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Home My Public Portal AboutResolution No. 23-113 - Approval of Variance for 12705 Cairo LaneSponsored by: Interim City Manager RESOLUTION NO. 23-113 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, RECOMMENDING APPROVAL OF A BUILDING HEIGHT VARIANCE FOR THE CONSTRUCTION OF A METAL BUILDING WITH A PROPOSED HEIGHT OF FIFTY FEET ON THE PROPERTY LOCATED AT 12705 CAIRO LANE AND IDENTIFIED BY FOLIO NUMBER 08-2128-003-0530, IN THE I-4 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE WHEREAS, pursuant to City of Opa-Locka's Land Development Regulations (LDR), Section 22-58, entitled "Variance" (Ordinance 15-31), Owners of lands or structures may apply to the City for a variance from the requirements or restrictions of the Land Development Regulations, except that no variance for use or density issues shall be considered; and WHEREAS, pursuant to City of Opa-Locka's Land Development Regulations (LDR), Section 22-58 of the LDR, "An application for a variance shall include a written statement by the applicant with supporting explanation and evidence regarding the following requirements: 1. The particular provision of the Code which prevents the proposed construction on, or use of the property. 2. The existing zoning of the property, including any previously approved conditions, or modifications. 3. The special circumstances, conditions or characteristics of the land, building or structure that prevent the use of the land in compliance with the terms of this ordinance. 4. The particular hardship that would result if the specified provisions of the ordinance were to be applied to the subject property. 5. The extent to which it would be necessary to vary the provisions of this ordinance in order to permit the proposed construction on, or use of, the property. 6. A disclosure statement by the parties with at least five (5) percent interest in the project shall be signed by the applicant and notarized"; and WHEREAS, the applicant, International Scrap, LLC, intends to construct a metal building with a height of fifty feet for an existing industrial scrap metal use to improve the industrial operation on this property by providing a covered roof structure; and WHEREAS, City of Opa-Locka's Land Development Regulations (LDR), Section 22- 94 of the LDR, entitled I-4 Liberal Industrial District, Storage and Salvage provides for a maximum height of one story or twenty feet (20'); and Resolution No. 23-113 WHEREAS, the Applicant, has submitted a request for a variance to increase the height to fifty feet, and the applicant has provided responses and justification in accordance with the City's Zoning/Land Development Regulations; and WHEREAS, the City of Opa-Locka's Planning and Community Development staff has reviewed the application for a variance and confirm that the application meets all requirements set forth in Section 22-58 of the City of Opa-Locka's Land Development Regulations for a metal building in the Industrial Storage and Salvage Zoning District (I-4); and WHEREAS, the Planning and Zoning Board reviewed this request at a public hearing on May 2, 2023 and approved this request by a 3-2 vote; and NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA: SECTION 1. RECITALS. The above recitals are true and correct and are incorporated into this Resolution by reference. SECTION 2. APPROVAL/DENIAL. Approval/Denial of Variance Request. The City Commission of the City of Opa-Locka, Florida hereby approves the request for variance related to the construction of a metal building with a height of fifty feet on the property located at 12705 Cairo Lane and identified by folio number 08-2128-003-0530 in the I-4 Zoning District as set forth in the application attached hereto as Exhibit "A". SECTION 3. SCRIVENER'S ERRORS. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the Interim City Manager following review by the City Attorney, without the need of a public hearing by filing a corrected copy of same with the City Clerk. SECTION 4. EFFECTIVE DATE. This Resolution shall, upon adoption, become effective as specified by the City of Opa- Locka's Code of Ordinances, Land Development Regulations and the City of Opa-Locka Charter. PASSED and ADOPTED this 26th day of July, 2023. 2 Resolution No. 23-113 J i anna Flores, City Clerk TTEST: `1 APPROVED AS TO FORM AND LEGAL SUFFICIENCY: adette Nor ' -Weeks, P.A. City Attorney Moved by: Vice Mayor Ervin Seconded by: Commissioner Bass VOTE: 5-0 Commissioner Bass YES Commissioner Kelley YES Commissioner Williams YES Vice Mayor Ervin YES Mayor Taylor YES John H. Ta l'or Jr., Mayor 3 City of Opa-locka Agenda Cover Memo Department Director: Gregory D. Gay Department Director Signature: City Manager: Darvin E. Williams CM Signature Commission Meeting Date: July 12, 2023 Item Type: (EnterXin box) Resolution Ordinance Other X Fiscal Impact: (EnterX in box) Yes No Resolution Reading: (EnterXin box) 1st Reading 2nd Reading X X Public Hearing: (Enter X in box) Yes No Yes No X X Funding Source: Account# : (Enter Fund & Dept) Ex: N/A See Financial Impact section below Advertising Requirement: (EnterXin box) Yes No X ILA Required: (Enter X in box) Yes No RFP/RFQ/Bid#: X Strategic Plan Related (EnterXin box) Yes No Strategic Plan Priority Enhance Organizational Bus. & Economic Dev Public Safety Quality of Education Qual. of Life & City Image Communication Area: Strategic Plan Obj./Strategy: (list the specific objective/strategy this item will address) X m • • ❑ MI Sponsor Name City Manager Department: Planning & Community Development City Manager Short Title: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, GRANTING APPROVAL OF A BUILDING HEIGHT VARIANCE FOR THE CONSTRUCTION OF A PROPOSED FIFTY FOOT HEIGHT METAL BUILDING ON THE PROPERTY LOCATED AT 12705 CAIRO LANE AND IDENTIFIED BY FOLIO NUMBER 08-2128-003-0530, IN THE I-4 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE. Staff Summary: Pursuant to Section 22-58 of the City of Opa-Locka's Land Development Regulations (LDR), Ordinance 15-31: "Owners of lands or structures may apply to the City for a variance from the requirements or restrictions of the Land Development Regulations; except that no variance for use or density issues shall be considered". According to Section 22-58 of the LDR, "An application for a variance shall include a written statement by the applicant with supporting explanation and evidence regarding the following requirements: "1. The particular provision of the Code which prevents the proposed construction on, or use of the property. 2. The existing zoning of the property, including any previously approved conditions, or modifications. 3. The special circumstances, conditions or characteristics of the land, building or structure that prevent the use of the land in compliance with the terms of this ordinance. 4. The particular hardship that would result if the specified provisions of the ordinance were to be applied to the subject property. 5. The extent to which it would be necessary to vary the provisions of this ordinance in order to permit the proposed construction on, or use of, the property. 6. A disclosure statement by the parties with at least five (5) percent interest in the project shall be signed by the applicant and notarized". The applicant, International Scrap, LLC, intends to construct a fifty foot tall metal industrial building on their property at 12705 Cairo Lane, and identified by folio # 08-2128-003- 0530 in the I-4 zoning district. The applicant has submitted a request for a variance in accordance with the City's Land Development Regulations for use of this property that without a variance would permit a maximum building height of twenty feet. The City of Opa-locka's Planning and Community Development Staff has reviewed the application for a variance and confirm that the application meets all requirements set forth in Section 22-58 of the City of Opa-locka's Land Development Regulations for a metal building in the Industrial Storage and Salvage Zoning District (I-4) Financial Impact There is no negative financial impact from the approval of this legislation. Proposed Action: PCD Staff recommends approval of this Resolution. Attachment: Draft Resolution PZAB Variance Application Package PZAB Meeting Minutes Page 1 of 51 " THE GREAT CITY " (4(1////' APAcagiCAGIA K. CROilaa Received: By: Date: PLANNING & ZONING BOARD MEETING SCHEDULE AND REQUIREMENTS FY 2022-.2023 '' TC'FAL FEES: ;G .