. ARTICLE 2—MODIFICATIONS TO THE DRAWINGS 2.01 MODIFIED DRAWINGS A. Drawing Sheets No. 19"Existing and Proposed Typical Section Sta. 10+21.77 to 26+00.00", No.22 "Pavement and Drainage Plan and Profile Sta. 13+50 to 17+75", No.23 "Pavement and drainage Plan and Profile Sta. 17+75 to 21+75" were modified. END OF ADDENDUM NO. 02 Addendum No.01 00 91 01-2 Corpus Christi Standards-Regular Projects REV 04-02-2014 AMP p �o (7 IE ca = Lg Ail Ttiti_ Y\ 0000 ^� �l\L ':; • N. 8 n lvt Y \ n� A NM I�^ ~ n O D� I,I �_ m jn j Ij 110 \ rt M PrP - M m 0 ; 8F s m2 o m > - F i ucf Fi ,Y, _ f / Do aR � cN s o ma O h r us x �- _ �g a o r o CA ` z (j) z n \ M c, onZ� < =o ,\ = 1 z y Z - � 0 0 U u o u+#oi Tr --3 ct T 0000a� n > POS � mom $ � Fa Z a � � -n k 0�Z w p O �s2�e ro 1 16/30/151 JVG ADDENDUM NO.3 Ea+soll 1o. MIC I 1r OEY1vIi0I1 MGM9aN N0. as b 1Gsertnuox SANTA FE STREET �....y� y ELIZABETH ST. TO HANCOCK AVE. VERICK J�y,'�yi g's�4 $I`O (BOND 2014) _ GWEEttM3 wC.oo = CITY of CORPUS CHRIS.,& PROPOSED TYPICAL SECTION ys� ^� `a Vn g TEXAS � ° i �+p O Iry STA. 10+21.77 TO 26+50.00 Deportment of Copitat Programs ME,4\3015\I3])-SOU-CM Or.SANTA n:\I—50111111A1\SMEEIS\[[151WG ,ARAT 1iFGl SEGIgNDAV ftaf1ED BY:J0101 GARZA 01G 07/0!/3015 I0H0 AM lip 4 4 M T HLIt4E STA. 1�+50 MATCHLINE STA. 13+50 OP.CENTERLINE ELEV. . 30 00 yLT�s u } S �Iytl II E%. it T \ --1' T iL IN „O i II I� > CL+36b0 - I —V c'1 D D moo- 1 �I m< = � I E.p O .I � LJI M < y s �I R`oe _!I � Ce•ak I I I -v DKI z I sy 4• I { I� { n N I'TI d�r "ron -117 0 �i r- _ J6>S C136.50 1 $ap a ", s I I 'ti A p ,,o I $� e Ll_;�} E%.60 RF R MATCHLINE T. 1 +75 1. MATCHLINE STA. 17+75 I k mma = a 5. 'jig!8$ € R m p C, NCE^ m m2 Z m� m-�ixo °1�; =n L1� y5 n� i R: 0 no :� s � L- n ^ n S O .� n Paz y"= F „L_ L x T tion i p m W Z O r^ao nF1n ° 0 3 a �< 3:n 1� n N Cl N uL n v� :Jm c u� Nm oa O _ - m� m Z Z 1 5/ 51 JW I ADDENW4 NO.2 Ph61211 N0. MR I By I DESC*mft R3IBO11 11f1 00E Or OESCNP110h SANTA FE STREET ,...M ELIZABETH ST. 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