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HomeMy Public PortalAbout100_031_Demo 4 __14,1 I ADDENDUM #1 TO RFQ/P # 2013-643 - DEMOLITION OF MULTIPLE BUILDINGS This addendum hereby modifies RFQ/P # 2013-643 — DEMOLITION OF MULTIPLE BUILDINGS as issued by the City of Tybee Island. All information included in this addendum shall be incorporated into the RFQ/P. Proposers shall acknowledge receipt of this addendum on the Quotation Sheet submitted with their Proposal. 1. Revised Quotation Sheet: a. The attached, revised Quotation Sheet shall be utilized in lieu of the form provided in the original RFQ/P. The revised Quotation Sheet includes a section for the acknowledgement of this Addendum and any future addenda. 2. Asbestos Survey Reports: a. Add the attached Asbestos Survey Report for the Ceramics Building. b. A comprehensive asbestos survey has not been performed at the Squad Room building. The proposer shall assume that asbestos containing materials are not present at this building unless indicated by future addenda. c. The single-page Asbestos Inspection Report included in the RFQ/P via attachment to specification Section 024116 includes a line item for "Police Dept" and indicates the presence of asbestos in the floor tile. This line item applies to the main police department building only (which will be demolished by others via a separate contract) and does not describe conditions at the Squad Room building. QUOTATION SHEET (Revised 9/27/2013) A. BASE PRICE PROPOSAL: DOLLARS ($ ) B. ALTERNATE PRICE PROPOSAL #1 —SALVAGING AND RECYCLING: (Additive) DOLLARS ($ ) C. TOTAL PRICE PROPOSAL: (sum of items A and B) DOLLARS ($ ) Proposer agrees that prices shall be valid for a period of sixty (60) calendar days after the scheduled closing time for receipt of Proposals. Acknowledgement of Addenda: Proposer acknowledges receipt of the following Addenda: Addendum No. dated Addendum No. dated Addendum No. dated Addendum No. dated Proposer: Firm Name: Proposer: (Signature) Name and Title: Firm Address: ASBESTOS SURVEY REPORT FOR Ceramics/Meter Shop 80 Van Horne Street Tybee island,GA 31328 �5 • sur Alt April 24,2009 Prepared For: Tybee Island Director of Public Works 403 Butler Avenue Tybee Island,Georgia 31328 Prepared By: Life Environmental Services,Inc. P.O. Box 98217 Atlanta,GA 30359 Owner Information Owner: City of Tybee Island, Georgia Owner Address: 403 Butler Avenue Tybee Island, Georgia 31328 Owner Phone No.: 866-786-4573 Facility Name: Meter- Ceramics Shop Facility Address: 80 Van Horne Street Tybee Island, GA 31328 Dates of Construction &: Unknown Approximate Quantities 4,750 ft2 Inspection Date(s): April 9, 2009 Inspector Information Inspection Firm: Life Environmental Services, Inc. Firm Address: P.O. Box 98217 Atlanta, GA 30359 Firm Phone Number: 404-320-9608 I hereby certify that the survey and inspection referenced by this report, and the report itself, were conducted in accordance with the intent of NESHAP regulations, to the best of my ability and knowledge. Inspector/Report Author Signature: Printed Name: Randy Haney Asbestos Inspector License Number EPA MAP Building Inspector License No.: 10770 TABLE OF CONTENTS SECTION I EXECUTIVE SUMMARY 1.1 Purpose and Scope of Work 1.2 Site Description 1.3 Inspection Findings and Recommendations SECTION 2 SURVEY METHODOLOGY 2.1 Sampling Strategy 2.1.1 Homogeneous Areas 2.2 Analytical Methodology 2.3 Results Assessment Methodology SECTION 3 INSPECTION AND ASSESSMENT CONCLUSIONS 3.1 Friable Materials 3.1.1 Surfacing Materials 3.1.2 Thermal System Insulation 3.1.3 Miscellaneous Materials 3.2 Non-Friable Materials 3.2.1 Surfacing Materials 3.2.2 Thermal System Insulation 3.2.3 Miscellaneous Materials 3.3 Conclusions and Recommendations APPENDIX A Laboratory Analysis Results, Chain of Custody Forms APPENDIX B Individual Sampling Location Drawing APPENDIX C Asbestos Containing Materials Locations Drawing APPENDIX D Inspector Certifications SECTION 1 EXECUTIVE SUMMARY 1.1 Purpose And Scope Of Work The purpose of this inspection is to locate and identify asbestos containing materials (ACM) in the subject property before demolition or renovation. The National Emissions Standards for Hazardous Air Pollutants (NESHAP) regulation requires that before demolition/renovation of public and commercial buildings, an asbestos survey must be completed to identify the location of any ACM. 1.2 Site Description The Ceramics/Meter Shop, herein the site is located at 80 Van Home Street, Tybee Island, GA 31328 and consists of one building. The structure is constructed on a cement slab with concrete block walls, vinyl windows, and a metal roof. The interior is finished with tile or concrete floors, cement block walls, and wallboard or pre-cast cement ceilings. 1.3 Inspection Findings And Recommendations An EPA accredited inspector reviewed available building history then physically entered into each room at the site and located 5 homogeneous areas (HA). These HA produced 12 sample analyses with 3 homogeneous area and/or layers returning positive results. EPA regulations state that any material containing more than 1% asbestos shall be deemed an asbestos containing material. Table I. ACM Homogeneous .Areas ref ('er-arnio!\leter Shop Locate Type Friable/ Quantity Condition Recommendations-- Description Non- - - Friable ilk- waJC-I Waliboard/Jt.Compd. 3% Friable 950 ft` Good Remove it to be Various Walls& Chrysotile disturbed or Place under Ceilings 0&M Plan F f C 9x9 Beige Floor Tile 5% Non-Friable 1.000 tt1 Good Remove if to be w/Black Mastic; Chrusotile disturbed or Place under Various Locations 0&M Plan FT-? 9x9 Brown Floor Tile 5% Non-Friable 1,000 ft Good Remove if to he w/Black Mastic: Chrysotile disturbed or Place under Various Locations 0&M Plan Section 1 Page 1 SECTION 2 SURVEY METHODOLOGY 2.1 Sampling Strategy The inspector entered into each room locating and noting the different homogeneous areas identified throughout the buildings construction. inaccessible spaces such as areas behind walls and inside pipe chases were not assessed. Any suspect materials discovered during renovation or demolition in these areas should be surveyed by an accredited asbestos inspector before disturbance. 2.1.1 Homogeneous Areas Within each construction phase, the inspector determined each suspect material and locations of this material throughout the structure. This is called a homogeneous area (HA) and is further placed into one of three categories determined by the components application and use. The three ACM categories are surfacing materials, thermal system insulation (TSI), and miscellaneous materials as defined below. Surfacing materials include sprayed or trowled on surfaces (walls, ceilings, structural members) for acoustical, decorative, or fireproofing purposes. includes plaster and fireproofing insulation. Thermal system insulation include insulation used to inhibit heat transfer or prevent condensation on pipes, boilers, tanks, ducts, and various other components of hot and cold water systems and heating, ventilation, and air conditioning(HVAC) systems. This includes pipe lagging, pipe wrap, block, batt and blanket insulation, cements and muds, and a variety of other products such as gaskets and ropes. Miscellaneous Materials include other, largely non-friable products and materials such as floor tile, ceiling tile, roofing felt, concrete pipe, outdoor siding, and fabrics. 2.1 Analytical Methodology The samples were delivered to Analytical Environmental Services, Inc. (AES), a National Voluntary Laboratory Accreditation Program (NVLAP) laboratory. The laboratory analyzed the samples using the polarized light microscopy(PLM) with dispersion staining techniques in accordance with EPA Method 600/R-93/116. 2.2 Results Assessment Methodology During the survey, the inspector assessed the materials in each HA for friability and condition. This information is used to determine the response action necessary when evaluating the material. A description of the parameters is included below. Section 2 Page 1 Friability Yes — material that, when dry, may be crumbled, crushed, or reduced to powder by hand pressure, and includes previously non-friable material after such previously non-friable material becomes damaged to the extent that when dry it may be crumbled, crushed, or reduced to powder by hand pressure. No—material that does not meet the definition for friable. Condition Good—material with no visible damage or deterioration, or showing only very limited damage or deterioration. Fair—material is crumbling, blistered, water-stained, gouged, marred or otherwise abraded over less than one tenth of the surface if the damage is evenly distributed(one quarter if the damage is localized). Poor—material exhibits crumbling or blistering over at least one tenth of the surface if the damage is evenly distributed (one quarter if the damage is localized); large areas of material hanging form the surface, delaminated, or showing adhesive failure; water stains, gouges, or mars over at least one tenth of the surface if the damage is evenly distributed (one quarter if the damage is localized. Section 2 Page 2 SECTION 3 INSPECTION AND ASSESSMENT CONCLUSIONS 3.1 Friable Materials The NESHAP part of the Clean Air Act, regulates certain renovation,removal and waste disposal activities for ACM that may result in emissions. Friable materials are regulated under this standard and friability must be assessed during the inspection. The inspector is required to physically touch the suspect material to assess friability. The definition of friability as per NESHAP regulation is, materials that have a high probability of becoming crumbled, pulverized, or reduced to powder by hand pressure, or forced expected to act on the material in the course of the work to be performed. Friable building materials that contain more than I%asbestos minerals are considered regulated material under NESHAP. 3.1.1 Surfacing Materials No friable surfacing materials were identified at the site during the survey. 3.1.2 Thermal System Insulation (TSU I The following friable TSI materials were identified at the site during the survey. Table 2. Friable TSI Homogeneous Areas Location And Type I Friable/ Quantity Condition Recommendations Description _ Non- Friable TM-I Canvas Pipe NAD f=riable 500 19' Good No Further insulation;Above Recommendations Ceilin NAD=No Asbestos Detected. 3.1.3 Miscellaneous Materials The following friable miscellaneous materials were identified at the site during the survey. Table 3. Friable Miscellaneous Material Honiogeneous Areas °cation A ' Friabl Quantity Condition Recommendations Dsripti Non- Ffrisbl WBJC-I _ eco? atlboard/Jt.Cornpd. 3% Friable 950 11 Good Remove it to be Various Walls& Chrysotile disturbed or Place under Ceilings 0&M Plan Section 3 Page 1 3.2 Non-Friable Materials If a building material is judged not to be friable by the method discussed in 3.1 Friable Materials, it is considered non-friable. Non-friable materials may be made friable during demolition or removal and should be treated as friable ACM if damaged. 3.2.1 Surfacing Materials Non-friable surfacing materials were not identified at the site during the survey. 