-�t11`1. D ._.New Fees as of Octcher 1, 2013 FY 2020-2021 Meeting Dates 1st Tuesday of Each Month) Date AJ rlication Found Sufficient October 4, 2022 August 19, 2022 November 8, 2022 September 16, 2022 December 6, 2022 October 14, 2022 January 3, 2023 November 18, 2022 February 7, 2023 December 16, 2022 March 7, 2023 January 13, 2023 April 4, 2023 February 18, 2023 May 2. 2023 March 17, 2023 June 6, 2023 Apra 14, 2023 July 11, 2023 May 19, 2023 August 1, 2023 June 16. 2023 _-1epteint,er 5, 2023 July 21. 2023 1. All individuals seeking to appear before the Planning St. Zoning Board must submit a complete Planning &. Zoning Board application, with the required documents and fees totaling (as established by ordinance). paid by check or money order to the City of Opa-locka. Failure to submit all documents and fees will result in your case not beinrz scheduled to be heard at a meeting. If the applicant seeking to appear before the Planning & Zoning Board is not the property owner he must provide an affidavit of authorization from the property owner. All regular meetings are held on the first Tuesday of each month at the City ofOpa-locka City Commission Chambers, Meeting Time 7:00 P.M. (time and location are subject to change. please check with the Planning and Comnnmiq Development Department for exact time and location oldie meetings). 4. ;application package must include all required documents per checklist and fees of The City ofOpa-locka. The application will be reviewed by the Department and will be scheduled for the next P&Z meeting upon finding of sufficiency. 5. You are required to complete and return this application along with all the information and documentation (see page 2 check list) requested to the: City of Opa-locka Planning & Community Development Department 780 Fishermen Street 4°i floor Opa-locka, FL 33054 Telephone: 305-953-2868, Bxt. 1503 Facsimile: 305-953-3060 RcI rence to Ordinance t5- 1 3 Land Development Regulations/ Zoning Coda: Ordinance 15-31 Pagel of 5 HE (MEAT Gay ( ,(t•; 194 Pid PLANNING &. ZONING BOARD APPLICATION Received: By: Date: APPLICATION NUMBER: CHECK NUMBER: DATE RECEIVED: PROPERTY OWNER'S NAME: K , 117 , `s l0 / l/cr„ (j( City State/Zip Code APPLICANT'S NAME: ,1-✓)�'�+ l%,! l,0`1J Sere Z6 C 33a q PROPERTY OWNER'S ADDRESS: APPLICANT'S ADDRESS: et Nun7b^r/`yin..-;t Number/Street Cite Sfate!Zip Code PHONE NUMBER: OFFICE HOME OTHER SUBiECTPROPERTY ADDRESS: ica7°� ! j"G Number/Street TAN FOLIO BER: PRE:;ENT ZONNG: LEGAL DESCRIPTION: %sue 33os y Please check specific request: Tentative Plat Final Plat Comprehensive Plan Amendment: __Small Scale; Large Scale (please specifj' hype of amenebnenl below) Rezoning Drainage Plan Fill Permit Request Preliminary Site Plan Review Final Site Plan Review Conditional Use Permit -No Plans Conditional Use Permit- With Plans Special Exception - No Plans Special Exception - With Plans Development Agreement Restrictive Covenant J t `)LOther- Please specify: llefl'4-^ez . ..5 -15(r -f" itA,4N• Add any additional information that may be of importance to this request: Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 Page3 of5 PLANNING & ZONING BOARD APPLICATION (Checklist) Received: By: Date: Applications will not be accepted without the following data. For a public hearing, fill items below are necessary and must be submitted. Completed application form Application fee payable to the City of Opa-locka by check or money order Copy of property owner's and/or applicant's driver license/photo I.D, Ss Incorporation Documents (Inc,, LLC, ...) Affidavit (see below), and power of attorney of the property owner (page 3) (Both must be Notarized) A completed Neighborhood Petition form (attached) with the signature of each property (miler in front, in the rear; to the left and to the right of the subject property, indicating his or her support. for the proposed project, (lvlust include name, address, folio and phone number). till preliminary and feral site plans, along with property survej. signed and notarized application(s) must be submitted on flash drive in PDF format. Fifteen (15) certified boundary and topographic surveys of the property (two copies size. 36 :< 24 inches & 13 copies 11 x 1 7 inches). (he submitted properly survey must not exceed a maximum of Iwo (2) years from date created in order to be considered acceptable by the City oi'Opa-loeha) 1 ifieen (15) copies of Site Development Pien showing all drainage; water, sewer, structures, landscaping and parking in accordance 1vith the City's zoning ordinance; (two copies size 36 x 24 inches & 13 copies size 11 x 17 inches & at least 7 original Sealed Copies) ivlap showing parcel to be considered and all properties' legal descriptions the•eof, within 375' radius of said parcel. Map to be 1" = 100" scale. Owner's name, address, folio number and legal description on each parcel (Original and 2 copies size of document to accommodate scale) Narrative concept must be submitted with application AFFIDAVIT 1, �Ls.. 6AMstro , being first duly sworn, depose and say that 1 am the OWl4zT. of the property ,and 1 understand that this application must be complete and accurate before a public heating can be advertised. Signature �,,, Date Sworn to and subscribed before me: This c scJ or ga' eVA-3 My commission expires ) 0,4 Notary. lic ,rt h copy of identification Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 aa„goke;;kE. ANNE GARCIR CUrnmisslon # NH 243740 1;./r*rn0%�. (fxpiras March 25, 2026 Page 4 of 5 PLANNING & ZONING BOARD APPLICATION POWER OF A.TTORNEV Received: By: Date: This form is to be attached to all applications, and to be returned with the application. No application will be honored or persons heard by the -Planning & Zoning Board unless a notarized copy of this Power of Attorney is submitted. 1'o: From: City of Opa-locka -Pers,!ct/id-ice( ,SC' ./ I (,-C Subject: Power of Attorney (authorization for a person, other than the property ownzr, to speak in the property; owner's behalf). 1 rc'- of the property legally described as: , being first duly sworn,, depose and say that [ am the owner 1 do Rive to the power of Attorney and authority to speak. in my behalf in reference to the above de i bed�l�,roperty. Further, by affixing my notarized signature to this document, 1 also authorize Cj {t�, t ��, G.c(ve c/ ' aft_ �itj e to negotiate and commit to the City Commission and City Administrai ion in my behalf. I will abide by all final determinations of the City Commission and City Administration. 41:)1^; Q1 tLt!yi Sianature 0 3/1Z 8/63 Date Sworn to and subscribed before me: This day of 1/4rt.G&,. Pe 3 1 otary ' blic Rcicrcnee to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance I5-31 My commission expires: /�P5 .G y►'1 P—� ANNE GARCIA ti * * CommIsslon # Mhl 243749 Or w ��°` Expires March 25, 2026 Page 5of5 Attach copy of identification_ PLANNING & ZONING BOARD NEIGHBORHOOD PETITION RE: PROPERTY ADDRESS: /370S— — i LEGAL DESCRIPTION: Receivecl I3y: Dare: f"( j I6f 1 SUPPORT THIS DEVELOPMENT REQUEST I DO NOT SUPPORT THIS DEVELOPMENT REQUEST PROPERTY OWNER'S NAME: P7°- 6,; e Lcv Q 0/411)g, PHONE: 3 'S Hv' i":4k" ADDRESS (If different): iffnature Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance I5-31 INTERNATIONAL SCRAP 12705 Cairn Lane, Opalocka, FI 33054 Phone 305-688-2526 Mr. Gregory Gay Director, Planning & Community Development City of Opa-Locka 780 Fisherman Street, 4th floor, Opa-Locka, FI, 33054 Dear Mr. Gay, Re: International Scrap LLC (ISL)-12705 Cairo Lane, Opa-Locka, FI. 33054 -Folio No. 08 -2128 -003 -0530 - Roof height zoning change request. On behalf of International Scrap LLC (ISL), a scrap metal processing business established in the City of Opa-Locka located at 12705 Cairo Lane, Opa-Locka, FI. 33054. From the public records we have gathered the following information regarding the subject property; ZONE CODE 1-4 ZONE NAME LIBERAL IDUSTRIAL, STORAGE AND SALVAGE ZONE TYPE INDUSTRIAL MIN. LOT AREA ONE ACRE; 43,560 SF NO. OF STORIES ONE MAX ROOF HEIGHT 20' REAR SET BACK 151 The scrap metal processing business on the subject property, therefor, fits the Zone Code, Zone Name and Zone Type. Please note that ferrous and non-ferrous metal scrap salvage for recycling purposes is desirable and necessary for the environment and for sustaining global resources of these metals. At ISL, the incoming ferrous and non-ferrous scrap is handled and processed separately. The non-ferrous scrap is received, various metals separated, processed for volume reduction and disposed of under an existing one story building located along northern boundary of the property. Presently the ferrous scrap is received, sorted and processed for volume reduction under open sky but on a 12" thick concrete pavement that covers the entire property. The concrete pavement has a storm water drainage system in place where rain water enters several Inlets fitted with filters and disposed off to the under pavement French drain system. However, the drainage system in place is not acceptable to DERM because of already present undesirable pollutants in the soil underneath, pollutants mostly attributable to the Minton Dump Area on which the subject property is located amongst a lot of other similar businesses as is evident from the attached aerial photograph. However, Miami -Dade County Code, Chapter 24, Section 47 requires that ferrous scrap processing/recycling be done in such a way that does not cause any further pollution to the ground water; therefore, the storm water either be treated to remove pollutants before discharge into the ground water or the processing be done under a roof so that storm water does not come in contact with the ferrous scrap. Under a proposed Settlement Agreement to certain law suit, DERM has given ISL four (4) options to bring the facility into compliance with Chapter 24-47 of the Miami -Dade Code. A partial copy of the mandate is attached where the four (4) options are mentioned. ISL favors option no. 4 and wants to pursue it because of the following reasons; Ferrous. scrap processing under open sky requires treatment plant to allow treated clean water discharge into the ground water, but DERM does not want discharge into the ground water and requires pumping into the adjacent NW 127 Canal that runs along southern boundary of the property. The subject property is narrow and is not adequate to accommodate both ferrous scrap processing/recycling and a treatment plant & pumping system. Therefore, treatment plant & pumping system option is not feasible for the subject property. The option we are left with is to provide roof over the entire ferrous scrap recycling system. We have carefully and with due diligence devised the scrap receiving, handling, sorting, volume reduction, storage and disposal system that would fit this site, accommodating ferrous scrap recycling process under a metal building to be located along the southern property line, 88' wide X 288' long and 42' high. Please see the documents submitted with this application as required by the checklist. The submitted documents contain, scope & work on the sheets C-1, C-2 and C5, however we are submitting the same separately as required. Please find the attached. The proposed metal building can meet all zoning requirements except the roof height. The current zoning limits the roof height to 20' while the roof height needed for the proposed building is 42' at front sloping down towards the rear at 34' height to facilitate rainstorm water from the roof discharge into the NW 127 Canal. The need for such a high roof is due to the height needed for machinery operations under the roof since most of the recycling operations are performed with the heavy equipment as illustrated in the conceptual plans. The proposed system provides 38'-30' clear height for heavy equipment operations under the roof. The ferrous scrap recycling operations are not possible under a 20' high roof which can only provide approximately 17'44' clear height for the heavy equipment operations. We therefore, request your kind review and consideration for zoning change to increase the roof height limit to 45', not only for the subject property but for the entire Milton Dump area to facilitate Miami - Dade County Code Chapter 24-47 compliance for this property and for others as well. We will be pleased to answer any questions or clarifications you may require. Very truly yours, Joe Carrero International Scrap SCOPE OF WORK FOR COMPLIANCE WITH MIAMI-DADE CHAPTER 24, SECTION 47 • THE EX. FACILITY IS REQUIRED TO BE BROUGHT IN COMPLIANCE WITH MIAMI-DADE CHAPTER 24, SECTION 47 THAT PROVIDES AN OPTION TO PROCESS FERROUS SCRAP METAL ON CONC. SURFACE AND UNDER A ROOF FOR SCRAP METAL PROTECTION FROM STORM WATER AND AN APPROVED STORM WATER MANAGEMENT SYSTEM. • THE ENTIRE SITE ALREADY HAS A 12" THICK CONCRETE SLAB WITH THE EXCEPTION OF A 12' x 18` GREEN AREA WHERE AN UNDERGROUND 1200 GALLON DOMESTIC SEWAGE HOLDING TANK IS PROVIDED. THEREFORE THE EXISTING FACILITY ALREADY COMPLIES WITH ONE OF THE REQUIREMENTS THAT ALL SCRAP METAL PROCESSING BE PERFORMED ON A CONCRETE SURFACE. • IN ORDER TO COMPLY WITH CHAPTER 24 SECTION 47, A NEW METAL. BUILDING IS PROPOSED WHERE ALL FERROUS SCRAP METAL WILL BE PROCESSED. THE NEW OPEN SIDED METAL BUILDING, WITH OVERHANGS AS SHOWN ON ARCHITECTURAL PLANS, IS SIZED TO ACCOMMODATE LARGE OPERATING MACHINES (SEE SHEET A-1 AND A-2). THE ROOF SLOPES TOWARDS THE SOUTHERN END, DISCHARGING ROOF STORMWATER RUNOFF TO GRADE FROM WHERE THE RUNOFF FINDS ITS WAY TO THE EXISTING CANAL. • THE EXISTING FRENCH DRAIN STORM WATER DRAINAGE SYSTEM IS PROPOSED TO BE ABANDONED, UTILIZING RETROFITTED AND NEW CATCH BASINS AND NEW SOLID PIPES LEADING TO AN UNDERGROUND SEDIMENT RETENTION/DETENTION TANK, FROM WHERE THE TREATED STORM WATER IS PROPOSED TO BE DISCHARGED TO THE EXISTING CANAL. SEE SHEET, C-5 THRU C -B IN COORDINATION WITH THIS SHEET. • n of Cot" it a767a4r age f 1. o ida D partmenit of Shits Division of Coiparatim ElePlxonio Filing Cover Sheet ra.....--.a!n.Kw�.„r..,...a;�....�.,a,,.,.�....r.....�.�+�. _ .. . r..._.....aW,^n.Yei�":: -".. .. . � ^�.""•"q"'�'G Note: Please print this page and use it as a cover sheet, Type the fax audit number (shown below) on the top and bottom of ull pages of the document, I1IIII 1111 (((111000046059 3))) aiii111uwiuNdiiioiniiuiu11miai1111uwwumi Ni100004@0583Ane- IYIIIIIVnhI Note, DO NOT bit the RE F...ESW..ELCA)) button on your browser from this page. Doing so will generate another cover sheet, From; oi,visaoli of Corporations Fax Number 1 1850)617»8385 Account Name t EASPKT CORP Account Number Iw01Q009QQQ9 Phone 13(4)”99-0839 Pax Number : (3QS)59..-9591. rrm 2h r- 03-0 t•rt ~`. • c• r, f CS :j s Vz 03.1 110Z **Enter the email address for this bueineea entity to be used for future annual report inailing5. Enter only one email addroga please.** FLORIDA LIMITED LIfA UTX CO, :KC Realty ITC Certificate of Status 0 Certified COPY m I a,a count 02 _tired Charge _ - I $►155.40 m L ri A. LUNT FEB 2 2'2010 lr,lectronio Kiln Menu Corporate Filing Menu Help https://eflle,sunbiz, org/soripts/ef3)aovr,exe 2/21/2013 r• r� n4 Afftn4 to p n ��Rg�L�� rw 'fa'ry: M rrr%y1�S Q Q •,!'.'fZTATZ * �i•; ,.. ANC i za 2y 410 pc; ► Tha name pi; the Limited A,tabWW .ty Company shat 1 be i C; Realty Lx+G The mailing address and street address of the principal office of the L,lmited Liability gompan + Is: 10800 Ai.scayne 537.w'. Suite 870 MiaMi., FL 33161 JI l ANN MOGX EEF3 pe' DB, a AEGMSWE'UD The name ,and the rletida street address cf; the registered agent axe: Joss earra.re gd..ry ..«M.M.r,M.,.-- Name 10800 Riscayns Blvd #870 I'iar4dta Barest 0.r3x'asa sip Ane HST acCeptablm) MIAMI $3101 CIty, State, w1 Z'ip Having been named as registered agent and to accept abzvi.ae of process for the above . o'ta red Limited liability company at the place designated in this certificate, x hereby accept the appointment as rec i,sterad agent and agree to sot in this capacity. I further agree to comply with the provis .one of all statutes relating to the proper crud PosPlete performance 04 my nudes, and T am farm. i,ar with and accept the at44geti.axxa oi' Aty pioai.ti.an ea registered agent ae provided for in QA ptex 608, W's,, inn Regiatare: - t'S signature Prepared 4y; Doris E. Cardne3.i.e ] 0264 SW 127 court hti.arn3,, MI 33100 Pike (305) 385-2469 EX] Who Limited Liability Company 1a to be managed by one manager or more managers and is, therefore, a manager managed oompany. These Artic1eo 4g Oxganiza .i.cf skull be effective Immediately upon approval of the Secretary 04 Kate, State of Florida. pmm in The Managers of the Company shall be °looted by the member(e) in accordance with regulations adopted by the member(s) fox the managgement qf ti;0 bal nces and afsa4 ra Of the COjany. These regulations may oentein any provisions tor the regulation end management of the affairs of the e CQmmary no; inconsistent witi}claw or these Articles of Or ;An setion. The_name and address o‘the . 