3.2.2 Thermal System Insulation Non-friable thermal system insulation materials were not identified at the site during the survey. 3.2.3 Miscellaneous Materials The following non-friable miscellaneous materials were identified at the site during the survey. 11 able 1. Non-Friable Miscellaneous Material Homogeneous Areas HA Location An Type Friable/ Quantity Condition Recomnnendatio Description. Non- - 9x9 Beige Floor lile 5%n Non-1' rabiabl e le 1,000 ft l Good Remove if to be w/Black Mastic. Chrvsotile disturbed or Place under Various Locations _ 0&M Plaza FT-2 9x9 Brown Floor Tile 5% Non-Friable 1,000 It Good Remove if to be w/Black Mastic, Chrysotile disturbed or Place under Various Locations - _ 0&M Plan RF-I Roofing Felt;under NAD Non-Friable 4.750 ft2 Good No Further metal roof _ Recommendations NAD=No Asbestos Detected. 3.3 Conclusions and Recommendations NESHAP governs the removal and disturbance of ACM as mentioned in section 3.1 Friable Materials. The regulations and requirements of NESHAP are enforced by Environmental Protection Agency (EPA) delegated state agencies. These regulations affect the building owner and the removal contractor. OSHA 29 CFR 1926.1101 Asbestos in Construction Standard, regulates workers and work areas. Work area requirements are defined by OSHA 1926.1 101, according to the class of material that is being disturbed. OSHA delineates classes as follows. Class I — Activities involving the removal of asbestos containing TSI and surfacing materials. Class II — Activities involving the removal of ACM, which is not TSI or surfacing materials. This includes, but is not limited to, the Section 3 Page 2 removal of floor tile and sheeting, roofing and siding shingles, and construction mastics. Class III— Repair and maintenance operations, where ACM, including TSI and surfacing materials are likely to be disturbed. Class IV - Maintenance and custodial activities during which employees contact but do not disturb ACM and activities to clean up dust, waste, or debris resulting from Class, I, II, or III activities. MI ACM identified by this survey should be removed as OSHA Class H materials or placed under and Operations & Maintenance Plan. Section 3 Page 3 APPENDIX A Laboratory Analysis Results, Chain of Custody Forms lie •A ANALYTICAL ENVIRONMENTAL SERVICES, INC. ailes.illa -1;1\\\{7 ifek• IF-1 11:647.,1 Bulk Sample Summary Report _ - tr -4,-4,- Client Name: Life Environmental Lab ID*102082-0 AESProject Name: Tyis-Ceramic/Meter Shop AES Job Number. 0904945 Project Number: Page I of 2 Client ID AES ID Location Asbestos Mineral Percentage Comments CIA AM CR AN TR AC .......m..■• --- WBJC-1A 0904845 Wallboard I Jt.Cmpd 3 : NO ND ND ND ND Paint included as binder 001A 1 ' Layer 1 WBJC-1A D904845-: aboard/Jt Cmpd ND , ND ND ND ti li ND - 001A Layer 2 I.- WBJC-IA -10904845-Wallboard/Jt.Cmpd ND , ND '- ilND11 ND ND ND 001A Layer:3 [ ' - l',51-1A •6904645- r ND ives Pipe Wrap ; 1 ' ' ND I ND ND ND ND Layer 1 t . TSI-1A 0904845-Canvas Pipe Wrap ND ND ND : ND ND ND 004A 1 1 . Layer 2 ' TSI-113 0904845-Canvas Pipe Wrap ND ' ND ND ND ND ND - 005A I . . Layer.1 i TS4-113 0904845-Canvas Pipe Wrap ND ND ND ND ND ND 005A 1 Layer:2 Tal-1C 0004845-Canvas Pipe Wrap NO• ND ND ND ND ND 006A I ' 1 I , 1 Layer: 1 f - TSI-IC 0904845-Canvas Pipe Wrap ND ND ND ND-r;ND ND 006A ! 1 1 Layer: 2 / 1 I — Note. CH=chrysoble,AM=amosite„CRrcrocidollte,ACwacbroolite,TRetremotite.AN=iiniticiphylite For comments on the samples,see the individual analysis sheets. ND=None Detected PLM is not consistently reliable an detecting small concentrations of asbestos in poor hies and similar nonfriabia materlatit Quantitative TEM Is currently the only method that can be used to determine the 03fick*ve asbestos content cerfted by the signatures that the identified is Ste::7ta161 imbluteor Standards end T f Po Light (PLM)anatysisuntr the EPA Interim stnc1SampleQuality reProgram .Laboratory ID 177082-0,Alt percentages given are by visually estimated volume.All analyses are performed in aororderace with the EPA'Method for the Determination of tos in Bulk Building Materials,EPA/600/R-93/116,July 1993."This report must not be reproduced except in hill without the approval of nalybcal.Environmental Service,Inc.These teat resets apply only to the samples actually tested. — Microanalyst - _.---- QC Analyst: e•-•- --...* Elena Iva nova Yelena Khanina fail ;,,l' ANALYTICAL ENVIRONMENTAL SERVICES, INC. . N Bulk Sample Summary Report Client Name: Life Environmental Lab ID#102082-0 AF"ES Project Name: Tyis-Ceramic!Meter Shop AES Job Number: 0904845 Project Number: Page 2 of 2 Client ID AES ID ' Location Asbestos Mineral Pe rltage I Comments 1 CH AM SCR FAN I TN AC FT-1A 0904845-1x9 Beige with Mastic 5 ND ND ND j ND ND T 007A jFloor The i Layer:1 FT-1A 09- 04845-9x9 Beige with Mastic 1 5 ; ND ND ND ND 1 ND Black Mastic 007A Floor Tile Layer.2 FT 2A 0904845-9x9 Brown with Mastic 5 ND ND —KID ND- ND nb 009A Floor Tile , 1 FT-2A 0904815-,9x9 Brown with Mastic 5 g NO , ND ND ND ND ,Bck Mastic 009A :Floor Tile if :1_ ,__11 Layer:2 RF-1A 0904845-'Roofing Felt tinder Tin NO ND NO fi4D ND ND - 011A , Layer. 1 1 l_ , RF-1 B _—` 0904845-Roofing Felt Under Tin ' ND ND •ND ND , ND ' Nb a 012A ' 1 1 I . _ . Note: CH hiysotile..AM=amosite.CR=crocidoiite,AC=actinodite.TR=lremolite,AN=anthopnyiiie For comments on the samples,see the individual analysis sheets NO-None Detected PLM is not consistently reliable tin detedillp small concentrations of asbestos in floor tiles and similar nonfnable materials.Quantitative TEM is currently the only method that Can be used to determine the conclusive asbestos content tft is certified by the signatures below that the laboratory identified Is accredited by the National Institute of Standards and Technology for' 'Polarized Light Mtcroecopy(PLM)analysis under the EPA Interim Asbestos Bulk Sample Quality Assurance Program.laboratory ID 102082-0.All percentages given are by visually estimated volume At analyses are performed in accordance with the EPA"Method for the Determination of Asbestos in Bulk Budding Materials,EPAf6001R.93/116,July 1993' This report must not be reproduced except in toll without the approval of µlnalytical Environmental Service,Inc.These test results apply only to the samples actually tested • — — _ ; Microsnalytl4: � � QC Analyst: Elena',remove Velar*Khenlna ANALYTICAL ENVIRONMENTAL SERVICES, INC. 3785 Presidential Pkwy.,Atlanta,GA 30340-3704 (770)457-8177/Toil Free(800)972-4889/Fax(770)457-8188 CHAIN OF CUSTODY BULK ASBESTOS ANALYSIS Client Name: Life Environmental Services, Inc. Phone: r 404 320-9608 Address: P.O. Box 98217 Fax: i 404 320-9618 City, State,Zip: Atlanta, GA 30359 Project Name: �1 N- ryefaiit 55hdy Contact : Randy Ha ney Project Number: Sampler's Name: 1Z,0/ 4,,e...,_.., Sampling Date: J /p/ Analysis Turnaround For AES Sample ID Sample Location/Description Requested Time Comments Use Only 1 1,4jka C - r hi-Wm f Cal+ '-i 2 L++3--J e — I y tA U �' 3 114(rsc-- It- t~ � pad';-lt°r+e 54P• 5 TAE— la 11 (T'1 4 � 44q $ 7 ci j� ckg 1: ..t e +�6scr. roar' (4- e. . 8 F--i--19 ti c( ,t r 9 F1-0 L~' et - '" 1421 04• rc t t 10 FT- '2 ' R. rr d _ , ir - 13 i . 14! 15 16 T . 17 18 19 Relinquished by: r'"G.+.r Date/Time: i" 09 ,;o'• Received by: Date/Time: Relinquished by: Date/Time: — Received by: Date/Time: . 'FOR'LA US ONLY '' ' Lab Recipient / i Date/Time. c' ,7. Method of Shipment ? 4`...../14;7"5--- APPENDIX B Individual Sampling Location Drawing 4 x.11. ■ •— - '' iaaais aul4ll4 UN r ORS aa}aFy�almur3 ]+; --` � "?I'� '��i[\l yrY Off�I9AfAl�.[[.Sll3�T"� [ pueisr aaq,kilo AZI?:) z f Q CL I m [ cu cI w u Y., Q I- ! — Ci I An z N- f- P- EI a d I F 1— U fl 1 J [o Li LT I I � I { I C/) 1-1 u f— w w , L---] Q 1=1 z H APPENDIX C Asbestos Containing Materials Locations Drawing s.... •,fl YM1 'l IN rO' Ma�� ��.w . l 'rul llr 11e t I r(1}I M1 MIIIIMMI MI j.� N r 1 drllrti�.s}anyfier.Ja;�purIN.1.1E01.16-4;1u CO ur C O Z ' a--r O U LY a V) O U1 ,01 " r #t Are rye Or //./et"Iffr 1,4":/1110, U a jper4:10,, CY W 1- X Y � 1 'I' 'y, 'l I I"Ii'1'I:r'�' 1 1 1 1 1 1 1 1 1"1}J 4 Y 1 1 I r l '' I Y I I V I I l tl Y r Y Y l ' � � ul � 1'X11111 11111111111"/ 117'1"4'11! Yl['I I"111114111+0 'III" 1' 11V'11r1r14'Y 1'I'w1r°I^I'141'I'1"+11 III+1111X'z g 2, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I M I 1 1 1 I I I I I I I f 1 1 1 1 1 1 1 X I l 1 1 1 ! N 1 1 1 1 1 1� I I 1 1 + I I I Y X Y ! 1 1 1 1 1 1 1 I ! 1 1 1 1 1 1 ul 1111':"I 1"I'r'I'1'+11'I'1'Ill'!'1"1'1}1 1 "+1 lri,lrl I }- QI y1"111 I'11I1I'1Ill'I 1!'1'1'1"111"111'f iii,.;1;.;.: I � +° °111" 'i1 I "111'Ilr°111'1'1"1'111'1'1' 11^ '111' ' '11+ '111,111'Ill"I11'YII'I'1'!'I"1'Ill'I11I'Y 1"1"4"111"1" 1 H 1+ ilt " �I�I II'I"1'I�!' 1V111 °+�I�fjll 1111 " II'X � � 3 � Y r` S, 3, 0 c_vL' aL. Li in C in V) rn t.n v ur c g 4 o .d IZ d +, +- a' C CPC X a x a m u a, u I;rlri t� Li yip, J11114 or APPENDIX D Inspector's Certifications The Environmental Institute Randy Haney Social Security umber- 247-17-8575 Life Environmental Services, Inc. - P. 0. Box 98217-Atlanta, Georgia 30359 Has completed course work and satisfactorily passed an examination that meets all criteria required for EPNAHERA/ASHARA (TSCA Title II) Approved Reaccreditation and NESHAP Regulations Training Asbestos in Buildings: Inspector & Management Planner Refresher May 29, 2008 10770 Course Date Certificate Number May 29, 2008 Examination Date May 28, 2009 Expiration Date David IN. Hogue-Principal instructor/Training Manager ( • _ Rachel G.Mt-Cain- a Administrator (Florida Provider Registration#0001342- Inspector Ref.Course#0002805-Mgmt. Plan Ref. Course#0002806) TEl - 1841 West Oak Parkway, Suite F - Marietta, Georgia 30062 - (770)427-3600 -www.tei-atl,com 3 IC k �L-f'l':rf RFQ/P # 2013-643 CITY OF TYBEE ISLAND TYBEE ISLAND, GEORGIA Is issuing this Request for Qualifications and Proposals for the following described herein: DEMOLITION OF MULTIPLE BUILDINGS The City of Tybee Island is requesting submissions from qualified firms that are interested and capable of providing the services to demolish multiple buildings and site improvements at Lots 78 and 80 Van Horne Street, Tybee Island, GA and subsequently remove all associated materials and debris from the property. The firm or a subcontractor of the firm must be a GA EPD licensed abatement contractor as hazardous materials are present in these facilities. If your firm is experienced in projects of similar type and size, you are invited to submit your qualifications and price proposals for the project. PROJECT SCOPE The project consists of the demolition of multiple buildings and sheds, building contents, chain link fencing, concrete paving, trees, and miscellaneous site improvements. Asbestos and lead paint are present in the buildings and shall be abated in accordance with state and federal regulations. All demolished materials shall be removed from the site and shall be salvaged, recycled, and/or disposed of in accordance with local, state, and federal regulations. See attached Drawings and Specifications for additional information. This RFQ/P requires a Base Price Proposal and an Alternate Price Proposal #1. The scope of work for the Base Price Proposal does not restrict the disposal methods for demolished