3 member(*) of the Company are' rn mz, to Jose Carrera 3370 NE 190 Street, Apt 1018, Aventura, FL 331,61. r — c,4 44%, GSA Nathan Kestenmaf 114 Riamoon Roag1, Mason, NJ 07716 Signature of of a member or authorised representative of a ma sr, (In accordance with, section 608.40803), forida Statutes, the execution of this document constitutes an affirmation under the penalties of perjury that the facts stated herein are true). Jose Carxero typed or printed name of sigriee INTERNATIONAL SCRAP 12705 Cairo Lane, Opalocka, FI 33054 Phone 305-688-2526 Mr. Gregory Gay Director, Planning & Community Development City of Opa-Locka 780 Fisherman Street, 4th floor, Opa-Locka, FI. 33054 Dear Mr. Gay, Re: International Scrap LLC (ISL)-12705 Cairo Lane, Opa-Locka, FI. 33054 -Folio No. 08 -2128 -003 -0530 - Roof height zoning change request. On behalf of International Scrap LLC (ISL), a scrap metal processing business established in the City of Opa-Locka located at 12705 Cairo Lane, Opa-Locka, FI. 33054. From the public records we have gathered the following information regarding the subject property; ZONE CODE 1-4 ZONE NAME LIBERAL IDUSTRIAL, STORAGE AND SALVAGE ZONE TYPE INDUSTRIAL MIN. LOT AREA ONE ACRE; 43,560 SF NO. OF STORIES ONE MAX ROOF HEIGHT 20' REAR SET BACK 15' The scrap metal processing business on the subject property, therefor, fits the Zone Code, Zone Name and Zone Type. Please note that ferrous and non-ferrous metal scrap salvage for recycling purposes is desirable and necessary for the environment and for sustaining global resources of these metals. At ISL, the incoming ferrous and non-ferrous scrap is handled and processed separately. The non-ferrous scrap is received, various metals separated, processed for volume reduction and disposed of under an existing one-story building located along northern boundary of the property. Presently the ferrous scrap is received, sorted and processed for volume reduction under open sky but on a 12" thick concrete pavement that covers the entire property. The concrete pavement has a storm water drainage system in place where rainwater enters several inlets fitted with filters and disposed of to the under pavement French drain system. However, the drainage system in place is not acceptable to DERM because of already present undesirable pollutants in the soil underneath, pollutants mostly attributable to the Minton Dump Area on which the subject property is located amongst a lot of other similar businesses as is evident from the attached aerial photograph. However, Miami -Dade County Code, Chapter 24, Section 47 requires that ferrous scrap processing/recycling be done in such a way that does not cause any further pollution to the ground water; therefore, the storm water either be treated to remove pollutants before discharge into the ground water or the processing be done under a roof so that storm water does not come in contact with the ferrous scrap. Under a proposed Settlement Agreement to certain lawsuit, DERM has given ISL four (4) options to bring the facility into compliance with Chapter 24-47 of the Miami -Dade Code. A partial copy of the mandate is attached where the four (4) options are mentioned. ISL favors option no. 4 and wants to pursue it because of the following reasons; Ferrous scrap processing under open sky requires treatment plant to allow treated clean water discharge into the ground water, but DERM does not want discharge into the ground water and requires pumping into the adjacent NW 127 Canal that runs along southern boundary of the property. The subject property is narrow and is not adequate to accommodate both ferrous scrap processing/recycling and a treatment plant & pumping system. Therefore, treatment plant & pumping system option is not feasible for the subject property. The option we are left with is to provide roof over the entire ferrous scrap recycling system. We have carefully and with due diligence devised the scrap receiving, handling, sorting, volume reduction, storage and disposal system that would fit this site, accommodating ferrous scrap recycling process under a metal building to be located along the southern property line, 88' wide X 288' long and 42' high. Please see the documents submitted with this application as required by the checklist. The submitted documents contain, scope & work on the sheets C-1, C-2 and C5, however we are submitting the same separately as required. Please find the attached. The proposed metal building can meet all zoning requirements except the roof height. The current zoning limits the roof height to 20' while the roof height needed for the proposed building is 42' at front sloping down towards the rear at 34' height to facilitate rainstorm water from the roof discharge into the NW 127 Canal. The need for such a high roof is due to the height needed for machinery operations under the roof since most of the recycling operations are performed with the heavy equipment as illustrated in the conceptual plans. The proposed system provides 38'-30' clear height for heavy equipment operations under the roof. The ferrous scrap recycling operations are not possible under a 20' high roof which can only provide approximately 17'-14' clear height for the heavy equipment operations. Under proposed Variance International Scrap would produce undue hardship to the city of neighbors as the variance requested would only be for the property where International Scrap operates its scrap to process under roof where all the scrap is stored. There is no other business neighbors who require such height for their property or business as they do not operate a scrap facility needing such height to comply with their business, which such authorization of this variance given to International Scrap will not be substantial detriment to any adjacent properties as the proposed roof will be on the property of International Scrap and that the character of this district will not be changed by the granting of this variance and in addition it will not be contrary to the public interest or to the stated purpose of the ordinance. International scrap will bare all financial cost associated in getting the variance roof, construction and permit. In which this hardship shall not be self-imposed and also is not financial in nature. We therefore, request your kind review and consideration for zoning change to increase the roof height limit to 45', not only for the subject property but for the entire Milton Dump area to facilitate Miami - Dade County Code Chapter 24-47 compliance for this property and for others as well. We will be pleased to answer any questions or clarifications you may require. Very truly yours, Joe Carrero International Scrap r • C T. , a,� .'':77-!;:111 ,111111$11q1111111111111111 11 f1O1OR UrSN LL(• Lb •: Plum 1iAutu nrC') • t } •�NfQ , ID MDPA FOLIO # Jf1 Cai .,rs .lnc �.,' QI®C ASH IIJNK CARS I'IAN11i! • 1W,)---1:2_71,11 Rastiii Co po alon Pa In . ' H !la ,crki Pal,ts': . ,. t!Patia NIP, Us U, r, Io P_i,ls ?� d ljfllt?f6��U�(?PDnf:iS!i(, #€1 30-2128-020-0910 ##2 30-.2128-0.20-0860 ##3 30-2128-020-0850 #4 30-2128-0.20-0840 ##5 30-2128-020-0690 #6 08-2128-007-0351 1#7 08-2128-007-0330 1#8 08-2128-007-0283 See Attached Legal Descriptions ID MDPA FOLIO if #9 08-2128-003-0520 #10 08-2128-003-0510 #11 08-2128-003-0470 ##12 08-2128-003-0642 #13 08-2128-003-0644 ##14 08-2128-003-0643 ##15 08-2128-003-0645 1#16 08-2128-003-0646 1 8 1 s J ¢0UJ W� J O m LLI BS oa W -E kw Ct CCR aWo O co I H aQ°ga.E CANAL .SK ETCH OF BOUNDARY SU RVEY LEGAL DESCPIPUION. Lo t 16. 91oc N 304, NILE PAR.,. s 16 ing to 900k 310 Mere, recor ded as tPage 2. oN of tne ar os or Nrami-9atle a tlar pns J05r La lro L am �I. 33O59L ONE S1MAY BUILDING m -oaae Covnly oe •N-310, PK '011'0¢ eN Gcoro vete 9u 71a6ou tnooI and o M 1351n 91r e1:1. 69 ' Nest of centerline o1 C oro Line', elevation ,0 3f' NGVG MIkIU H. Ulrich �. ;;,",," �,�aaN SCALE 91I • 0' r•,r 1 4,00 DEN I LAND SURVEYORS, INC . Le 0281 1991 N-4 35111 AVENUE. COC ONUT 00000 , FL 33066 19541913-]966 FAX 19541919.0943 LANG SURVEYS 0 SUBDIVISIONS 0 CONSTRUC710N SURVEYS INTERNATIONAL SCRAP LLC (ISL) 12705 CAI RO LANE OPA-LOCKA, FL 33054 'SITE PLAN' SUBMITTAL DATE: 04-06-2023 DRAWING INDEX: 001 — SURVEY 002 — AREAL PHOTOGRAPH 003 — C-1 EXISTING SITE PLAN AND PROPOSED ADJUSTMENTS 004 C-2 SITE PLAN — PROPOSED IMPROVEMENTS. 005 C-3. METAL SCRAP RECYCLING FLOW DIAGRAM 006 — C-4 PRPOSED SIGNAGE AND PAVEMENT MARKINGS 007 — C-5PROPOSED STORM WATER MANAGEMENT 008 C-6 PROPOSED STORM WATER MANAGENEMT DETAILS 009 — C-7 PROPOSED STORM WATER MANAGEMENT DETAILS 010 — LSF-1 PROPOSED LIFE SAFETY PLAN 011 — A-1 PRPOSED ARCHITECTURAL GROUND -LOOR PLAN 012 — A-2 PROCESSING KEY EQUIPMENT DETAILS 013 — A-3 PROPOSED METAL BUILDING ROOF PL AN 014 A-4 PROPOSED METAL BUILDING ELEVATIONS 015 — A-5 PROPOSED METAL BUILDING SECTIONS 1(+A Khan & Associates, Inc. C onsulting Engineers and Pla nn ers 7400 SW 50th TERR . SUITE 105 Miami, Florida 33155 TEL . (305)-662-2301 FAX (305)-661-3962 SZF rc;h or sOM')AI r SUAvi'r h(./.I. DE;ica.P310/d. I.u! It, tlrock 30a. N,LE ',PENS S [IO/, n •.1a i. ff_ . �'US'S 3L00 •It7O C__ v., Cirg 1, , . ,T._,. :5 .93 ORE S!QA, tiUlcOinG U,nCDonIV 4,14 PII !19Fi9 nv!JSni! 0 55e ie . evvl an �0•9.31• v YLv9A � Mikki H. Ulrich . SCALE ' I. 3U 1IJ-N (nND SURVEYOR S INC. Le •/,B, all,. 35 . VV. SNI1 PLC 930 = 13541,3/1 .7.6 fix Main 9.n. %A AND VM 0 SutpVISIDNS PONS TRUi! OA 5 'J vtr5 +'.il t1,111, t "1,1►1 41' 101111iA11 ill! • r�1111i11p1 2023 AERIAL PH OTOGRAPH TOPOGRAPHIC MAP K+ A 7400 SW 50TH TERR. SUITE 105 Miami! Florida 33155 Kha n & Associa te, Inc. Tal (305)-662-2301 comm. No. 22-122.00 Con su lting Engineers an d Planners Fo x (305)-661-3962 CA# E900029467 LOCATION MA P INTERNATIONAL SCRAP LLC 12705 CAIRO LANE OPA-LOCKA, FL. 33054 PROJECT NO. 22-122 .00 FIG .# 1 EXISTING FACILITIES AND ADJUSTMENTS SCA LE: 1- = r0,091NG 12- ,.—_RE,DR ATM , _„ x60 C MUT E E BM N6 ucX 655.96' T-' I_� 65E.D5' NE =EJ 3(1 .VO 6G SCOPE OF W ORK FOR 00 0M PLIANCE WITH MIAMI-DADE CHAPTER 24 SECTION 47 • u1AM-DAD[O CTNAPIR REQUIRED. CTION 47 MAT DE BROUGHT AN OPTION TO P ROCESS FERROUS SCRAP RMETAL O CC. ST N CEi AN UN ERR A NK Far' r' STMu wn1ER uANn OS 11,1 S1sCM . CONCRETEINE ENTIRE SITE ALREADY I. • 12. THEN SLAB VAN THE GREEN MEµMI a WMRGIVOFDE TZ %TV= MET1 P ROCE250 BE PEPECRME THMIRAE CIRCREIES SURFA CE. HCw uCTAL OPOSEDVI AARitrEFERNOUS SC'0AP1v. ETAL wLL DE O PEN SDED METAL BAr.'K wTH gITIZ s AS CxIIES (025 SLANT. IS SAND T- 1. 515 005 LOPES OPERATINGZgr4ACWUES (5[F SHEET A -t AND A-2). ME R OOF ELOPES T u R 11 1 ita rFARw05 Drs wnii00M ITI RNM ANnl. REBEEIR G FRICH VI STO RK WA IF aT EIE sTs1[u IS PROPOSED TRIRR O 1x0 x40 CATCH BASINS MO NEn n /OE1EN lgN WOK FROM TO TREATED STORNNwATFRWSRPRana5E0 TO BE 6 axa AaN00 N0. 44E o511R f,..... SEE SREET. C -S MRM C -B Ix OeORr 111 7:(LOTARFA=10509550 o2 .11 ACRE, �rr u,P E[1 Aano SEE ROIL( A+o ©--. • 0 non QQ oRC)i Nawp se x 1wn0Nw D_. n alE p__.; ME Na Eo0wa. RELOCATED 6 STACKED CONCRETE ROCKS GFNFRAL NOTFS` MA o1DCD ON Z.H4ASwS S NALL REMAI N IN PL ACE ANO SHALL BE FILLED wTH CONCRETE E CATCN BASINS TO REMAINS IN PL ACE SHALL BE RETROFIT. AS NOTED ON PLANS 3. PRECnST 00 000114 4 01GN 4055 TOP M0/00 FLO OR SLABS SAME CCV00505 AS SPECIPIEB M ASlO SPECRICAROxs C-410 FOR PRECAST 0=411'.11:10 6. o. O0TH MUC111400000 0)09 00 05 ASIR a U01511. TO 000 0r100 540114, iuLLLT DIAMETE R EA " 11.IE RCESI SPE. MODIFY AND REIRO RI 111E BOTTOM SLOPE SUITABLE FOR NEw PIPES, SMUCILRES S HALL BE SE CURE 10 PRET THROATS . RISERS OR 010 00E TOPS VAIN MaRMUO OF 6- N0 .4 BARS 12' LONG. OR AS SHOVM ON SWEET 0-B . 01001E TOR.NHOLE OR '550511 BON MAT BE USED IN CONJ UN0RON 011" AN11MEl THROAT OR ITLTAR U Er T x0 LTIE Oio 917 ME wkly OF 11`aECASICUurtS 91RALL BE OF S u11 A Wx MAT SHRI NH ALE WILL IEMACE INTO OR Oui OF Ux115. 11ERNAlIMLT HVOR AUUC CEME NT Mnv BE USED. IRE OUTSIDE OF BRION WOR K SHALL BE PLASTERED NIM T2 CEMENT MORTA R. 01HERVA5E NOTED CONCRETE PROTECTION FOR REI NFORCE ME NT w CAST -IN -PL ACE CP PRECAST CONCRETE10(501 S BE IN ACCOROMCE WTI C HAPTE R 20. 'DU MDUM 000E REQUIREME NT S FOR STRUCT URAL I FOEND 12 51 STRUCTURE TO BE REMOVED 53 CATCH BASIN TO REMAIN A8014000E0 01. PIPE LEFT IN PLACE EN. PIPE TO BE REM0VE0 _5, STACKED CONCRETE BLOC KS 612.4' (3450 55 EAC H) EN. MONITORING WELL PI AN NOTES' ® 04104E 241AL COVER AND SAVE FOR RE-U5E: REMOV E Ex. FILTER D BAT TLES. O PLUG DOSTINL E ESECN) ENuWIN 5 3 9000 0CPS 0004 5: 0.4 w/100 SLUMP: SEE ® 51 THE IHREE(3) 505TERN 00100 BASIN0 03 01 , FILL EN. 0400. 505 RI 3500 1151 00400510. LEVEL 0,111 TOP 05 4 05154 SLAB . 0 5050 94 PERFORATED PIPE TO RE MAI N. EN05 PI D00EO PER NOTE No, 2 . ® REMOVE EXISTING PER FOR ATED PIPE. GENER AL DATA? g4":7 4= C t1v 065 '! Fao ER NE cn -2Wv BA ;LOW DON . 47 .001DVD DIADRALL TA EXISITNG FINISH FLOOR ELEVATI ON AT OFFICE'. 517' NG VO EXISTING FINISH FLOOR ELE VATION AT SNIPS 1 .47. NO O EXISTIN GGROUND WATER TABLE ELEVATIOELEVATIO N:♦ Luq RCM OOSEDD B ILDINC FLOOR ELEVATION: ..s A DJACE NTLOWER GRADE, a M.ACENi ORME: T4A UTITUDE: 25.5313 . Inta nwllo nol Scr ap LLC EXISTING FACILITIES AND AD USTMENTS Do PADRE L, 32 . 1'3200 F AT P C-1 ALE G_m 660 N � . F-E unc.0 u. -474 LIKAIDO 6' sr ED CONCREIC BLOODS PS 11441 O<Y L9p{ BIND US f.P.P rR:i A .. 65 ,�Nx�,R . ATA PR 656.05 R 1 C A l'3 PI o11I IIVORA cam: PROPOSED IMPROVEMENTS — METAL BUILDING SCALE: I" = 20'-0 " 4 .Zo .Lti-a N LOT AREA • 105055 SF • 2.41 ACRE) 1 I �. PROPOSED METAL H iD NG gµ nd, RR. EL. 0 N - e» 0w I FOFND 05 t r5 e SCOPE OF WORK FOR OOMP1 IANCE WITH MIAMI-OADE CHAPTER 24. SECTION 47 • DIE BROUGHT w IS REQUIRED TO BE BROUaIN CONPUAND1 MI ANIxDAOE CH APTER N. sax. 4] THAT PRO VES AN OPTION TO PROCESS 0ff SS SCRAP P METAL ON COON C. SURFACE UNDE R A APPROVED 51 0Ru WATER wANAEw .f nsEM . • ME ENTI RE SUE ALREADY HAS A ID MIE CONC RE1E RLAD wM ME n IY . IB w AREA INCASE AN uNDERI RWHO 1200 OOwESnC SEwAE HOOwG fA n ALREADY oT2,1S wM gS L "' xE UIFETIE Tx SE NLlF5�A0Y UEfAt PROESLuO BE PERFO RMCO ON A COn[REE • COUMY wRl CNAPRR 2a SECROx l' A rZ NETM EEEO wIE RE ALL rtARWS sCAAP METAL wLL RE gOCESEo. 71 NEW OPEx ,11.9 uET AI B UUOING w1H OLERnANGS T VINES (SE WET 0.D AND AE 0710141E ROOF SLOPESARCE ME sWMERX EnO . DISCH1,V ROE S10R uvuiFN 11,Tc T R Wx RE ME RMNEf nx05 I15 wAv 10 THE EpSnxc cuuL. • InnE MRu IS PR OPosEO o 0E w AxOEADDxc N ANOA UEROROUnD OUE NIR[RNBOnO/D[rt ITIOH DISCH ARGED TOE XI 1HF. THE RO EE SHEET . WART- IS PRU C -B i tl TInC CA N.. SEE SxEET . C-5 MRu c -e w COOROINAnaII WTI .15 WE T. EX . 0400400 4 PROPOSED ELEVA TION EX . CGNC. SLAB PROP05E0 GONG . OVERLAY BOUNDARY — — PROPERTY LINE EX. CATCH BASIN PROPOSED CATCH BASIN f EX. MONITORING WELL NOTES: 000CE55OO 0 00 510 IYPP550G1EIAENOR 000OUT, Mt4trRO a. oaortcaT E ou x:w wAna CONTACT R1TH FERR OUS METALS. 3. PR OPOSED BUILD .= SH ALL BE A METAL BBIu111DYIINCC BPEO0LTv SUO-0001100C10R. MET, 4. SE A -A FOR BUILDING ELEV ATIONS. 01 OIUCIURAL GENERAL NOTES .1. AND 'J 0x EEI 5-O FOR AO OTIONAL INFO RMATI ON ON METAL ORlOI Nc. E. SEE SECOND ARY C ONTAINMENT AREA DETAILS PROPOSED IMPROVEMENTS - METAL BUILDING DOG 01 o Cci:EO moo FL. U ..4 *I0--1 .5 SFA .-0000 DR1'1111:, C-2 =�,Ps .W GP.G I 1.00 11 0' 271/ tnal it aF. an c o n.re .e n prc.. sc . a0> ann0ar47141narmmIMrmcrwGwmm•ar0w100 .tr YJngLr0✓'s Fo c0xc L1E ernes PF00EE3SZr�iC 'S �SiR.`P'NE ��I pa:e 400, 001 656.05 CANALq. 1 655.98 ' N METAL SCRAP RECYCLING FLOW DIAGRAM SCALE: i" - 20•-0 " _ a r....wr✓xx abltrY v r[ ran/ nu .rr•ma✓9• ns.✓un [ wnmrc 0000[59 9 0/14 ;n i ._ .0 - . .P ..o 00. ram/ a1 e Mint I M INIM MoltlellIA411X10. 401., IR OCZOI N G. IT.. WARTY rumnxwius«wrnr.r.Oop ....nrS n17•Wt M AY .rr..w n uSxnnrnimrnnanr0rcuwarnarr•sw r 9w[en n.2NE .. ..ISM memo 0�mama my o.rawr.ee� Sw aurpgmmaaunsev.. n^ .4. LFGFND - IWOLIITL *NM -) MOWING x^ mows senor Kr., 00100010 MOMS n sCRw v[ru (r[ wus w0 xurt utrw wrG00. nn 0as90 SCRAP ue L (x^ r[nxwS sm.rl International Scrap LLC 0 .1 C-3 P. ,[s . F DA- IL v.L #10,1) vaarEa w - N. -)w` z J TYPICAL PA RKING DETAIL. SCALE. I .11-a• 7 ;,W41.;'"' " 1 r1 (' SIGN GUM k_ ut 13 655.98' l�+C 1; 5 BFI 81:1 T i 311 61,1 Sf.