materials with the exception of salvaging existing windows (as described in the attached Drawings). The scope of work for the Alternate Price Proposal #1 requires recycling of concrete and concrete masonry materials and encourages salvaging and/or recycling of all other demolished materials. PROPOSER REQUIREMENTS Proposals shall be considered only from firms normally engaged in performing the type of work specified within this RFQ/P. The proposer shall be capable of demonstrating previous experience in the performance of projects of a similar nature. By submitting a proposal, the Page 1 of 16 individual/firm warrants that he/she is fully qualified, with adequate personnel and experience to undertake the services required and perform them within the timeframe stated in this RFQ/P. The representatives of the City shall determine whether the evidence of responsibility and ability to perform the required work is satisfactory. The representatives of the City reserve the right to reject any or all proposals. The proposer shall be an equal employment opportunity employer and shall adhere to any applicable local, state, or federal affirmative action requirements. PRE-PROPOSAL CONFERENCE A Pre-Proposal Conference and walk-through will be held at the Project Site on: Thursday, October 10, 2013 at 1:00 PM INQUIRIES Inquiries or other need for clarification in this RFQ/P should be submitted no later than October 15, 2013. Submit inquiries to: Doug Roberts at Greenline Architecture 912-447-5665 Email: droberts @greenlinearch.com SUBMITTAL PROCEDURE The City is seeking a Qualifications and Price Proposals submittal package (herein referred to as "Proposal" or "Proposals") for services equal to or exceeding the scope of work described in this RFQ/P. The attached Drawings and Specifications become and remain a part of this RFQ/P. Submittal packages not meeting these standards shall be rejected. Proposals prepared in compliance with this RFQ/P shall be submitted to the address provided below. Proposals and supplemental materials will not be accepted after the date and time indicated, unless such materials are specifically requested by the City. Mail proposal to: RFQ/P NUMBER 2013-643 Melissa Freeman 403 Butler Avenue PO Box 2749 Tybee Island, GA 31328 912-472-5023 Proposals shall be received no later than: Page 2 of 16 October 22, 2013 at 10:00 AM Proposals shall be submitted in a sealed envelope, clearly marked on the outside, to the office of the above address prior to the time specified. Provide 7 (seven) copies of the Proposal; including 1 (one) original Quotation Sheet and 6 (six) copies. Quotation Sheets (original and copies) may be packaged separately from the remainder of the Proposal (i.e. in a smaller, interior envelope) but all portions of the Proposal shall be submitted within the larger, clearly marked envelope described above. Signature of proposer on Quotation Sheet indicates that proposer understands and will comply with the terms and conditions, listed requirements, Drawings, and Specifications that comprise this RFQ/P and that will also apply to any subsequent award or contract. All terms, conditions and representations made in this RFQ/P will become an integral part of the contract. Nothing contained within this RFQ/P is indicative of intent by the City of Tybee Island to reimburse the proposer, in whole or in part, for any costs associated with preparation, submission, or presentation of Proposals. Price Proposals shall be considered valid for 60 (sixty) days. If a proposer is not selected within 60 (sixty) days of receipt of Proposals, any proposer that is determined by the City to be unlikely of being selected for contract award shall be released from his/her Proposal. However, the City reserves the right to continue contract negotiations with any or all proposers not released beyond the 60 (sixty) day deadline. All responses, inquiries, or correspondence relating to or in reference to this RFQ/P shall become the property of the City when received. All Proposals submitted in response to this RFQ/P, including all attached reports, charts, displays, schedules, exhibits and other documentation shall become the property of the City when received. The City retains the right to use any or all ideas presented in any Proposal received. Selection or rejection of the Proposal does not affect this right. The City is not responsible for any expenses which proposers may incur in the preparation and submittal of Proposals requested by this RFP, including but not limited to, costs with travel, accommodations, interviews, or presentation of Proposals. SUBMITTAL FORMAT The response to this RFQ/P must be complete and must meet the requirements of this section to be considered. Proposers are required to follow the outline below in their response. Responses should be concise, clear, and relevant. The use of photos and/or other graphics is not necessary. Proposal shall be on standard 8.5 X 11" paper, double-sided printed, with pages numbered sequentially. Limit Proposal to six pages (twelve sides total). Required forms shall not be included in the page count limitation. A table of contents shall be provided to identify the location of each required section of the Proposal. Proposal sections and requirements are as follows: Page 3 of 16 1. Letter of Interest — A letter executed by the principal of the firm committing to the requirements specified in the RFQ/P. Provide a brief summary of the firm's experience and capabilities in related endeavors and indicate why you are interested in this project. Provide an explanation of what differentiates your team as the best candidate for this project. 2. Credentials — Describe your firm's qualifications and credentials as they relate to the scope of work described in this RFQ/P. Generally describe the firm's experience and expertise in demolition projects, handling of hazardous waste, and salvaging/recycling management. Provide a copy of the following: 1) business license, 2) contractor license, and 3) GA EPD abatement contractor license. 3. Past Performance — Provide examples of specific project experience. Describe three to five relevant projects that demonstrate the firm's capabilities to perform this project. Provide the following information for each project: project name, location, duration of demolition contract (number of days), year of project completion, physical description (i.e. type of construction, number of stories, square footage, etc.), contract amount, whether hazardous waste removal was included in contract, and whether salvaging and recycling of demolished materials was included in contract. 4. References — Provide a list of five references consisting of past project owners or design professionals. The following information should be provided for each reference: name of owner/design professional, name of their company or organization, phone number, and email address. Letters of recommendation are not required but may be provided. 5. Capability to Perform — Describe the firm's current contractual obligations and the resulting capacity to immediately engage into a contract for this project and complete the work within 30 (thirty) calendar days. Provide a proposed demolition milestone schedule that illustrates an understanding of the project scope and demonstrates compliance with the 30 (thirty) calendar day contract time. Also describe how acceptance of the Alternate Price Proposal for salvaging and recycling may impact your capability to perform the work within the time frame stipulated. 6. Forms — The Proposal must also include a completed W-9, vendor application, affidavit verifying status, and contractor affidavit. Copies of these forms are included with this RFQ/P. 7. Price Proposals — Provide price proposals on the Quotation Sheet provided in this RFQ/P. As previously stated in this RFQ/P, Quotation Sheets (original and copies) may be Page 4 of 16 packaged separately from the remainder of the Proposal. Provide 1 (one) original Quotation Sheet and 6 (six) copies. EVALUATION The successful proposer will be selected based upon the best response offered to the City as determined by the evaluation and scoring criteria shown below. Proposers may be requested to give an oral presentation after submission of Proposals if the City finds it necessary to determine which is best received. Evaluation Criteria: Submitted Proposals will be evaluated and scored based upon the following criteria: Criteria Points Assigned Credentials 10 Past Performance 10 References 15 Capability to Perform 15 Price Proposals 25 TOTAL POINTS 75 In evaluating Proposals, the City will place emphasis on experience, capacity, and price. Proposals that demonstrate relevant experience on projects of similar scope and size, projects which included the removal of hazardous waste, and projects that incorporated salvaging and recycling of waste will receive high ratings for the 'Credentials', 'Past Performance', and 'References' criteria categories. Proposals that adequately demonstrate a capacity to perform the work within the stipulated contract time will receive a high rating in the 'Capability to Perform' criteria category. It is emphasized that this project is a precursor to a complex construction project that is scheduled to immediately follow on the same property. Delays on this demolition project will have a significant impact on the schedule of the construction project that follows. Proposals that comparatively offer a value monetarily to the City will receive a high rating in the 'Price Proposals' criteria category. The breakdown of points assigned to each evaluation criteria should communicate to the proposer that price is important to the City but will not be the sole factor considered in determining the best response. The City reserves the right to reject any or all Proposals received. The City also reserves the right to waive any variances from original RFQ/P in cases where the variances are considered to be negligible or in the best interest of the City. CONTRACT PROVISIONS Page 5 of 16 Contract Amount - Prices submitted by the proposer on the Quotation Sheet shall not be construed as bids. The City reserves the right to negotiate price with the selected proposer prior to contract award and execution. Contract Time - The Contract Time will be 30 (thirty) calendar days. A Notice to Proceed is anticipated for November 1, 2013. Performance Bond - The selected proposer must be able to provide a Performance Bond within ten days of a Notice of Award. The Performance Bond shall be 100% of the contract amount. Payment Bond - The selected proposer must be able to provide a Payment Bond within ten days of a Notice of Award. The Payment Bond shall be 110% of the contract amount. Insurance - The selected proposer shall provide a Certificate of Insurance naming the City of Tybee Island as also insured, a 30 day cancellation notice, indicating the following minimum coverage: Comprehensive General Liability $2,000,000.00 Automobile Public Liability $2,000,000.00 Workman's Compensation Insurance equal to statutory requirements shall also be maintained. Payment - The selected proposer shall specify terms of payment. The City's preferred method