�'F aEfr epGCESSivE Gt�sS Ic PAM WAN J4 1.mcvt nn. -. C anal PROPOSED SIGNAGE & PAVEMENT MARKING /Ir �[uemu r ectr5 tevr• COMPA NY POI 1CY & RULES SIGN DETAIL FOR S -2A AND S -2B INTFANATWNPI S0RA , LI.c COSIPAIITPOI WOW MVO .. BF xGOuNorlrt [ S -2A INTeRNAnoNAL Scam, Lic 5-2B COMPANY POLICY & RULES SIGN 5-2A AND 5-2B (IN ENGLISFI AND SPANISH) 1 SIGN GENERAL NOTES: x amr oo�N�m arrxouroa mw a me GENERAL DATA: EASE •7 SPX. W HIST AOSA CSIII PAN. ES 1 FO,FND MOSSO RM.. IX ® v xoroer SO c� d em vx :y. [. aa,raxa..a, PROPOSED SIGNAGE & PAVEMENT MARKING Int ernational Scrap LLC ra iRc a[siCluxnl R[wunvFi H;f5nc a7”" 12 21 01 EAS F C-4 ASCW O 0: 655.98' w J O LD pa iI 'sl SIDE NEW Aggaige FRONT NET/ ��an,A TIDxa , CPARKY Yl fi Ma ' uE Y TI��I Iil�! HEAD W ALL DETAIL N.I.S. Co R oue om Rau On V) �+[ utCa 6' inC o CONCRETE a Wx5 L o no, c" m1a PROPOSED STORM WATER M ANAGEMENT SCALE. 1" = 20'-0" a,.656 .05 Can al -- N SCOPE OF W ORK FOR COMPLIANCE WITH MIA MI-DA DE CHAPTER 24. SECTION 47 - CHAPTER R21, SECTION E47 THAI aTHuup REWIRED TO BHT M DESCON PT. TO W085 sounx RATER PRDTECnoNF O.SIOId.nu"wAM1' R AxD Ax uPROVFD STORM RATER uAxACFMFI+I SYSTEM. THE ENTIRE IA IV ENG Eo OF 1T .ALB' LMN AREA IL vInE ,:ireEcoroO ION A5ITEAADm TUT RAP u ETALPROc SS. 8£ pERFORM E0 ON REQU IREMENTS IN ORDER 10 CO MPLY PITIgHAPIEThAo SACIfLAMEIT.IfTet prITECTUP LN UNS AND 5 BUILDIN G 0 ACCON.DATE LARGE EE g5EE9 .EEl A -I o G A -x1. gl itrAUZENSOFF TO E LA W ME RE THE R UNOFF TINOS ITS 'my TO TH E SOEBEMABAHO100040 70bxG4R RETROFITTED AND NEW CAT BBASINS AND NEW E01RWXD SEDW ENi 010540 10 80 noN DTnf mEA1ED510nN wnrtR IS P ROPOSED 10 BE DISCHARGED O EXISTING CANA L. EE S HEET, C-5 DO W G -B IN COORCINATIONSNEET LE, IFND IC HIGH 'r:.1F "., TIR N[, rx N1 PROPOSgD METAL BUILdING 110. EL. .0- 0 - 05 .3 mkt 1l i ..e CAUTIO NARY NOTES FOR CONTRACTOR (GC) 1 IS CONTAMIN ATED AND MAT SExLRnlMDaus loxfN x iAPV xgAR R[IBi V�ax5 w6 E NOT 1!Rx�ioRCTfuPAWNE NT Au NLABLE AT ENC.. OfflcE. DISPOSED Of STE • 3001 3 060(POL DOOI 1 1 *0 u10ADE5013`Nc.p x0E *D:Pio omin0u io A2VIs evcniD ro 0E`" Is CARE. TREATMENTOFORTP OLLUTANT As REWIRE° Br OFnu AW OINER 1S4 ENIAR ON MENTAL C AwUCABLE)A ND KwIRES nfauTORY AGENAICS xC mm MAAwi�;Ifa aClTsp [u�o [CAS L�xo�RaRi S 9wxTNirnC a sSlaRwo DCIW aVRffNiA`mFs�i Mm COxiAn xAlE o 5. E BIESTT Of COxSUAL LLLPNYS uowLEDGEAND 4 .IiSLCAL ANO IREPORT is Fut CON TRACTOR'S INFORMATION WLT AND IS PRO MDFO ITS CSPO NAE? On Ary OE NATION5 OR vARUTONS THAI NAY On MAY rim ws* cou� �PiELLONuo o IwL; cT ws oml aDTEcnNlcu Am rowaHNrNlx ca,sl nw nrtYPwis foR Er. ELEVA TION PROPOSED ELEVATION EX.CATCH BRAN PROPOSED C ATCH BASM ABOxDONED Ex. PIPE LEFT IN P LA CE NEW SOU O (NON -PERFORATED) HEAN7 DUTY BOOMS PA 0 N' D A HOVE PPE PROPOSED OVERLAY BOUNDARY PROPERTY EM. MONITORING 1. L ern • w. 44 ell a CAN A L(L IFNFRAI NOTES: RS NONOTED AWED CATC H B ASINS SHALL REMAIN IN PL ACE AND SHALL BE FINED MTH CONCRETE On PIA Ms. D. EXISTING CATEIN DA SNS TO RE.. IN PLACE SHALL BE RETRaNTTEU AS NOTED W PUNS. D P9 5 ECIFlE EA51)3 SPEGFI 01 DNS C-000 100 P45 444l 00 000010 UNIIN SANE CONCPEIE CWSTnucrtDril BOTTTS aEDALL =1'g/5 TOGA DEP EOU DRAL%sz,,La B,—. OF THE LARGEST PIPE. 5 STRUCTURES SHALL DE SERE TOOINL T THR OATS. RISERS aR M.HOLE TO PS WON xWlNllu Of BARS IS NOW a. MANIIMETiOP . ANR01JU NCTIO N4 OR JU NCTIO N BOX NA T BE USE0 IN COMAI 401100 5110 ANY INL ET THR OAT CR D SEAL AL 1NE ANNULAR SPACE BETWEEN ME PIPE AND CONCRETE SURF ACE. S001000GSEDE AT OLL HOT C IAL .E 113000E PIT O OMAE R CUT OF UNIT5. M100000LVELY HYDRAULIC CEMENT MA Y E USE°. a.THE 0.510E OF OWN WALLS S HALL BE PL ASTERED WITH 115 CE MENT MORTAR . S. IN ACONCRETE PROTECTION FOR CCREINFORCEMENT TNPRECAST OROA N.E 8010 0 0APTER 0 .0*11O. REOU PENIEH10 FO RSI RUR0044D C1U[ETE SH ALL BE CONCRETE (A 018-11)'. a�7c�rmA 'a Internatio nal Scr ap LLC PROPOSED STORM WATER MANAGEMENT � pm A.ua.n.k w.. n C-5 Ixu nrvrone xranrN C TOTNv.MC. iL "PI LdT .'."3 Br:01FR DrL'(n')A 'r 10 ,10 sA w cur Ax D •TIN . O. 0. SAN CO6 Ex. ce B- TIN . to o' SAW WT NiaM ce. e �!rv. CM1CPLrE fi A BRIC K 0 CRAM.- U.S . C ( Aw) -I I GRATE• NEEDS I t R PR .c) s E " l ^ f , 2 e �, Ex tx c ME an iC W AVE Nr• Et -.]a6 1 ,-- .CO. RESTORATION T. (3 cx D ce2• AFTERE E S ) Y P } I CR ATEsl APPROVED vE0 W 54:A ✓€0 SL NEEDED , .' aS I NTO E R E CO NCRETE " < JAS wi SE EH • ]06 q[RE -L. ONO , RESTORATION AFTER we, NOE OWL CAOU NOaAOE� GREd MC SY R6��JY / N a n ( PPxa�D E I( I 5# IS3 ,0r Ewi,[ [OxC NSf1•y M'E _ EIE Ex r ca P A+�f MExi '�--+ .l n" ^ '�J MLR l Y• L=�C xLft _ COMP TEO _��.---1, E 0 FILL � _aX. i� CRESS COMPACTED —:— LINEMEN FILL C kCON �.■- m UMER001 FILL _\ Pwe x n SEE -- - - tl A : fi 2_._. ._ '_ B. NTO Ex. CO . �. aE IEpFEY un DRTLI. LI;;;; A T AT rl v € • fx0 0 c �nrv. w_ nEW PIPE nsrA LAn gg�NI' SEE CEn ExAL x OIE(�On Sm. c-5 BE 6- n. ANO SS)H AN LL BE S• LAR ER TH AN PPE On ALL BE b, E Io CAS AT DIX ,FALL Ca AORG CATION f -f Y IF xC w APE IxsiAL AMMJJ,, SAES '"F N01ELJ-' v fi s rROEaALi BLOOD - y0 N0 p . _ t' . ABP [nia E OO • - \• a L -k- WASHED ROCK uNOER BASE STCEt''' SECTION AT EX. CB#1 1 I --k' WA5x00 RO R UHDERABASE S1EfLiIEO SECTION AT EX . CB#2 2 Ramt c .E. w. 1 - - D EOO"S REO L-iS• WASHED Rofit [ STEEP' SECTION AT EX. CB#3 SCALE 1/2' = 1' C-5 SCALE 1/2" = 1' C-6 SCALE I/2 " • 1' C w 0 31 AAWND Ex cv e' nw 0 5 WI. AROUND E C _ B / f TES L ENCT' E C 1 9] - -0,t0%,',.',- _ -- [0 6x R AP NEw P VE w5Y �„ ro I OR GTCH 0A5 ) I°} Nu vs faDx20 rRA I a .5 .) a l NO 511=. 3 d (OR MPROLE0 COOK) SL, .E. v IN -- DRILL Elxl iY0 D B. 0 E DRILL SET EP E 13- CONCRETE f NE Nr �C rl - pA�Y aLEIE 1 EL 0 R OO NEW NST A PI PE roc �]� a yAx) CRATE NO . C y -'""E] (R O AL) 4 P NEEDED } E . !1A d OON ! YrSf! W E MERLAr EE DU NE /F6 A 1 [sSLAB Ex. [O„CS I[ 6O 1 .. W} EX CM[RETE ' eL AB 7 'OELOU/Ex s 14 " I\ SLOPE `� R } c A AI .... ...>t $LL E¢ET n aw -� �$ mR - 4. � 7 — C _ - rR �f uN K FILL IN •.�---� • . .. _ _.. _+LT-_ ''''• RE MOVEROC K D o ex. PPP EAiN RE NOME E �PE,g ERE ]STRInK (40 .57NENRoE PE _ LONG `LED SE [ w. TY e .k SEINTO H wE'POxY NlMw COYP AC TEO L E ROCK ntl W qq,�� - g• CH SII, C-5 02L>!, •� -A lB e Tx. zw1L. .._ . �. ... -HOLES OR PIPING 5N lac001 Ax SHALL BE FA Bm0 IB d A O I. COUP ACTEO MERO[R uE w C B. FILL PINE 'St' �y ENESN xCRK . / T _ �,_ S ��''++ ORl2J �E};a51;_ I ' B- -HOLES L BE BE 6' L CER aN PIPCAST AT TI. OFA 1CAION i R' CONCRETE- PAVE MENT TV1:0 ExO12' EEEw r<, .._ . 45 Nv q NEw PIP E NOTE(/) SEE H. Ox 5 � ? nn � y lxv. NCw / C 13- E W •. .- gc 7� i Y.• W' ASHEO ROCK) ONO ND plr OP P E SECTION I -k' W ASHED Roc= '� y f - TIP, moo. IMDER BASE STTEEi ED SECTION AT NEW CB#4 .. f e Tw. w A5xE0 ROC LA MERAA SE STEELnCO SECTION AT NEW CB#4 5 SCALE V2' = 1' SCALE 1/2' = Y C-6 NEW PIPE INSTALLATION SCALE 1/2 ' • 1' L01TE SLAB 8./I ( ER 55W CU T e E I� Sue _.... / N 1`OR[etTrAL x. 1 J-0' T- T - SEE TAIL /c T TD _00 02. 0 05*004 L ,,,_ .- GENERAL NOTES: 1. OEWAIER As 0002 550 FOR 5STKLA1O, F. 0LY WORN PLACE SEE 00 811,00x1 E E UMEROCN FILL TO OBS AASHT a i 1 80 ( P DENSI TY CRETE SHALL BE we - MOO P s, W/e .s SLUNP r (_05- . r1 ALL NED, RF NFORCT. STEE L SHALL commie TO ASTN Ps +, W HERE I NDIC ATE, REMFOR O. O ARS SHALL DE SR M HILTT Ho RESOD v3 EPOxr NnTCx wRI. -._ MIST,. coNc 1 U 0 1L Pe F EN D-, t 1 LAP °-DF anE 511OVO �wCS N ._.�4 , I dAPP LICAE LE J! xisTALL KNOW EX ROC140 FAIN.FROm Ex. E0 OK • d -NEW COMP ACTED WTI Ylr4 tII___i_.iiJ: IN N. ONC. E SECTION W] SO A. (T27 OR e ffa L. ADD'L REINF. (L A DCs ) DETAIL AGE) AT DowY k . 0V i� ��A.a�, n'' mug SECTION 7 Int ernation al Scr ap LLC STORM WATER MANAGEMENT SECTIONS AND DETAILS ! ='=Z= m uleza '' ""'° NEW PIPE INSTALLATION e 6 SCALE I/2" - I' CONCETE SLAB OVERLAY c-6 SCALE 3/4' I / CONC. SLAB OPENING €111E'EMI SCALE 1 /2" 1 �)� (() (�7J �' a n D E• ❑ C -U J_ IJ-_-S9,)'^- ' , ." w =VII .x. w..aon�u, aem• a w.. m.. s1,110,50, ¢ w l —'o -•�-_ L:�tLt,` , r'i t t BEST OUR roOCE RcwYOx; I nnuax. 11:050x5 PLAT... TO IL, ,I:. p 8,-' s.] YKE , maTED 04 •LA -DM I ISM TH 9EF0NE COMMPLIANCE TLnmo� 50ECIf1CT01. BEFORE PURCHASING MATERIALS OR 5 COPIES OF 53070RANNNGS 0R ILLU SWATON SHEETS FO OR APPROVAL By 1110 E[^G NEE0 TA FOR `L SHALL ALSO FU RNISH RIPS axo SPECIFICATIONS AND ENGINEERING F. ANT EtB RECN E51E0 Sr ENGINEER. THE APPROVAL OF SHOP OP. vS O I.R�GOSTER A 09 ME E5O NEER SH ALL NOT RELIEVE ME COxMAGTOR Or WORKIN GREONSTM LITv FOR ERROMEOUS OR INCONSISTENT OI NE NSIONS NOTATIONS. OBISSIONS OR OT TER ERRORS, OR FOR 1HE PRO RER NMCTION WG OF THE COMPLETE INSTA LLA TION_ SLANG U11LmE5 ME SHOFm Ox MESE PUNS. nUnE2 SHOULD BE vER1OF0 STMT OF 1 OPERAT it'e Ox N DING OMER Tu1N T1E5 CDNNCL RESOLUnGv W lL tl[ PROLRDED TYPICAL DETAIL FRAME & GRATE T.S. 1CONORETE OR BR,IX SECTION N.1.5. TAN GRATE. 153 sU.. FR AME: 215 LBS. SECTION N.T.S. 0 AFFLE PIPE PI AN VIEW •MAv p6MU9E0OIx5TEA05ot U INSTALL B AFFLE PIM TOP PLATE ABOVE TOP OF OUTFALL PIPE A ND BAFFLE PIPE 6' BELOIT WV, CF Of OUTEALL PIPE. WALL POLLUTION CONTROL DEVICES — EOPRR1 OSEAL r -N1 10 iW PlnlE OF 90101E 210E UM MLLE - L1 TD x/111 N/ WITH DRAIN INSERT PLUS DRAIN INSERT PLUS 91 014 OR APPROVED EQUAL SRA I1, II ROLL UP' DOOR s EN. ROOF OV ERHANG AREA #1 REWIMREO CMM1T° F-55 c 316x5 Ir. OR DRUMS CAP ACITY 0061M E0 .2 .5 CF 1355 OF REQUIRED AREA #2 IIfrrgaeo ro 3-55 01410115 0) 515 51" 2.16 CF • 1311..2. OF REOLRREO IS I c� GALLONS PROPOSED FOR MET of*onL DEL Exu ED BEL GHT Aa . .. _ I :..5E.Trz REm -pNFEL A AN M , d OW,x +w cOF BRACL ELSUPP ORI AREA #3 ND CMKIE<EPOON C IL O sCF • v0 G ALLWIS DETAILS FOR SECONDARY CONTAINMENT AREAS SCA LE: 10 - 1' -0 - AREA #4 .COMFAP AUP T 5-55 GALLONS WASTE QIL DRUMS PROVID ED Cr a 137.92 70 RECTOR. DETAIL EA . CMU WALL_-.�� DR UMS PauirslLL 27 03 DO WELS O IY,-, O.C . DRILL 3' INTO N K. SLAB AND SET terra SECTION SCALE: I.'N1'-0 - PRO MO COATI NG111E vF CO NTAINMENT n1E cO x7AixMENi SURF ACES EF r;`G:M. ( R¢51 11NS "DEPM PROPOSED. CMu_.� WALL ) R5 S TORAGE— O0u0\ FUEL AREA PRO NIX 522 4E1.L SPILL NIT SEE . B/G-7 ALONG WALL P ROR 10 CAMINO ME CONTAKTMEM SU RFACES (2170.1104 9451185) J RO J STE 9TR1CD rvaT OAL. OrTs' DON O ECCASED i 'E IX NOZZLE S UP PORT IESEL TAxx C EfEAcIMSEni A52PF R \ NxUA1 NECOU MEuOAnONS _ CONE. WERL AY FOR \ (41504005 VMIES) 00 x1 001801 SU02002 ^J FUEL NOZZLE MOUNTING BRAKET DETAIL ESP UNIVERSAL 20 GAL . SPILL KIT AVAILADLE Al F.0 ELLSWORT H) DETAIL SCALE: N.T .S. crNrn v FUEL NOZZLE WALL MOUNTING BRAKET DETAIL SCALE: 5.T.5. 0FNFRAL NOTFS;; S 0050085 CONT AINMENT ARE A 1 SECOxpMr COnLAAVMENl ME a SMLL tlE EOUIPEO Mnl Ux nERSAL SFLL pi. SEE 0E14/1 7/C-7 COAT ALL 0.FUREA 05011100 0R ENGINEER WITH 550 AR MOR TORE DRUMS ON POLTSPRA PALLETS. B SLOPES: NE W CONCRETE BASE FOR CON TAINMENT AINMENT AREAS SHALL BE FLAT TOCKxE55A5ROEEDEO. M 1IX MI5. MD VARr STOR M WATER MANAGEMENT SECTIONS AND DETAILS Int,rnat)onsl S or op LLC AT peo- TIL E PUNS C DNORII RETADANS . PICLLIONG SCUMS PE MARC TO HMTL L Z2-122. 11 00 .110x. ORE 2201 {O C-7 D^2 AK TIMM L1 w z Q J i 4 0• om L ot 5 655 .98 ' �� 1 . ...3 .. _....••-•_m ..a . "`` � -,,. .. .. Iz .' .�N 6,WR n�nliP�nO61323374 '.f -_, -, 'P -- o., :® '.m.. . I� 61 • Y.e. ....... J 37686741 , moaB —1 E. , _ — E Lim0 561 81 I Lmur .F.�R .w tfr EX. ADMIN. BUILDING LIFE SAFETY PLAN T.S LEGEND > FIRE LINE WI - — EGRESS ROUTE MAY 0066 l t� 7 ) OCA ny 6'S1 Aac0 CCNCRETC BLOC XS 1,46 .mrty APPLICABI E COQE5. FLORIDA QUEONC CODE 2020oTo)EOITG M 2. UFE SAFTY CODE NE PA 1( PROPOSED AND EXISTIN G 0111101NRS ARE NON - SPRINKLED - FBC 507.3 ONE STORY PRIMARY STRUCTURAL F RAME TABLE 606.1 R FIRE RESIST ANCE REWIRED - Ex. UROINO CBS CONSTRUCTION EXCEEDS I HOUR FIRE RATING 0 - Ex. UILING EXTERIOR LOAD BEARING PALLS FIRE RATING REQUIRED 1 HOUR . EXISTNC CBS WALLS EXCEED 1 HOUR FIRE RATING. PROPO SED METAL BUILDING IS OPE N SIDED STR UCTURAL STEEL CONSTRUCTION WI ] 1 FOR ROOF FRAMING MEMBERS FIRE RESISTANCE REWIREDA. N/ OCCUPANCY CLASSIFICATION • EXISTING OFFICES BUILDING BU SN ESS. • EXISIING AND PROPOSED METAL BUILDINGS FOR FERROUS AND NON-FERROUS SCRAP METAL PROCESSING: SPECIAL LOW HAZAR D FACTORY INDOO R . - GROUP F-2 PER FBC SEC TIO N 106.3. NEPA 101: 6. Su0CLA 55UICATION 40. 1.2,1.2- SPECAL- PORPOSE INDUSTRIAL OCCUPANCY BUILDING TYPE v F-2 OCCUPANT LOAD TABULATION SPACE USE AREA (5F) OCCUPANT LOAD FA CTOR OCCUPANCY LOAD EN. MINN. BLOC. BUSIN ESS. 2663 150 15 Es. AMAIN. BLOC. MSC A REA N/A 517 EX. MMIN. BLOC. GROSS AREA 3100 Ft„„o 5 SCRAP BPOCESSI,IC. -ENWNCsTORYABIW. E ARE --SEco t DN0N2 ire NiuNMENT 5P.'INDUSTRIA, 4125 TODD FIR5110.000 1.1 N /0 505 0/0 O NJA 112. N/A 0 STORY BOO. G ROSS AREA (147.331 331LD 100 M aY SrM .REA e PROCES MC -a5 Occ. BY PERROUS -SiAL MA CHINE W ORK RE -HEA VY MA CHINE WO RN AR EA -:,RA* BCC. BY CONC. -np0ONDARY CONTAINMENT -STORM WLU WATER 00 051NG AREA (WAN) '' DUSTRIAL SP. INDUSTRIAL 12 )93 N/A 0 SP- INDUSTRIA L 2000 MOB 2 SP. INDUSTRIAL 500 5 1000 FIRST MO M 6 N/0 102 N/A 0 N/A 100 N /3 14/4 2160 N/A 0 OPOSED M ETAL BLDG. GROSS AREA (Tenon' ) 23120 TOTA L 3O Pao � I"P.7 174167168. ME D. Nal N LIFE SAFETY PLAN DCCSIPANT 10AD REQUIREMENTS (PE R FRC 2070 CHARTER 101' COMPLY WITH NEPA 101 TABLE 7.3 .1 .2 OCCUPANT LOAD = 30 . EGREM MOT H. OTHER EGGRESS COMPONENTS: 3D OC . X .2 IN - 6 INCH EGRESS COMPO NENT PRO NGED (I) 3'-0" W0E 0000 (170 MA R OC) (I) 6'-D" WIDE DOOR (340 MAX OC) NOM. OF EXIT, (PER FBC 2020 SECTION 1006 "'- OCCUPANCY LO AD: 30 NUMBER OF EXITS REQUIRED: NUMBER OF EXITS PROPOSER: 2 E.OMBON PATH 0100-FBD AND TRAM 01 11014 1 PFR NEPA 101 TANI F A 9 A (UNSPRI NNI FRET BM DING). mows.A(TMXIS1100 OFFICE BUILDING) IMI DEAD-END LIM O, TRA VEL PAT H UNIT: PRO POSED METAL ANO MIST ING CPO, SHED OOLONG S NAPA 101: 6.1.12.1/40.1.2 .1.2 SP. PURPOSE INMOST., MEANS OF EGRESS (PER FRC 20201 (EXISTING ADWN: BUILDING) 0101: WED mom:FO 75-0 N/A Z00'-0' N/A N/A ILLUMIN ATION: MEANS OFEGRESS ILLUMINATION M ALL CO MPLY WITH SECTION ICBB • A CCE SSIBLE MEANS OF EGRESS: ACCESSIBLE MEANS or EGRESS SMALL COMPLY WITH SECTIONS IMO AND 1002 • O0R5 AND GA TES: MEANS OF SE1006AND DOORS AND GATES SHALL COMPLY PM SECTIONS • EXIT A CCESS: EXIT ACCESS SHALL COMPLY WITH SECTIONS IOIN.1-1014.5 075.1-1015.6 P 1016.1-1016.3 pr1000 i1TY 0PFR FI1r 2D20yUAP1Fx 111 • COMPLY PIN A*L PERTINENT 5EC0CN or CHAPTER 11- ELO RO, ACCESSIBILITY CODE FOR BUILDING CONSM UCTION P-•O'OSED METAL L s�ianOl 220 BUILDING 45.0 • wA Ao1 Sri -474 LII B 1 00 (10 MOM moms. saw C OUP , • 2001 rn Ilrrocuss:blr NEPA 1411201 n: TYPE OF 005.1.1011116, SEE OCCUPANCY CLASSIFICATION ON MIS SHEET HEADROOM 011500 MEAN, OF FC0711 11 CEILINGTHE NEIGH} SHALL BE NOT LESS THAN 7 -FEET FROM THE FLOOR. MOH PROJECTIONS FROM CEIUNO NOT LESS MAN 6-FEET-B-INCN[S NOMINAL MO H: TIE FLOOR. ORANGE, IN 110FL NA NWI MEAN, OF F0RE5 5 H0100 I Ix . 00 WIMIN TIT ANS OF EORE55 S HALL NOT EYCEEO 1/Z'. W nCOORDA NtE WI2H SECTION 226.] DOORS WIMIN ME AN, (IF FCRF,c (( 1001110 OFFICE BUILDING) ALL DOORS WITHI N MEANS OF EGRESS SHALL CO MPLY WITH SECTION 7.].1 LIFE SAFETY PLAN Int ernational Scrap LLC D'AS EN :AES 1ASr LSF-1 :4f OAT a FEE A1,7.:1 5 1500 -16 -JD s 6 EX. 12" SLAB 10 REMAIN ROOF 0.H SLOPE r- SLAB OVERLAY CONT. TO MEET W/ EX. 12" SLAB PROPOSED-' ROOF 0.8 . SLOPED -- WHITE GOO DS RECEIVING AND I DISPOSAL: I, REVD CAPACITY = 25T (5 D Y5) PROVIDED CAPACITY 251 (5 BAYS) WET AREA LIMIT II a i SLOPE SLAB OVERLAY EX1. TO MEET w/ CO.. 12" THICK CO NC. SLAB y_D- '(14•_5" 6 Effi- SL AB OVERLAY 10,--V- MEET & MATCH w/ EX. 12' SLAB SCF AP UNLOADING MACHINE 44; FER ROUS SCRAP UN REVD CAPACITY = PROVIDED CAPACITY OARING AND SORTING: BOT (2 DAYS) = 182T (2 DAYS) 0, rc • REDO '26680 TY = 60T (2 DAYS) ( PROVIDED CA AGIT? .• 60T ( fi o\ SCRAP DISTRIBUTION MACIAINE C E• HO' 0' 'yq+ ras0G NG. VT., 4'e 8" CONC. -• PROTECTION (TYP.) A0 . ..„-c PROPOSED METAL BUILDING �'•, r F.F.E. LL (+5 .6(1; N.G.V.D.) I,I / Q j STEEL 01 (TORCH CUTTINC Y Q STE L a1 (SHEAR CUTTING): REVD CAPACITY = 60742 DAYS)) RE 'D CAPACITY 4,80T (2 DAYS) VIDEO CAPACITY •-.60T Ex. 12'SLAB TO REMAIN PROCkS5E0 SCRAP LOADING MACHI NE WET AREA LIMIT . PROVIDED CAPACITJ 'T• 601 0 PR 35'-0" 4 35•-B" R a" PRO TED SCRAP STORAGE & DISP,O AL 1' - REVD C PACITY = 95.2 - 1901,(2 DAYS). PROMO CAPACITY - 205,(2'DAYS) -ROOF 0.H. RELOCATED 6' STACKED CONCRETE BLOCKS 51'_0" 3. wg J OCCUPANT LOAD TABULATION SPACE USE AREA (SF) OCCUPANT LOA D FA CTOR OCCUPANCY LO AD EX. ADM IN. BLDG. BUSINES S. 2685 1q Eft ADMX1. BLDG. MISC. AR . N/A 817 M. AD . BLDG. GROS S AREA 3480 6,cu% SCRAPBPRO NG -EX.ONu 4STONY BLDG. AREA COD.Ii NM ENT C. ART S TOR Y -SEET HOAR EA SP. WOU SIPo AL 6125 LOW FIRST 1O, 4. 