of payment is by purchasing credit card. Taxes - The City of Tybee Island, Georgia is not subject to any State or Federal taxes. Documentation will be provided with the invoice at the time of payment, if requested. Termination of Contract - The City reserves the right to terminate the contract for reasons of violations by the successful proposer of any term or condition of the contract by giving 7 (seven) days written notice, stating the reasons therefore, and giving the party ample time to remedy the deficiencies. Additional Services - Proposers shall be assumed to offer services which may be upgraded with optional services that may not be initially included in the contract at the time of award. If such additional services are added to the contract after initial execution then additional contract time may be negotiated. TERMS AND CONDITIONS DEFINITIONS. As used herein, the following terms shall have the meanings set forth below, whether or not capitalized. (a) "Purchase Order" or "Order" means this purchase order. (b) "Buyer" means The City of Tybee Island. Page 6 of 16 (c) "Seller" or"Vendor" means the party furnishing the supplies under this order. (d) "Supplies" means what the Seller furnishes the Buyer under this order and includes with limitation, the following; (1) the work; materials; articles; deliverable items, items, data and services, whether tangible or intangible or any combination thereof; and (2) what is leased or licensed, pursuant to the lease(s) or license(s) signed by both the Buyer and the lessor or licensor if attached to and made a part of this order. (e) "Loss" means any or all the following: claims, liabilities, damages, losses, costs, or expenses (including reasonable attorneys' fees and expenses and other legal costs). ACCEPTANCE. This order constitutes an offer which shall become a binding contract upon the terms and conditions herein set forth upon acceptance by Seller either by acknowledgement of this order or commencement of performance. Buyer objects to any difference, conflicting or additional terms proposed by Seller in the acceptance of this order, and no such terms shall be effective unless expressly accepted by Buyer in writing. Each shipment received by Buyer from Seller shall be deemed to be only upon the terms and conditions contained in this order, except by such written instrument modifying the order, signed by Buyer, notwithstanding any terms and conditions that may be contained in any acknowledgment, invoice, or other form issued by Seller and notwithstanding Buyer's act of accepting or paying for any shipment, or similar act by Buyer. PRICES. Seller represents that the prices, terms, warranties, and benefits contained in this order are comparable to or better than those offered to any other customer of Seller for items which are the same or substantially similar. Buyer shall receive the benefit prospectively or retrospectively if Seller offers any item or service included in this order to any other customer at a lower price, more favorable terms, more favorable warranties, or more favorable benefits up to one year after completion of this order. PACKING AND SHIPPING. All items shall be suitable packed and prepared for shipment to insure their safe transportation, to secure the lowest transportation cost, and to comply with the requirements of carriers. Buyer's order number shall appear on all documents and correspondence relating to these items. Packing lists shall accompany the items and shall include the order number, Buyer's part number, Seller model number, description of items shipped and any other information called for in the order. Buyer's count or weight shall be final and conclusive on shipments not accompanied by a packing list. Seller shall be liable for all excess transportation or other charges resulting from Seller's failure to comply with Buyer's packing, shipping, routing and delivery instructions. DELIVERY. Any delivery schedule made a part of this order is an important, material condition; time is of the essence of the order. Unless otherwise agreed to in writing. Seller shall not make material commitments or production arrangements in excess of the amount or in advance of the time necessary to meet Buyer's delivery schedule. It is Seller's responsibility to comply with this schedule, but not to anticipate Buyer's requirements. In addition to any other rights or remedies, Buyer may cancel all or any part of this order for Seller's failure to deliver in strict accordance with the delivery terms set forth herein. Seller shall promptly notify Buyer of any anticipated delay in the delivery date and Buyer may require Seller to ship by alternate means in order to expedite delivery. Any additional costs shall be paid by Seller and Seller shall be liable for all resulting damages to Buyer occasioned by the delay. Delivery shall not be deemed to be Page 7 of 16 complete until the items have been received and accepted by Buyer. Advance and excess shipments may at Buyer's option be rejected and returned to Seller at Seller's expense. TRANSPORTATION. Except as otherwise provided on the face of this order, transportation charges on Supplies shall be f.o.b. destination, at Seller's sole cost and expense. Risk of loss from any casualty to supplies ordered hereunder, regardless of cause, shall be Seller's responsibility until goods have been delivered to Buyer's designated delivery post. No insurance or premium transportation costs beyond the price listed in this order will be allowed unless authorized by Buyer in writing. If Seller does not comply with Buyer's delivery schedule, Buyer may, in addition to any other rights that Buyer may have under this order, require delivery by fastest way, and charges resulting from the premium transportation must be fully prepaid and absorbed by Seller. WARRANTY. Seller warrants that all supplies delivered pursuant to this order shall strictly conform to the applicable specifications (including without limitation information or functional performance, material content, size, appearance, response time, etc.), shall be free from all defects and workmanship in materials including latent defects, shall be free from defects in design and suitable for their intended purpose, and shall be free from all claims, encumbrances, and liens. This warranty shall survive inspection, delivery and payments shall run to Buyer, its successors, assigns and the users of the items and shall not be deemed to be exclusive. Seller agrees to indemnify, defend and hold Buyer, Buyer's employees, and those for whom Buyer may act as agent, harmless from all damages, including consequential and incidental damages, incurred or sustained by Buyer by reason of any breach of any warranty with respect to the supplies purchased. Buyer shall be promptly reimbursed for all expenses incurred in the handling, inspection and return of defective items, and Seller shall bear the risk of loss on all such items. If any of the supplies are found at any time prior to acceptance to be defective in material or workmanship, or otherwise not in conformity with the requirements of this order, Buyer (in addition to any other rights which it may have under warranties or otherwise) may at its option (1) correct or have corrected the nonconformity at Seller's expense, or (2) reject and return such supplies or other deliverable items at Seller's expense, such supplies or other deliverable items not to be replaced without suitable written authorization from Buyer. CHANGES. Buyer may at any time request in writing changes to this order in the specifications, packing, shipment, quantities, delivery schedules, and other matters. If any such change causes an increase or decrease in the costs of or the time required for performance, Seller shall immediately notify Buyer. Any request for an equitable adjustment must be made in writing with 30 days from the date of the written request for the change. No additional charge or change in the specifications, packing, shipment, quantities, delivery schedules, and other matters will be allowed unless authorized by Buyer in writing. TAXES. The Buyer, a municipality in the State of Georgia, is exempt from Georgia Sales Tax under the Sales and Use Tax ID # 302 526 178. All sales and use tax due on materials purchased by the city for installation by the seller under this contract are the responsibility of the contractor. Page 8 of 16 ASSIGNMENT. Neither this order nor any interest herein may be assigned, in whole or in part, by Seller without the prior written consent of Buyer. Notwithstanding the above, Seller may assign any monies due or to become due to him hereunder, provided that such assignment shall not be binding upon Buyer until receipt of a copy of the assignment agreement is acknowledged and approved by Buyer in writing. SUBCONTRACTING. Seller shall not enter into a subcontract for any part of this order, including completed or substantially completed items or major components thereof, with Buyer's written consent. Nothing in this order shall be seen as prohibiting Seller's purchase of standard commercial articles, raw materials, or other supplies specified in this order if these are typically purchased by Seller in the normal course of business. TERMINATION. Buyer may terminate or suspend performance under this order in whole or in part from time to time by sending written notice to Seller. Upon receiving notice of such action by Buyer, Seller shall immediately comply with its terms and take all reasonable steps to avoid incurring any additional costs under this order. Buyer's sole liability to Seller shall be for items completed and delivered to Buyer in accordance with this order and for Seller's reasonable costs to the date of termination, such costs being solely attributable to this order and not being recoverable from other sources. INDEMNIFICATION. Seller agrees to indemnify, defend and hold Buyer, Buyer's employees, and those for whom Buyer may act as agent harmless from (1) any and all claims and liabilities for injuries or death of persons or damages to or destruction of property; (2) any other Loss caused by or resulting from the acts or omissions of Seller, its agents, subcontractors, suppliers or employees in the performance of this order; (3) any Loss caused by or resulting from the supplies purchased under this order, (4) any intended use of products or materials provided by Seller; (5) any defective products or materials provided by Seller, including without limitation the use or disposal of hazardous and/or toxic materials, such materials to include at minimum all materials recognized by the Environmental Protection Agency as hazardous; or (6) any breach by Seller of any express or implied warranties. If Seller's work hereunder involves operations by Seller's agents, subcontractors, suppliers or employees on Buyer's premises or any place where Buyer conducts operations, Seller shall take all necessary precautions to prevent the occurrence of any injury or damage to persons or property during the progress of such work. Further, Seller shall indemnify, defend and hold Buyer, Buyer's employees, and those for whom Buyer may act as agent harmless for any injuries occurring to Seller's agents, subcontractors, suppliers or employees and Seller shall maintain public liability, property damage and employee's liability and compensation insurance sufficient to protect Buyer from any claims under any applicable law, statute, or regulation. MODIFICATION; WAIVER. No waiver or modification of this order shall be effective unless in writing and signed by both of the parties hereto. Failure of either party to enforce its rights under this order shall not constitute a waiver of such rights or any other rights. ENTIRE AGREEMENT. This order is intended by the parties as a final expression of their agreement and also as a complete and exclusive statement of the terms thereof, any prior or contemporaneous oral or written agreements as to the same subject matter notwithstanding. Page 9 of 16 INVALIDITY. In the event that any provision of this order is declared invalid, illegal, or otherwise unenforceable by any tribunal or law, the remainder of the provisions shall not be affected thereby, and each term and provision not declared invalid, illegal or unenforceable shall be valid and shall be enforced to the fullest extent permitted by law. DRUG FREE WORKPLACE. By accepting this order, the Seller certifies that he shall provide a drug free workplace for his employees in accordance with the laws of the State of Georgia. SPECIFICATIONS, PROPOSALS, BID DOCUMENTS. The documents which form the basis for this order shall include the plans and specifications and bid documents as attached hereto, together with any other documents so listed and enumerated, if any, and it is expressly understood that any special conditions listed and attached hereto are specifically made a part of this contract. APPLICABLE LAW. The provisions and performance of this purchase order shall be governed by the laws of the State of Georgia and applicable federal law. Seller agrees to bring any and all actions relating to this purchase order only in the state and federal courts located within Chatham County in the State of Georgia. APPROPRIATION. Notwithstanding, any other provision hereof , this agreement shall terminate at the end of each calendar year without liability or obligation on the part of the city in any calendar year where the City has not appropriated funds for the obligations hereunder for the next calendar year. Page 10 of 16 QUOTATION SHEET A. BASE PRICE PROPOSAL: DOLLARS ($ ) B. ALTERNATE PRICE PROPOSAL #1 — SALVAGING AND RECYCLING: (Additive) DOLLARS ($ ) C. TOTAL PRICE PROPOSAL: (sum of items A and B) DOLLARS ($ ) Proposer agrees that prices shall be valid for a period of sixty (60) calendar days after the scheduled closing time for receipt of Proposals. Proposer: Firm Name: Proposer: (Signature) Name and Title: Firm Address: Page 11 of 16 Form -9 Request for Taxpayer Give form to the (Rev.October 2004) Identification Number and Certification requester. Do not Department of the Treasury send to the IRS. Internal Revenue Service Name as reported on your income tax return) c on b- Business name,if different from above 0 C Qr c o.0 Individual/ � Exempt from backup 4— , Check appropriate box: ❑ Sole proprietor ❑ Corporation ❑ Partnership ❑ Other E I I withholding o cAddress(number, street, and apt. or suite no.) Requester's name and address(optional) 0 City,state,and ZIP code Cr. (0. ay List account number(s) here(optional) Part I Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box.The TIN provided must match the name given on line 1 to avoid Social security number backup withholding. For individuals,this is your social security number)SSN). However. for a resident I I -}- alien,sale proprietor, or disregarded entity. see the Part I instructions on page 3. For other entities, it is your employer identification number(EIN). If you do not have a number, see How to get a TIN on page 3. Or Note.if the account is in more than one name, see the chart on page 4 for guidelines on whose number Employer identification number to enter. I t I I I I Part II Certification Under penalties of perjury, f certify that: 1. The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me).and 2. I am not subject to backup withholding because: (a) I am exempt from backup withholding,or(b) I have not been notified by the Internal Revenue Service(IRS)that I am subject to backup withholding as a result of a failure to report all interest or dividends,or(c) the IRS has notified me that I am no longer subject to backup withholding, and 3. I am a U.S. person (including a U.S. resident alien). Certification instructions. You must crass out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the Certification, but you must provide your correct TIN. (See the instructions on page 4.) Sign Signature of Here U.S.person ■ Date P. City of Tybee Island, PO Box 2749, Tybee Island, GA 31328 912-786-4573 I (fax) 912-786-9465 What products/services do you provide to the City of Tybee Island: To whom shall we direct the Purchase Order? Sales Contact: Email: Phone# Fax# Location: To whom shall we direct Payment? A/R Contact: Email: Phone# Fax# Remittance Address: Affidavit Verifying Status ry , for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50-36-1, I am stating the following with respect to my application of a City of Tybee Island: • Business License or Occupational Tax Certificate, • Alcohol License, (circle all that apply) • Taxi Permit, • Contract • Other public benefit for (printed name of natural person applying on behalf of individual, business, corporation, partnership, or other private entity). 1) I am a United States citizen. OR 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non-immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16-10-20 of the Official Code of Georgia. Signature of Applicant Date Printed Name * Alien Registration Number for Non-citizens SUBSCRIBED AND SWORN BEFORE ME ON THIS THE DAY OF , 20_ Notary Public My Commission Expires: Note: 0.C.G.A. § 50-36-1(e)(2) requires that aliens under the federal Immigration and Nationality Act, Title 8 U.S.C., as amended, provide their alien registration number. Because legal permanent residents are included in the federal definition of "alien' legal permanent residents must also provide their alien registration number. Qualified aliens that do not have an alien registration number may supply another identifying number below: CONTRACTOR AFFIDAVIT AND AGREEMENT By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A 13-10-91, stating affirmatively that the individual, firm, or corporation which is contracting with (State Recipient/Sub-recipient), under the Community HOME Investment Program (CHIP), has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A 13-10-91. The undersigned further agrees that, should it employ or contract with any subcontractor(s) in connection with the physical performance of services pursuant to this CHIP-funded contract with (State Recipient/Sub-recipient), contractor will secure from such subcontractor(s) similar verification of compliance with O.C.G. A. 13-10-91 on Subcontractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar form. Contractor further agrees to maintain records of such compliance and provide a copy of each such verification to the (State Recipient/Sub- recipient) at time the subcontractor(s) is retained to perform such service. Federal Work Authorization User Identification Number Date of Authorization Authorized Officer or Agent of Contractor Name of Project Name of Public Employer I hereby declare under penalty of perjury that the foregoing is true and correct. Executed on 20 in (city) (state) Signature of Authorized Officer or Agent Printed Name of Authorized Officer or Agent SUBSCRIBED AND SWORN BEFORE ME ON THIS THE DAY OF , 20_ Notary Public: My Commission Expires: 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 -GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Salvaging nonhazardous demolition waste. 2. Recycling nonhazardous demolition waste. 3. Disposing of nonhazardous demolition waste. B. Related Sections: 1. Division 02 Section "Structure Demolition" for disposition of waste resulting from demolition of buildings, structures, and site improvements, and for disposition of hazardous waste. 1.2 DEFINITIONS A. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. B. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. C. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. D. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. 1.3 PERFORMANCE REQUIREMENTS A. General: Facilitate recycling and salvage of materials, including the following: 1. Vinyl Windows Salvage 2. Concrete Recycle (if Price Proposal Alternate#1 accepted) 3. Concrete Masonry Recycle (if Price Proposal Alternate#1 accepted) 4. All other Materials Salvage/Recycle (Contractor's discretion) 1.4 INFORMATIONAL SUBMITTALS A. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 B. Waste Management Plan: Submit at beginning of project with estimated quantities. Regularly update plan to indicate actual quantities salvaged,recycled, or disposed. Provide final tabulated copy of plan at end of project. 1.5 WASTE MANAGEMENT PLAN A. General: If Price Proposal Alternate #1 is accepted, develop a waste management plan according to the requirements of this Section. Plan shall consist of waste identification and a waste reduction work plan. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. B. Waste Identification: Indicate anticipated types and quantities of demolition waste generated by the Work. Initially include estimated quantities. C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of waste,and quantity for each means of recovery. 1. Salvaged Materials for Sale: For materials that will be sold to individuals and organizations, include list of their names, addresses, and telephone numbers. 2. Salvaged Materials for Donation: For materials that will be donated to individuals and organizations, include list of their names, addresses, and telephone numbers. 3. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers. 4. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address,and telephone number of each landfill and incinerator facility. PART 2 -PRODUCTS (Not Used) PART 3 -EXECUTION 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. B. Waste Management Coordinator: Assign a waste management coordinator to be responsible for implementing,monitoring, and reporting status of waste management work plan. C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work occurring at Project site. 1. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage,recycling, and disposal. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 -2 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged,recycled,reused, donated, and sold. 3.2 SALVAGING DEMOLITION WASTE A. Salvaged Items for Sale and Donation: Permitted on Project site. 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until transportation. 4. Protect items from damage during transport and storage. B. Salvaged Items for Owner's Use: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. 3.3 RECYCLING DEMOLITION WASTE, GENERAL A. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical according to approved construction waste management plan. 1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. a. Inspect containers and bins for contamination and remove contaminated materials if found. 2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from construction area. Do not store within drip line of remaining trees. 4. Store components off the ground and protect from the weather. 5. Remove recyclable waste off Owner's property and transport to recycling receiver or processor. 3.4 RECYCLING DEMOLITION WASTE A. Concrete: Remove reinforcement and other metals from concrete and sort with other metals. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 1. Pulverize concrete to maximum 1-1/2-inch(38-mm) size. B. Masonry: Remove metal reinforcement, anchors, and ties from masonry and sort with other metals. 1. Pulverize masonry to maximum 1-inch(25-mm) size. C. Wood Materials: Sort and stack members according to size, type, and length. Separate lumber, engineered wood products,panel products, and treated wood materials. D. Metals: Separate metals by type. 1. Structural Steel: Stack members according to size,type of member, and length. 2. Remove and dispose of bolts,nuts,washers, and other rough hardware. E. Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry location. Remove edge trim and sort with other metals. Remove and dispose of fasteners. F. Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store in a dry location. G. Metal Suspension System: Separate metal members including trim, and other metals from acoustical panels and tile and sort with other metals. H. Carpet: Roll large pieces tightly after removing debris,trash, adhesive, and tack strips. 1. Store clean, dry carpet in a closed container or trailer provided by Carpet Reclamation Agency or carpet recycler. I. Piping: Reduce piping to straight lengths and store by type and size. Separate supports, hangers,valves, sprinklers, and other components by type and size. J. Conduit: Reduce conduit to straight lengths and store by type and size. 3.5 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials on Owner's property.. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. END OF SECTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 -4 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 SECTION 024116 - STRUCTURE DEMOLITION PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Demolition and removal of buildings and site improvements. 2. Disconnecting, capping or sealing, and abandoning in-place site utilities. 1.2 DEFINITIONS A. Demolish: Completely remove and legally dispose of off-site. B. Recycle: Recovery of demolition waste for subsequent processing in preparation for reuse. 1.3 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.4 SUBMITTALS A. Schedule of Building Demolition Activities: Indicate the following: 1. Detailed sequence of demolition work,with starting and ending dates for each activity. 2. Temporary interruption of utility services. 3. Shutoff and capping or re-routing of utility services. B. Predemolition Photographs: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by building demolition operations. C. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. STRUCTURE DEMOLITION 024116 - 1 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI A10.6 and NFPA 241. C. Predemolition Conference: Conduct conference at Project site. 1.6 PROJECT CONDITIONS A. Buildings to be demolished will be vacated and their use discontinued before start of the Work. B. Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition so operations of occupied buildings will not be disrupted. 1. Provide not less than 72 hours' notice of activities that will affect operations of adjacent occupied buildings. 2. Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent buildings. a. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent buildings without written permission from authorities having jurisdiction. C. Owner assumes no responsibility for buildings and structures to be demolished. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. D. Hazardous Materials: Asbestos containing materials and lead paint are present in buildings and structures to be demolished. A report on the presence of asbestos containing materials is attached to the end of this Section. Examine report to become aware of locations where asbestos containing materials are present. Lead paint is present throughout all facilities to be demolished. 1. Provide written notification of intended removal of asbestos containing materials and lead paint to the Environmental Protection Division: Georgia Department of Natural Resources and the US EPA regional office. 2. Remove asbestos containing materials and lead paint in accordance with the requirements of EPA, OSHA, and Environmental Protection Division: Georgia Department of Natural Resources. E. On-site storage or sale of removed items or materials is permitted during contract duration only. 1.7 COORDINATION A. Arrange demolition schedule so as not to interfere with Owner's on-site operations. STRUCTURE DEMOLITION 024116 - 2 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 PART 2 -PRODUCTS (Not Used) PART 3 -EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting demolition operations. B. Review Project Record Documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. C. Inventory and record the condition of items to be removed and salvaged. D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. 3.2 PREPARATION A. Existing Utilities: Locate, identify, disconnect, and seal or cap off all utilities serving buildings and structures to be demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures. 3. Cut off pipe or conduit a minimum of 24 inches (610 mm) below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing according to requirements of authorities having jurisdiction. 4. Flag underground location of all cut off and capped utilities. 5. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing. B. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of demolition. 3.3 PROTECTION A. Existing Facilities: Protect adjacent walkways, loading docks, building entries, and other building facilities during demolition operations. Maintain exits from existing buildings. B. Existing Utilities: Maintain utility services to remain and protect from damage during demolition operations. 1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. STRUCTURE DEMOLITION 024116 - 3 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and authorities having jurisdiction. a. Provide at least 72 hours' notice to occupants of affected buildings if shutdown of service is required during changeover. C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways,where required by authorities having jurisdiction, and as indicated. 1. Protect adjacent buildings and facilities from damage due to demolition activities. 2. Protect existing site improvements, appurtenances, and landscaping to remain. 3. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 4. Provide protection to ensure safe passage of people around building demolition area and to and from occupied portions of adjacent buildings and structures. 5. Protect walls, windows, roofs, and other adjacent exterior construction that are to remain and that are exposed to building demolition operations. D. Remove temporary barriers and protections where hazards no longer exist. Where open excavations or other hazardous conditions remain, leave temporary barriers and protections in place. 3.4 DEMOLITION, GENERAL A. General: Demolish indicated existing buildings and site improvements completely. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations. 2. Maintain fire watch during and for at least 2 hours after flame cutting operations. 3. Maintain adequate ventilation when using cutting torches. 4. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. B. Engineering Surveys: During demolition, perform surveys to detect hazards that may result from building demolition activities. C. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. 2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. STRUCTURE DEMOLITION 024116 - 4 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 D. Explosives: Use of explosives is not permitted. 3.5 DEMOLITION BY MECHANICAL MEANS A. Proceed with demolition of structural framing members systematically, from higher to lower level. Complete building demolition operations above each floor or tier before disturbing supporting members on the next lower level. B. Remove debris from elevated portions of the building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 1. Remove structural framing members and lower to ground by method suitable to minimize ground impact and dust generation. C. Salvage: Items to be salvaged are indicated on Drawings. D. Below-Grade Construction: Demolish foundation walls and other below-grade construction in their entirety. E. Existing Utilities: Demolish existing utilities and below-grade utility structures that are within 5 feet(1.5 m) outside footprint of buildings being demolished. 3.6 SITE RESTORATION A. Below-Grade Areas: Completely fill below-grade areas and voids resulting from building demolition operations with satisfactory soil materials. B. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades. 3.7 REPAIRS A. Promptly repair damage to adjacent buildings caused by demolition operations. 3.8 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site. See Division 01 Section "Construction Waste Management and Disposal" for recycling, salvaging, and disposal of demolition waste. 3.9 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began. STRUCTURE DEMOLITION 024116 - 5 13.013 -Demolition of Multiple Buildings City of Tybee Island September 2013 END OF SECTION 024116 STRUCTURE DEMOLITION 024116 - 6 ASBESTOS INSPECTION REPORT 2009 Results and locations are as follows: Building Asbestos Type Condition Description W&S Shop N NA NA TIFD Bays N NA NA Cafeteria N NA NA Guard House N NA NA N.B. Grill N NA NA Old School N NA NA DPW Shop N NA NA Campground N NA NA Bathhouse#1 Campground N NA NA Bathhouse#2 Teen Center Y 2%Chrysotile Good Window glazing Y 3%Chrysotile Poor Roof coating Campground Y 2%Chrysotile Good Stippled Ceiling Office Y 2%Chrysotile Good Wallboard Police Dept Y 10% Chrysotile Good Floor Tile MSC Y 5%Chrysotile Good Floor tile Shrine Club Y 50%Chrysotile Good Sheet flooring Ceramic Shop Y 3%Chrysotile Good Wallboard Y 5%Chrysotile Good Floor Tile City Hall Y 5%Chrysotile Good Floor Tile TIFD Offices Y 3%Chrysotile Good Floor Tile Y 25%Chrysotile Good Exterior Siding SYMBOLS SCHEDULE OF DRAfrMI NGS • REVISED 0 ADDED TO SET T T TI.I TITLE SHEET 0 D ________71v10 ______= ___.__,______ 0N __ �` ENLARGED DETAIL DMOL I T I O1� BUILDING / WALL ( I SECTION I I DO.I SITE SURREY O GREEN ______,_ ----,____0 _________ au DI.I DEMOLITION PLAN A R C H I T E C T U R E ■ _ _i D1.2 TEMPORARY FACILITIES O LOTS � so AT a0 : STL-=-LT lav ' GRATE INLET s • TOP 10.67 LEGEND I.E. 4.58 BOUNDARY UNE o CENTER UNE PTC OVERHEAD POWER, TELEPHONE & CABLE ON POLE 1 8' P&T OVERHEAD POWER & TELEPHONE G R E E N P&C OVERHEAD POWER & CABLE S ` "� UP UNDERGROUND POWER A R C H I T E C T U R E 1 T UNDERGROUND TELEPHONE � N' N' \N"�.�0 . AN. M.H.MH S v 8 D ` 1 7 x TOP 10.98 V FO UNDERGROUND FIBER OPTIC UNE 0 \� 0, / I.E. -0.12 Q' T OVERHEAD TELEPHONE R 6" P OVERHEAD POWER UNE 1 N' S S•M•g• 6S-60 A 6 280.3V • x SS SANITARY SEWER UNE W WATER UNE A P A H >> k �N 1, GRATE INLET y0.' SD STORM PIPE C TOP 18 8.27 ,�� `ti 'p �� ,R1 1436 Q -) GUY HARE 28 E 35TH ST A. 5 �s.- �'2- �' CHAIN LINK FENCE SAVANNAH, GA 31401 \ �A �s WOOD FENCE iry W T 912.447.5665 0 F 91 2 447 8381 � .. CONCRETE PAVEMENT WWW.GREENLINEARCH.COM E �'• ifs \I%. Y3 S3� � _� ' / >� �`ti/���'�1W.0 x ���S ' of SIGN ` I5 1 - C M F•- - 5 $" �.y. N' !'�I .,/`�f '6.,, *-41' 1 POWER POLE HYDRANT x� �r1,���,;71 #x To NO fc7D/?1i/i,j/A <$r \ \'tN 1 ,y� 0 FILL CAP FOR UNDERGROUND GAS TANKS r 5'� COMMUNICATIONS BOX O. %n I.E. 7.92 '4 < P �`• ® WATER METER t• x��• DOG PARK 13 \1 � la FLOOD LIGHT Z 1S l ..!;: ■,i MONITORING WELL 10" '3 p°• x �i f, �7e • �.'�' '�,',,;• w �a . • O i�• �� '��• k C\ % 41 ' 1. R.C.P. REINFORCED CONCRETE A " • x x 410 TWIN 14" 6' , N W 0 = T.C.P. TERRA COTTA PIPE _. O ItI it' W N C.I.P. CAST IRON \ ! * 12" x� ��p ��'` .P.B. BOX r. 10'" 1g x� „� o i op N.P - 3 T.J.B. TELEPHONE JUNCTION BOX p A i A � 16 %ok• /_, > > Ot ► Z (TYP.) TYPICAL O CK 42 N k ._ O' ,y x 2 �� ,�'b p1 C.O. CLEAN OUT CIO �, : 1 _ GRATE INLET C.M.F. CONC. MONUMENT FOUND F 8u D tP 1.-4% \,' O� x fig• O -. p C.O. '��* '` _k9 TOP 10.82 R.B.F. RE-BAR FOUND RE-BAR SET LLJ •P OR-V\ON REVEN W PR 8" �� - , x gyp• ' �� ss�O 5 � n I.E. 408 R.B.S.P.F. IRON PIPE FOUND / .� 0 N yc ` 8 CONTOUR UNE FOR SC �C C E 06 IS �O' , 1r. 8 l • 4.� x x '��• E TR�.� ER � M�C- , - sTOR OAK TREE EL TOP 15.06 PHONE TOWER s10RA ER Ng/ 41 CON R �p�NG�CK �`�C •�.��j� 1� ' .. � � AID LE. 4.80 •. ' CEO g ��; •- PALM TREE �k 1 N STORA/ qr I / +, '-/�\ T.J.Bj '∎'' 1b• -O '� G �� pf i UNKNOWN TREE A49.41 43 N k� ...:O N A.C. PLATE•-M �' �_ �'� ®, x 5' \ ii ■ • 54• ! �erx o16 /15x C ,� • �� x '�� / �* Q� U1ILITY HOOKUP FOR CAMPERS 1`1 513 to_ x RE1E `.►t h% CU IN PAVE N O W '`V� x� • 5 coy oCK . •. rn W C� // , .1: N � �!�� g„ v co � f STo r e�'?•!' 1 �, o N Z O E '�' 1``' o 57„ A ,`e1j BLOCKS 4� �p Q O W N j 1 xNU' o 0. �4. �• Jx ti0 .• a0 0 Via, 07- G R A V E pry cV T E WA R V L ES, < Z 0 Q 4.•. I� N . �(i �� '�1' '� THE WATER VALVES, GRATE INLETS, POWER POLES, FIRE HYDRANTS, STORM, WATER •% �? k 14 c • A �P '2 �x 6 AND SANITARY SEWER MANHOLES WERE LOCATED BY FIELD SURVEY. THE SIZE OF J = � I� ®`ii' '� '1 COMMU CATIONS THE STORM LINES ARE SHOWN ACCORDING TO FIELD MEASUREMENTS. THE SIZE AND lJ �, "Sd 4 Ro e i• 44 '� SAN. M.H. LOCATION OF WATER UNES ARE SHOWN ACCORDING TO INFORMATION PROVIDED BY JOHN O z /I DOWELL OF THE CITY OF TYBEE WATER AND SEWER DEPARTMENT. SEWER UNE SIZE d�. 7 x A *� �O' O ey o cn 4/' TOP 10.89 AND MATERIALS ARE SHOWN ACCORDING TO A COMBINATION OF FIELD SURVEY AND Q O `b ,% 20NL SINE 13 ,' �'�� 22 p&T '`C. Off' I'E. -1'11 INFORMATION PROVIDED BY JOHN DOWELL OF THE CITY OF TYBEE WATER AND SEWER > W 5/8" R.B.F WITH AP '■• Yt �i IS. w O� '`' DEPARTMENT. THE UNDERGROUND POWER TELEPHONE AND FIBER OPTIC UNES ARE W I •,� 22„ <V �� o� x��• x c' SHOWN ACCORDING TO PAINT MARKS ON THE GROUND AND INFORMATION PROVIDED BY m APPROXIMATE uvr o. QP ,��• p �1 x�� JOHN DOWELL OF THE CITY OF TYBEE WATER AND SEWER DEPARTMENT. THE SURVEYOR J < cp.. �' O i / \ x &'T p'`' ' % MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH 0E OLD DUMP ^ a ,� O 0 1 22 Q fro �p E �1 6 l UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER �? x t�, o �ry - RAVEL �.�. �' .7741W,I . FC..,�_- .�O• m DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT Z .- = v O0 °-', '� k ` LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE SHOWN AS ACCURATELY LL ro • °' ^' G,C UP 9 k."• . `O'' AS POSSIBLE FROM THE AVAILABLE INFORMATION. THE SURVEYOR HAS MADE NO ATTEMPT h «�►� o P%• gx ,��r�' o,� 41, ,,,. •Z '' ego , A pF TO OBTAIN INFORMATION FROM ANY UTILITY COMPANY REGARDING UNDERGROUND UTILITIES. O d lr , x �ti x �' - up NN. Nom• N. ti GAS PUMPS ilk ■ N. � 22" < i �►�, 1 FILL CAP (TYP.) �1 �� -` �'�'� y4 �O� cD� W k 27"' NUMEROUS SMALL OAK TREES AND !) SIREN POLE METAL COVER (TYP.) x -- a '�oj '� O CC U 0 O ,� r SIGNS LOCATED ALONG THIS LINE g .� \ x�'N'� APPROXIMATE LIMITS OF OLD DU P -� O' 24" �,�, 26" NOTE: SEE PROPERTY UNE SURVEY OF THIS SITE BY BERT BARRETT, JR. ,��. '` �� "• ,%q 1 tip ,��� LAND SURVEYING, P.C. DATED JULY 2, 2004.11 817 NO C SAN. H ��� CEEB PNON( VENT PIPE (TYP.) -t� ��� G g"A o SAN. M.H. x N NO x 12 4i �,i TOP 1-.14 _ / 44, EOU\PN P �O• g t��` ° I I.E. 4.18 - kw( ' LE. 0.47 moo' 11 ARE x ,`'a'� P v ,�% • ,�h .y� 4 ,.11 ao ' r� 6 10 O C••O ,PL GGED PIPE I1 x p ° ,� �� 1 LNCRETE SLAB UNDER GRAVEL X ° 8 am 1 1 O• �• _ �` "' `I' ;I \` • • REVISIONS • #:\' \\ N. M. I O• � z Z A • • 1297 c 21",`Will ! o' ■ o o N'�'� �? v N0. DATE DESCRIPTION BY j / � 4 O x 10 x \ STORM M.H. > ,� ,�1 0 �, Y3 CONVERTED ELEVATIONS FROM NGVD29 LE -0.44 ci TOP 9.85 '; • O�/ A� O• WATER TANK ° • O� 1O 0.o I • , 1 4/15/13 DATUM TO NAVD88 DATUM AND SHOW BBBJR fY co-t \ �y x ` ' o� °�' • , .> O NCR�E SS ���. LL 3.33 LATEST FLOOD ZONE LINES. 4. EDGE OF CO 10" TREE ° 9•• '� �e0 N�, APPROX � 8M co. 2 6/16/13 UPDATE BBBJR Z■ x h N� 0 O• 6� r-'>_1) HONE n (/) '1 6) ' Aibr CEO- HONE 73 O•, 4111/ O. O AROA CEQU�PMENT g„ , o�• y� [At L•3 - 9 E 0 A EA • �� • 0 ••` TOP 9.05 1.The drawing is the property of GREENLINE and is not to be J+ 8 R VJ • I•E �.lQ reproduced or copied in whole or in part.It is not to be used O• W on any other project and is to be returned on request. g p' OHO GRATE INLET Q� x p w w TOP A!Q .[G' 2.Scales as stated hereon are valid on the original drawing `' �� :xA.t.g� "' TOP 9.56 b `' SAN. M.H. RAT I N T £ o O ® ��• only and are hereby changed in proportion to the difference in V '� . size between the print and the original drawing. x o' ,o` gb' I.E. 5.80 TDP 10.57 TOP a54 4FN a Q,C 1�• ' TOP OF R•R. 3.Do not scale dimensions from prints.Plans and details are ro• 0 ' O GROUND ATE' MONITORI G BOX •�•' 00 • ,•, q d 0 LE. -0.21 LE. 3.34 �O F I. 1 1 - 15 ti� notaeats dartnt cla le. Use mensio g nor consult the 1 SPIKE EL 10 62 (NAVD88) no a ways raven o sca e. se i ns ive B. a �• "9•8_ p' �Q i' -•�/ STATE OF GEORGIA o o k xA SAN. M.H. SM Pu1 ���:,, O • x x1• TOP 7.47 ^: _ - .1.ZcJQ _ , ti0 0• CHATHAM COUNTY I.E. 0.35 0T0RM f� H. A`•' 4 PACK GT �� »g.c.P 9 : „0/ _Al ��� x 222 TOPOGRAPHICAL SURVEY OF A PORTION OF BLOCK C 42, CO TOP &74 1A DOG RW ' ' so r, 4 FO �, �, ® ! LE• - FORT SCREVEN WARD, TYBEE ISLAND, GEORGIA. x x o. I.E. 2.59 law STA-\-ioN I.E. 3.37 t' NOT FOR CONSTRUCTION ipso.p • 31" 27" ,z i- » P V.C• r0 N SS - _TWIN 19„ % _ I < SAN. M.H• ` i� � �. � ;:::: �• �� o �o• , I.E. -246 NR: CITY OF TYBEE ISLAND 69 SD TOP 8' C.1.• A. SS W 8„ P •78�VC, 4• �4,% Oy e 8 J �� � - ,, PAC' SS -I I I ' TOP 9.01 DATE OF SURVEY: OCTOBER 2, 2007 o• •� �' / \14 LE. -253 PROGRESS PRINT v. ' TOP 8.01 •� °� e�0 ____----,FM-- -0 60' R/W LL DATE OF MAP: OCTOBER 3, 2007 (LAST REVISED JUNE 16, 2013) c 0g - ' ' V E N U E W STORM M.H. (UNABLE TO OPEN) x--- ; A g, R T TOP ao7 O I.E. 3.17 JOB No: 13.013 8" P.v.c. F w 8" P v.c. • SCALE 1"= 30' ISSUE DATE: 9/1 6/2013 SS ,�O I.E. W 1.9 1•E. -2•� SS %\N. M.H. 0' 30' 60' THE ORIGINAL OF THIS DOCUMENT WAS SEALED AND SIGNED DRAWN: N/A p• �b• TOP 6.48 I.E. -3.27 BY BERT B. BARRETT, JR. R.L.S. 2225 ON 6/16/2013 \ I.E. -3.01 AND THIS REPRODUCTION IS NOT A CERTIFIED DOCUMENT I'E. 2.44 H NOTE ACCORDING TO 'FIRM' 13051CO213 DATED SEPTEMBER 26, 2008 BERT BARRETT, JR. LAND SURVEYING, P.C. TOP 5.69 THIS SITE IS LOCATED IN FLOOD ZONES AE-11, AE-12 & AE-13. 145 RUNNER ROAD I.E. -2.83 SAVANNAH, GA. 31410 -'''' -- (912) 897-0661 • 1 \j \ S 1 • °� • M!:_— ' - c-_, D 0 „l 1117-///' \D/:°° / ( TOP 10. 98 ,CES 4'T� /�`�� S DEMOLISH GONG PAVIN.- REMOVE PALM /Q/ F 0 �� TREE (6 TOTAL) _ ° E. - 0. 12 , `� B-47/ G R E I-I I NT E C T U P E 9 6� 9 / \ �j SS NEW 4' HIGH MINIMUM S 0 .B . 6S- O 34 ' CHAIN LINK FENCING 41":„frit,,2 -NiSli SA\ . ✓ . - . .-�. •.�•. GRA - AL -T 1 /‘TOP 11 . 59 r. . . 44;►'���������°�� � ® 4 �7�'' � �•� �'�� ��������:����������°�°` \ TOP P 10. 8 8 1. �i� w ♦•v ♦v � �0 �Owv�Oi �� � � ��' OR ( 28 E 35TH ST 8. 27 �♦�10��0��o��i►0�. � o �' I . E. 4. 36 BERRY ,v�/���� ONE S OG1� SAVANNAH, GA 31401 DEMOLISH ABANDONED GONG �_ �w�w �• ` ` Vii• � �` TREE f M` ��� itl. ��j��j��� -�E g\— T 912.447.5665 �Zih;�� E �'• ' OONCR \LAG F 912.447.8381 CELLAR STAIR TO A DEPTH OF � ww�w�w ♦ *AP 44* ��' //►! • °' �• �0`vvww �♦•�� ♦ivAI*.4i4,, D WWW.GREENLINEARCH.COM ���`� ' DEMOLISH UNIT MASONRY R ���*1►�,� B \� 3 BELOW EXIST GRADE ►�♦• ♦v���i�♦•v ��,�♦ `�♦.��a:� DOG � R� v �� � 4� w�w�t ,--�i��'vww� ���=� / �1 PLANTER EDGING PARK �� - wv�� 44,. ._. 0„,,,,, Al \ V -0 BUILDING AREA SUMMARY: --- -7------ - �i0 ���•dv�� ��-� / / �� / p9///////// A NOTE: DEMOLISHED FENGING 0�0� �� O ° —r'" r �� ///// / 7/I // // //// /��'�1 S��� ° MAY BE UTILIZED TO 7� - ( / / / / / / / I GERAMIGS BUILDING ESTABLISH NEW FENGELINE �— LACES ��� ��°'4 i ////////��////1 /�///%////// 1�\ • 0 0 F E 1 t/ / / \////////////, /////////////v( / /// /%/ �/ - 4,888 SF (ENCLOSED) „ \N �►�� s a/� / /2/ -/--))7J////// / 1 ,� / / / SHED AT GERAMIGS BUILDING: NOTE: TEMPORARY SAFETY 8 /// //� /// /// / / / / / / / , , 6" P .U.C . SS e/ / / / / � / // // //////// / / - ���o�o 1 Ln / 0 i /4/////////W////// /LL / / / / / �-r - DEMOLISH GONG 42 SF (ENCLOSED) REWORK PARTIALLY FENGING WITHIN THE DOG SS - (J • / / / / / /// / - `„ „v� DEMOLISHED PORTION PARK SHALL BE REMOVED / GERAMIGS / 1 / / �' _AlirllOrat / / / / j, ♦O gr SQUAD ROOM: OF EXISTING FENCE ONCE NEW DOG PARK / BUILDING /// X / ♦O w�/ / �/' v�o _ 432 SF (ENCLOSE ) FENGELINE 15 ESTALISHE . DEMOLISH GHAIN LINK / / w v ww FENGING AND GATES ��� ///// // ////////// /////////"//////A0/////(%/° w♦vw�O��Ow�wv��o�������� DEMOLISH FRAMED SHED ° � � - 04 �� � �•�� \\ 1 �, / / / / ,f•„ �,f•,,`,f•,,�,�•�,`,�•�,O„w�� BUILDING IN ITS ENTIRETY SHEDS 4 CANOPIES AT SQUAD ROOM:71 \4*"11 / / / / / / / v �o�o �o�o �o�o ♦ono ������ T W I \ 1 �, , 0 �► , 1 j////// ////� �► // � o� o �� °� 1 s-ro SF (COVERED)/ 0 yamoto- -37' _UST-R OF CH \ABERRY TREES 'at-i► .,4 �/ / / //y //// , 1 010.04.� _ \ ►.yam ". / / / C / IN O� ° �r �ttp,, ► v /r///3 I i // / �/ v //� ////�,//�/�/�///� �J z War ////// / ///) ,6 ///// // // ,,/ ,i //////// in \ © NEN FENGING LAYOUT I - / ///////////// �/ /////// /// //// ////// / /// / ' , ° DI.1 SCALE: 1/16” = II-0" CIO DEMOLISH YARD HYDRANT AND \ /°/// /////// I //////////////// //// //// V/ // ���� °: 1L UNDERGROUND PIPING 0 \ `/ / //////////�/ ///////// //// / W//// y '' • p ______V___ -Y W CD NOG PA \� / ////// / / //// /„ - ' �� \i/ � A GENERAL DEMOLITION NOTES:k NI/// / // / __ _ i - // // ! y - f����� . 1. EXISTING CONDITIONS: THE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM THE SITE J) / / / ELEC SERVICE, WEATHER \ DEMOLISH PORTION OF GHAIN LINK /'. - HEAD, AND METER tiffs` j SURVEY MAP PREPARED BY BERT BARRETT AND DATED 10/3/2001. ADDITIONAL FIELD - FENGING AS REQUIRED TO ACCOMMODATE ��,°' - \ / OBSERVATIONS ARE INCORPORATED INTO THIS DRAWING. THE CONTRACTOR SHALL FIELD VERIFY UILING DEMOLITION ACTIVITIES ALL CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. I\ P , �� 6 G ■ ° \ 4 (� C� 2. BUILDING DEMOLITION: DEMOLISH BUILDINGS AND SHEDS IN THEIR ENTIRETY. THIS INCLUDES BUT '(;i‘e TW N 1 L \\ \�° IS NOT LIMITED TO THE REMOVAL OF ALL WALLS, STRUCTURAL ELEMENTS, ROOFS, SLABS, / FOUNDATIONS AND FOOTINGS, AND CONTENTS. 1- 2" DEMOLISH GMU AND FRAMED L N L1J \ BUILDING 1N 1TS ENTIRETY - 3. HAZARDOUS MATERIALS: ASBESTOS CONTAINING MATERIALS AND LEAD PAINT ARE PRESENT IN �. \ THE BUILDINGS AND SHALL BE REMOVED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND \ � DEMOLISH CHAIN LINK STATE AND FEDERAL REGULATIONS. I \ \ �P FENG 1 NG AND GATES ( P • \ 4. BUILDING CONTENTS: UNLESS NOTED OTHERWISE, ALL BUILDING CONTENTS AT THE TIME OF Q O W \---\ \ CD CONTRACT EXECUTION SHALL BE DEEMED THE PROPERTY OF THE CONTRACTOR AND SHALL BE Z - - - REMOVED FROM THE PROJECT SITE AS WASTE OR SALVAGED MATERIALS. Z It 1 SS - • 0 \ DRAT- \ L - T Q z O < \ 1 ®— 5. SITE PAV I NGS: DEMOLISH CONCRETE PAVING AND APRONS ASSOCIATED WITH THE BUILDINGS J = 1 _ C.O. , TOP 10. 82 AT LOCATIONS INDICATED ON DRAWING. \ SS �� , ' ` 0 4 08 6. FENCING: DEMOLISH CHAIN LINK FENCING IN LOCATIONS SHOWN ON DRAWING. PROVIDE NEW Q O \ • FENCING IN ACCORDANCE WITH DRAWING 2/D1.1 AT THE COMPLETION OF DEMOLITION ACTIVITIES. W \ \ \ - -I - ■ DEMOLISHED FENGING COMPONENTS MAY BE UTILIZED TO ESTABLISH THE NEW FENGELINE. w w m 0 \ I \ i. ANTENNA TOWER: DEMOLISH ANTENNA TOWER AND ASSOCIATED FOUNDATIONS. COORDINATE J Q \ \ REMOVAL AND TERMINATION OF POWER AND COMM LINES WITH OWNER. DEMOLISH ASSOCIATED 0 \ ER ■ • BOLLARDS AND CHAIN LINK FENGING. z I \ EAR►�\\- — I - ORpG \ \ r\\0 ST O' OC� ..:�� S. WINDOWS: THE NEWER VINYL WINDOWS (MANUFACTURED BY 'ATRIUM WINDOWS AND DOORS' - L.L o6 Q N O\\CR \ S \ \ EA E B\ mac, \ LOCATIONS INDIGATED ON DRAWING) AT THE GERAMIGS BUILDING SHALL BE SALVAGED BY THE 0 00 j ° \ PN0°° \ \ ER \\ \ ° G0°°R \\,D\N° / ° GACONTRACTOR VERI 0 W WI TYPES AND QUANTIITTIIIES W TH OWNER PRIOR TO DEMOLITIIOND IN SAVANNAH, w \ CE\- \ -�RA\\- \ \ g Q / / a \T1 W E- w \ S ORA \ \\ lip /\/ 1 \ 1 c: TREES: REMOVE PALMS TREES IN LOCATIONS INDICATED ON DRAWINGS (6 TOTAL). REMOVAL — O 1 \ \ \ \ // , \ SHALL 1 NGLUDE ASSOC 1 ATED ROOT SYSTEMS IN N THEIR ENT 1 RETY. ALL OTHER EX 1 ST NG TREES U Q 0 E.J . B. / 1 \ \ SHALL REMAIN AND SHALL BE PROTECTED DURING DEMOLITION ACTIVITIES. _ ■ 10. UTILITY COORDINATION: CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES, INCLUDING•000111\ - - \ A.C. P SAT E R N \ \ = -_ / _ �� CONTACT ALL U I L IITY PROVIDERS REGARD NG THE PLANNED DEMOLITION N P IR CONTRACTOR THE SHALL - --- - \ \\ ■ ___ - \ COMMENCEMENT OF WORK. ∎� \ \■ \ \ \ c°h °� z \ \ - \ \ 0 11. UTILITY REMOVAL: REMOVE AND CAP UTILITIES AT NEAREST CONNECTION POINT BELOW GRADE. Q �`` \ RE�E \ \\ log CUT N PAV-V N \ \\ 1 DISCONNECT AND CAP THE FOLLOWING AS INDICATED: A) WATER SUPPLY LINE AT METER - IF J �� CO C ' \ \ DEMOLISH GMU AND FRAMED MANHOLE. B) GAS SUPPLY LINE AT METER - IF APPLICABLE; AND C) SANITARY SEWER LINE NEAR CL s.`` \ LOCK = \ _ , -- -1 BUILDING IN ITS ENTIRETY ° Z \ - 1 1 ° 12. UTILITY IDENTIFICATION: FLAG ALL CAPPED UTILITY LOCATIONS. 0 �/ / / \ 13. FINAL SITE CLEANING: ALL AREAS WITHIN LIMITS OF WORK SHALL BE LEFT FREE OF ALL //////// ■ \ \ UTILITIES, BUILDINGS, DEMOLISHED MATERIALS, SITE WASTE, ETC. _ ' i. / /( VTOR DEMOLISH METAL ANTENNA - - 0 '0 57 Tt WEATHER HEAD AND = '/ 7 /// �� WE IN ITS ENTIRETY O \ ■ i ELEC SERVICE FROM \ C/ SQUAD ; I\0/ ' \ \ -S� LIMITS OF WORK TO VERIFY THAT ALL ITEMS HAVE BEEN REMOVED. SPREAD EXISTING SOIL AND w \` �� \ ADJACENT BLDG I ROOM , //�.L l ------t- \ \ \� \\\\ 1 PROVIDE ADDITIONAL FILL AS RQUIRD TO GRADE AND MAINTAIN A 0.55 SLOPE FOR POSITIVE I=/ \ DRAINAGE.0 \ G R A V I_ \ 1.The drawing is the property of GREENLINE and is not to be ° ■ \ reproduced or copied in whole or in part. It is no}to be used / ' / DEMOLISH STEEL BOLLARDS # on any other protect and is}o be returned on request. \ \ I it, / / //� ALTERNATE PR 1 GE PROPOSAL I - SALVAG 1 NG AND RECYCLING G (ADD 1 TI VE): 2.Scales as stated hereon are valid an the original drawing / ■ only and are hereby changed in proportion to the difference in `♦ \ °�\\ / P / ///.- -. ` \ 1\ 1\ \ ° A. CONCRETE AND CONCRETE MASONRY: I N LIEU OF DISPOSAL, ALL CONCRETE AND CONCRETE size between the p nT and the o ginal drawing.• \ y ASONRY MATERIALS REMOVED FROM BUILD 1 LAGS AND S 1 TE PAV 1 LAGS SHALL BE RECYCLED AND 3.Da not scale dimensions from prints.Plans and details are \ / CO C 0 \/ \/ \ G�\ \S N__, \ not always drawn to scale. Use dimensions given or consul}the U STORED ON-SITE FOR FUTURE USE BY THE OWNER. SUCH MATERIALS SHALL BE CRUSHED, Architect for further clarification. /1- ‘i, 1/ . \ 1 7 -i• � I ' ' / I \ \ \ S A\ ° V - SEPARATED FROM STEEL RE 1 NFORG 1 NG, CLEANED, AND STOCKPILED D 1 N A LOCATION N DES 1 GNATED �\ DEMOLISH ABANDONED BY THE OWNER. ALL REINFORCING STEEL SHALL BE REMOVED FROM THE SITE. C /�/ UTILITY POLE I N ITS ENTI RETY \ \ TOP 1 O. B 9 B. OTHER: ALL OTHER DEMOLISHED D MATERIALS AND BUILDING G CONTENTS SHALL BE SALVAGED ONE �� / ' 1 I \ \By E - ' AND/OR RECYCLED TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL HAVE SOLE ��/\/E _ \ I DEMOLISH FRAMED p�� ‘/ \ \ 1 • DISCRETION IN DETERMINING THE MATERIALS AND QUANTITIES THAT ARE TO BE SALVAGED AND/OR ' I \ SHEDS AND CANOPIES A I� // 1 \� \ RECYCLED AND FOR THE METHODS UTILIZED TO COMPLETE SUCH ACTIVITIES. \ N IN THEIR ENTIRETY t 1 NOT FOR CONSTRUCTION 11 I \_DEMOLI vQ v 22 - \ I SH CHAIN LINK 1 \ \ FENG 1 NG AND GATES \i \ cf) *--c-\ �/ \ I \ G R A V E NO - _ - �- - - FO - - ■-\ \\ \\\ DEMOLITION PACKAGE / \ \ O 1 - - - ■ �I \ '�°� ° \ n ° \ C\ _ - ON , - - �a `'- 9/23/2013 - - - , — \\ A p DEMOLITION LEGEND: ° _ ° toltir\ \ 0 03 I �� - - _ \' jog No: 13.013D 1 \ - UP - W. \' GAO O U V P S © DENOTES WINDOWS TO BE SALVAGED ISSUE DATE: 9/23/2013 \ \ ° ° - - - \ \ 11 — • 1 \ DENOTES LIMITS OF WORK DRAWN: DMR \ — — , , \ I 1', MAGNETIC 1, 3�4 K \ \ - \ 1■ II 0 . to \ v 1, 1 CYO NORTH 1 DEMOLITION ELAN 171.1 SCALE: 1/16" = 11-0" D1 • 1 1 0 \°1 A U • ____, -\ 1 N TEMPORARY FACILITIES NOTES: 1 17 JT/ S A \ V . U I. SANITATION FAG ILITIES: THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ADEQUATE °/ ° TOP 10. 98 TEMPORARY TOILET FAO ILITIES ON SITE. Z`"/ ° E. - 0. 12 2. TEMPORARY UTILITIES: THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND FURNISH ALL GREEN G \ \ G/ �� WATER, GAS, ELECTRICITY (LIGHTING AND POWER), AND OTHER UTILITIES NECESSARY FOR A R C H I T E C T U R E 9 F. -6� , \ \ j - • , 1 6 DEMOLITION PURPOSES. \\I\ .B ° 6S gj • \ _ �� ' 3. SAFETY FENCING: PROVIDE AND MAINTAIN 4' HIGH MINIMUM ORANGE PLASTIC SAFETY FENCING s _ _ IN LOCATIONS SHOWN ON PLAN. - - _' = \ \ 1 1 $ G R A I \ LET T 4. CONSTRUCTION ENTRANCE: PROVIDE AND MAINTAIN A 20' WIDE X 40' LONG MINIMUM \ 'TOP 11 . 59 - / ---.. • - \ • \ TOP 10. 8 8 CONSTRUCTION ENTRANCE CONSISTING OF 6" DEEP, 11/2" TO 5-1/2" COURSE AGGREGATE OVER 28 E 35TH ST . _. 8. 2 7 _ ' \ I . E. 4. 3 6 GEOTEXTILE FABRIC. SEE PLAN FOR PROPOSED LOCATION. SAVANNAH, GA 31401 ■ •\ 5. SILT FENCING: PROVIDE AND MAINTAIN SILT FENCING IN LOCATIONS SHOWN ON PLAN. INSTALL T 912.447.5665 \' _ - \ SILT FENCE IN 4" X 4" TRENCH AND BACKFILL TO ENSURE THAT 8" MINIMUM OF FABRIC IS F 912.447.8381 • _ _ � s 1 ° ; OD INSTALLED BELOW GRADE. OVERLAP FABRIC SECTIONS 5' MINIMUM HORIZONTALLY. WWW.GREENLINEARCH.COM , _ -- 1 1 1 1 6. STRAW BALE FENCING: PROVIDE AND MAINTAIN STRAW BALE FENCING IN LOCATIONS SHOWN ON �— ∎ \ `'��� = 1 1 I\1 '• PLAN. PROVIDE 2 STEEL REBAR ANCHORS PER BALE. INSTALL ANCHORS 6" MINIMUM INTO I-----—— I • G • \ r \ II j� 1 `1/_� SLAB/GROUND.■ C Es ��,,► — FEN 1 �� / 11 Ilr \\1� I / - 1. TEMPORARY FACILITIES REMOVAL: TEMPORARY FACILITIES SHALL BE REMOVED AT THE WOOD = g A-7� `II 1 �1 �9 1�-L J I` -∎- - • CONCLUSION OF DEMOLITION ACTIVITIES WITH THE EXCEPTION OF SAFETY FENCING, SILT FENCING, v ' 8 ► • I .E. 111 '\1 � _ - _ , - - \ • \ AND STRAW BALE FENCING. THESE FAG ILITIES SHALL REMAIN IN PLACE AND MAINTENANCE OF 6 P .V C S S II \ // -= _- N SUCH FAO ILITIES SHALL BECOME THE RESPONSIBILITY OF THE OWNER UPON CONTRACT CLOSEOUT. (..) - S S / 111 (( 1 A,Tr4e4 , � i "► 111r-∎\_=Cr _ - - _ - - z �� I �,•� I(r) \ ‘ sciOAN c 11 0 0 �j 1 1 - ,•,\ Ego."10 . N.,. i 40 4 0 vfli 4pp" _ ___ „.......,_USTER OF CH \ABERRY TREES 'i►�� ONE LOOP` 1 _ _ _ _ fi.0 1� --1 �_���-1 ; 1* rtplikv- 0-) ,‘ cRO- r‘ e# \ 0 • ,�y er 11_ 1 ; - \\r J 1___ 4 1 T _ •11 CO �' \ 0 1 1� 1 \ \ ► 1 �, 1111 (1 11 ' '�� P _ _ dill \\ _ �� �� - �^.!�' P w DOG PA I!'K \ • '11 --- ---.- ---- ------- ------ ---- --- - - - *StittrA% LP J) \ jo. -. ---- _-_--_-- - •cthii-`11riq 1 I CONSTRUCTION ENTRANCE V"�M- X444. 1 • 1 -_ ',' " roirftt e V%1 0‘I,a1.1%_il kTPi- _ .__,,, - \ —I 1 � ° JO TW \ 1 SILT FENCING ° - - r O \ ° ID , \%-›T, •• SAFETY FENCING \ 0 \ 0 1.171 12 \ 1 _vc'- - • •�•w ► • \ LIMITS OF WORK • \ 9 P • \ U, O w --- -- • ce ) \_ _1 • �- N \ �' - - Z — — — ► 1 •S� • • .%-)- 0 0 \ G \ _ GRATE \ L- T Q z O Q■\ ► %S • \ /� ® TOP 10. 82 J = O I O Z I2 \ \ - �� - s 4. 08 w — Q O -� w I- ca > w 1 I \ • _ _ ■ — 1- 0 ■ ER • cI� ~ < 09 Z ■ _ — AR 11- OR ! ER - SA \ \ \\0 5� gLOGK . E A0\\ \ \ \ 0 ORE"E �C \ O c PNON \ \ R \ \ CON 1�D1NG w \ OE\ \ \ -�NA\\"E \ \ 8U Q ° I— w w \ sAORA " \ \\ \ \ O co \ \ \\ o \ \ W '/ 1 \ '1 U O —i I- \ E.J . B2❑ v v ��/ \ ■ vv 1 RN \ - - _ - \ \\ \ �,/ \ ■\ cn _ - \ A.C. PLATFORM \ woo _ __ �, w_9\ \ 1 - \•10 ... ,,,,,, . \ _ \ \ \ \ .... • • ,,c, , , 0 u _ \ GREGE iii\ \ s ,)� \ 1 \ - � ��� \ G�•LOC\� � � _ _• —1 Y' vv� vv °� v G LIMITS OF WORK i - I Y \ 1 • - \ rA ,111 \ Q • \\\ 0R� \ (• ► \ SAFETY FENCING / 0 ONE I (� a- ‘� ° % \ 0 57" ► 1 II gI��G�` 1 ((i� \,A \ ` o ♦` \ 1 • 11 \1 g U I LID\N G -1 I -I �')) STRAW BALE FENCING w w • \ _ \:\_\ � _ J Y a c�/ \ G R A V 11, ° Yea \ \� \\\\ 1 Jhe drawing is the property of GREELINE and is not To be \ • \ reproduced or copied in whole or in part. I}is no}to be used • / ► \ on any other project and is}o be returned on request. 1 11 — • \/ 1 2.Scales as stated hereon are valid on the original drawing `` \ c-\ / /� ► III 1'1 (((^ ► 1 ; \ \ \ only and are hereby changed in proportion to the difference in \\\��� size between the print and the original drawing. \ • \�\\ 1 .', O_ \/ \ _ 1 3.Do no}scale dimensions from prints.Plans and details are \ ' ' • III 1 \ C O V V U \ C' \S \ T O \ not always drawn to scale. Use dimensions given or consult the 1 T VV)) 1-�_1 Architect for further clarification. A \t „, I V ,• \ \ �• �I � '1 \ �), \\ \ \ SA\ . V . - .1 4.4 *N „---0 NN N\ , _ - ► Ill = I \ VA 1 \ 1 \IP TOP 10. 89 \ E 1 I N III 1 - J j \ o \ • ��— — 1 1 \ NOT FOR CONSTRUCTION \ � _ I z 1 I \ 1n \22 �� \ I I �o \�\ \ p 'TTT L \ I ( )-----\ 1 \ \ u._ i\ I I I - - - �rTT 3 jLL_i° ' 1 w am, 1 ° \ I C R A Y E 0 ���� _ — �— _ — _I \ L y-z7i, ' 11 O • V V / \ \ ` I CO I • — _ \ \ \ TEMPORARY FACILITIES LEGEND: DEMOLITION PACKAGE NO/ \ \ ; \ l UP - _ ► - -� , DENOTES SAFETY FENCING 9/23/2013 I \ \ Aa _ DENOTES SILT FENCING \ , = P / � ° i \ o\ , \ ° I \\ - - _ 1' �� JOB NO: 13.013D o �P ■ 111111GLLLLLL/L/JJ1J DENOTES STRAW BALE FENCING 1 I O O i - _ _\ - --� 0' 1. GAS 0 U V P S • ISSUE DATE: 9/23/2013 \ O �\ - \\ _ r I\ C- \ ■ ■ DENOTES LIMITS OF WORK DRAWN: DMR 1 \ _ - - 1 I \\ \ MAGNETIC NeV K ° I ----- /\\ 1 n Lb \ / v \ \A NORTH ■ TEMPORARY FACILITIES PLAN NEP SCALE: I/1611 = 11-0" •