1 N/A 509 N /A D N/A 142 N/A 0 EX. ONE AR EA 041.55 x 5TORY nj c. GROSS 4062 PEPRO55 ATIPLPR0E5".NS -(165* C. BY FERROUS - AREAL M ACHINE WORK _2,E.,. .;, M ACHINE W ORN -0050 WC. BY CCRC. -SE�EORDA R1 CO ' ENT AREAM (SOO TR) ERCEUSW G SP. IUD"'•'". SP. IN DUSTRIAL 12.795 N /A 0 SP. INDUS TRIAL 2050 100 2 SP. INDUST RAL 5905 1000 FIRST 10,000 O N/A 10. N/A 0 6/0 1011 N /A. D N/A 2158 x /4 0 PROPOSED CROSSA REA E(2ea 1502 TAL BLDG. 25.T20 TOTAL 50 ROOF O.H.--' _- ( 287-0" • ZONING LEGEND 'LEGAL DESCRIPTION (S) I TIEREOF. AS RELOREO x PLS180GT151''FAA{ 2'057,7 Pte LIC DS M IAMI -TADS COUNTY. R ORIDA 0 'PROPERTY AODRE55(ES) I F OLIO. 08-21Ze-003-0SO 0 DPA-LOCK.1. FL 0054 'ZONING CLA SSIFICATION ZONING CODE: I-4 LIBERAL 10DUSTRIAL. STORAE P. SALVAGE TONE T YPE 0IN1.00 U OOD CRITERIA (FLOOD MAP N N4. 120B6COt19L) ) _ ON'AS BAR SES efL00Wfl e•A. .7. 00 -OWN OF ROAD: OR FLEVATON: S.fY TIH EU 90i G.IROONNELEVA nOH ExISTING 0x 0 PRO POSED I.OE55 A DJACG IT WOE: tJ00' 'LOT AREA 1 GR OSS LOT AREA - 105,095 . Ft. • 2.41 AC, LANDSCAPE REOUIEMEN150 ZET001%ISItNG )&ve WN FIEIO• UN DER ME SUBJECT PROPERTY., GERM REQUIRESNO STORM WA TER PERCOLAT OR. ENTIR E SIZE 15 COVERED. SARFOR 12. le N216 sr. ) GREEN AREA NDN11220DMGAL WI OWESIC UNDERGROUCK SEWAGE 0LDW BEC AUSE OF IR E CONDITIONS IMPOSED BY DERN. COMP LIAN CE 01Ti IS NOT TRACHIEVABLE AT THIS SITE THEREFORE LA NDSCA PE REQUIREMENTS ^BUILDING HEIGHT LLO D-0 M CupHT: PROPOSED METAL BLDG. HEIGH T:NV-0.; ZDYIMG CHA NGE REQUESTED roe a5' MAX MAX STORIES ALLOWED: ONE STORIESMAX vo5E0 ONE 16UIL01NG SETBA CKS ) E. L00212-9L21 18000200 NTT. N0p DESCRiSITON. EMILIBET Ennv.0F0 KM. E Man 22. V 306111 PROPOSED METAL BUILDING - FLOOR PLAN CID I" 10 '-0 ' APpLR;ARI F. CODER_ TUNICA SAFTT1(B BUILDING NEPA 10 019 [011109 2. LIFE010) P ROPOTT AND ARE N ON - xHLEOx- BU0c 10507.5 OCCUPANCY CLASSIFICATION asussa m BUILDING TYP4:• "p '/ F-2 PARKING;_ LEI Y; (1x3o. 4 PERSON) PARKING REQUIREDRED L PE / 2 PERSO. • MA RKmG FRON DED, • ]0 1 R11. EGcI A cf. SPAGEs FX15TINC F AG' TTY NSF `O� RELOCATED 8' STACKED Yr� CONCRETE BLOCKS 1 . 4I• -�" f ::.: CIS (55880000 0* 0(0 *450ML'--(BUY 6 0* 66011 5 1951 10Mi DVYWC6W* G,Y @ 0 4M • MONOAYLI FRro m 4.00 MI BSUNDAO I Y.00 PM ON SATURDAY AND CLOSED • ME FACO WiY L0HE0 BEFORE OD.; NO WORK IS EXISTING FAG u1T I5 NOT IN C0 MPU0 NGE E CHApTF A 24. SEC TION 4Z. PURPOSE . W MBE OPOVOSEO IMPROVENExTS LS 10 BPING TH L F AGNIY INTO COM PLIANCE. SCOPE OF WORK FOR 00MPIIAHICE WITH MIAMI-CADE CHAPTER 24. SECTION 4T 15 REQUIRED TO BE BR OUGHT IN C OMPLIANCE 01 0 MIAMI -DATE CHAPTER 24. SECTION 4) MAT PRO VIDES AN OPTIO N ,0 x1800�CE' 025 F00200USSCRAP-*EI*L01f50*?. 540 10N0 902? vN S,OR M 50100 001ACE9E21 009100. 190 000E SITE ALRE ADY HAS A IF M1CK CONCRETE SLAB EXCEPTION OF A IV • NV GREEN A REA MERE AN 0 015 11 1 SEIR AGE HG.DI NO T TI IS PRO NOEO. rx 114AT A00i 'ACwv MET AL COMPLIES Mlx ONE M r EOUINCRETE PR OCESSI NG E PERFOx uEo Ox A C ONCRETE SURFACE A NE W MET AL BUIN SOINGR RU PROPOSED WOMPLT HERE ALLBR 24 cocoon ERROUS SCR. 1.TAL TILL E WITH OVERHANGS S SNOT.ONIARCHITECTURAL PLA NSOPEN SIDED , IS SIZEAL BLINDING. ACCOMMODATE LARGE 006 0005 1110 08*10ERN Elu0 . OISGUR000 000) 5105000710 58000 TO ORAL. FRO* WHERE ME RUNOFF FINDS ITS WAY TO THE EXISTING I nt er national 5CF*p LLC ME MST. FRE NCH WA I SM. WATER DRAINAGE SYSTEM IS PROPOSED X6A 0900000. UTU ZIN G EIRMTNEO 490 Ew C 4,CH BASINS A n0 �Mk� 10520 PIPES 00010 0 TO MJ SOERGP0UN0 EDIMEx5 -• •+ ••• •- E1ENiRR J/OE,EN TM' TA Nx. g :ERE TH WATER IS WOSED 10 BE DISG InRCID i0 ME EMS11nG �CUE 0+.T1�83EE SIIEE- C 11. C-8 IN COORDIN ATOR YA114 ,HLS SHEET. - •"" y PI AN NOTES ' T. 2 OM PLANS C-1 TIR O C -1T FOR LAVOUT„ ROCESSING ANO SITE I MPROVEMENT W URR 2. ALL FERROUS METAL PROCESSI NG S HALL BE CO9iACR .4. FERROUS METZ . SCPAP.WAIE- PuOPWED BUI T: SHAIN BE A ALL0 MEBYTAL METAL BUNTING SPECIALTY SUB -CONTRACTOR, 4. SEE A-4 FOR BUILDI NG ELEVATOR S S SNEEi SU01 00x6A0N*0*1 . 0 -0X1 '22! / 00 THE METAL BUILDING. AO� WORK POINT 7(006 POINT 2'-0_. e mEMADu¢ FT EE' SQUA RE F EET CF - CUBIC FEET CY • CUBIC YARD S • G1375£5311/11 1.127 I081 t 1 25 0. FOR FERROUS METALS 1 CY - 112.5 FOR NON FERROUS METAL S. MOO has - 1 TON PROPOSED METAL BUILDIN G FLOOR PLAN i t, tip PFAU. Nm 342 b1'20 vsr A-1 1* , x00 919, G 9L- NND.LE9GE TREE PI nxS WIRRAL RTIw �: b1 .1F 20 ME 0,8625995 L 6E GR 0Mlx05 28 6*E 292* .2. E RIE E s. NGLDwIG s2rnaxs vERTAwIHc 10 Hx.H.:. 8257 na SFNNFR000N AGSM MATFRIAI HANOI INC WIT{. FI FCTROMAONFCC PI ATF 5E �EBOGEN o.ea+s. 9 25 1•11 La adc ,an :4' -NritCniAt t; FT, it . tom CATFRPILI AR 330 CL HYDRAUI IC FXCAVATOR/L OADFR KOBEI CO SK 330 LC . HYDRAULIC EXCAVATOR WITH HYDRAUI IC MORII SMFAR D.., ca..m.•. •• • Intematla nal Scrap LLC PROPOSED METAL BUILDING FL OR PLAN =ra,.w wc �o x'0�ias, L. PE X I6' 43 FLI A-2 .1101E4 u�rt s, 311'-0" 2B]' -O" 9 0� 1raK (� P.1 .t I — --7— 11.1 P --` - 71,1 j I 1 1 I 1 -7i I 1 1 1 1 i I I 1 -- -� 1 1--T 1 -- I -1- * ---- 1 1 1 I 1 _ i___ 1 _ 1 1 I I .I 1 t- _ ----ice_ 1 -� �- h-- PROPOSED METAL BUILDING - ROOF PLAN aDSCALE: I' t0'-0" CONT. L BOTTOM BRACING—' AS RE •D BY SPECIALITY ENGINEE RS (TV) WORK POI NT — 15 '-C" 2_,E AT SE WORK PT. PROPOSED MET AL BUILDING ROOF PLAN Intern ation al Scrap LLC et , 2-12.: od OHG BY' A-3 CHF v^c l nrzo 15'0 11 1 001 0/41--- 1 - - aasoNRr RELOCATE tx 400000 D CO NC. W. BEYOND �.. OLOIXS OEmND PCO .IT REA R OF . 0 00E 0»fC' NORTH ELEVATION ,ELOt lED S' PROTECT. (1M.) SIACREO C.C. ELOCRS BEmNO z4tWALL 000001 311 .-0" 0/0 REOE .1•-D1N:LS.) s) ROOF 0a '` PRO TECTION (M. ) u '---;::::.."....-- ---- ------ v. '''. �___ **Lt 0E000 L� /m / LL B -o �` ;a ° EAT DrcN � BLDG. �' �\Dcsb r/ SOUTH ELEVATION SCALE: 'h" 1•-0" �^PRmEe ,�A <Cxc ( rm.) ,2Z,00A0010N0SONRY ", U0E0 500 41 mo ots EETO. PROPOSED ELE VATIONS Intern0ti0n01 S crOp 1.1.0 dv � 414 n E. V -1G- . otm,m: A-4 5t5t N 0. )-1,11-2)23 PRoreeuo i (rrP. 7 ]" l MASONRY. W AL PLO T A REAR PG RELOCAIED STACKED CONC. s, BL OCKS • cov c. P.rtucn- WEST ELEVATION SCALE- la" = SEE I'L E BU 4.1x _. NiJCN L STORM WATER-, WORK ROME PRDiEtriax~(iTT nNM Ei j" S.SC E �1 iB DEEP BEAR BMW ,--Lr WON C HU WALL Nu FIEv. D SA NA72 BL N BLOC. 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EX .CATCH BASIN PROPOSED C ATCH BASIN NE W SOLID (NON -PERFORATED) HEAVY DUTY B KIBLE WALLED 24 ' 01 9 HOPE PIPE. E%. MONITORING WELL Internati on al Scrap LLC PROPOSED IMPROVEMENTS - METAL BUIL DING M.S. KHAN FL. P.E. 516743 I OW Ne 22-12}00 DWG BT: DRA WING Ne, C-2 SCALE: AS NOTED DATE. 02-16-2023 LJ z J U 00 FMS Nan a�_"EBB'4 01 , 5.1. SANE F FUUTURE CONN. PED • 1 L r 0np 12 T' w011 out conk QCc ncrete ay ntL E XISTING GSTO RY ',MINISTRATION1,0 1480 Sr 9LO Ex. scale mcexxk SCR* �0 •Ing . vll. greon are0 , conceet e ounc — •-[x cwu B urn MMLEM -A MMMINOWS SU MP MUM WM., SIN lwmnc , IMX.65014 a 570114, E sear, no pu One tr a wage PUNpOU5 004 vCV O5 nett. non rlr,a ,—RELOCATED er 01n000 CO NCRETE BLO OM wr Im MM IMUMMO S' E L tt 15 001521X6 O NE STORY BUILDING ON-0ERROUS SCRAP NETAL / PROCESSING cps sr GROSS 'e mw.o�r CA NA L1 RECYCLING FLO W DIAGRAM SCALE: 1" = 20 '-0" 4' ... i00 4 0. TAW OS SCPARMrru MAMMA MVEM OIN G m MM. M.1157044 1 1,031. 655.96 Mim Mal ormomblmirmasummmom NOM r.mw Mnx MMO rvM A.Nma raman•nit NR.wxmerM MO.,. l4' H1GH 5MU 1000 gmraas di esel tank [ 010010011 C re LOT AIWA • 1050058. fl eXMASED a' P9 le STA 0 r um.. -MI 00 SCIM P METAL MAMMA e MINUMIN,A11araan'eILSTORACELV Aary • s tom r1 ,mum ml wruAux x«rw"a vAomy m m.✓e a.n newnm • nmwar PROGRESS PLANS I nter national Scrap LLC o 1 FGFND ME UNE � Ix0Nw0 sow Nr1u t rt�Rnws A:o w Ire BE1W wcwwc wltE SCRAP NET, xt— PAWING RnoW ss O SOAR ATM t ,11000µo xnirz . mu, .t___ 00150x0 ROM. SUM P 1 41 . (NON ROWS S WO P) RECYCLING FLO W DIAGRAM At5. KHAN L. P.E. 816742 NM" RN 22-1244 3.00 DK BY: 0340 EO: 00001X0 00 C-3 SCALE: AS N0140 DATE: 02-18-2021 ;%•,; 4' SAN' CnV 5 CON, N. TYPICAL PARKING DETAIL cGncr et e F200 gal .. . dp nestc Sew age Irgipw 1in3 tank Omn Jo,t se wage a. , ne ed ed A/C [C . ,.. cdnCeete apron/LI --copped a� o�Nan IINO e g csNEXIsi;o °sOMwISIR An5 N - ° m Rr, JOG SO Fm Fl r. t5 a1' F c cmcret eEscale ram p x. 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LATITUDE 2 .303 13. LONGITUDE 0015 14. Internati onal Scr ap LLC PROPOSED SIGNAGE & PAVEMENT MARKING caw- I nt Tp ix s BTadTCnRA IE RON s ov i.e.c mI L ATEST REVISEIRS, MOM. SECTIO NS PERipI M.S . KHAN FL, P.E. #16743 22-12200 DMG BY'. LO A. CHECKED: DRAINING No: C-4 SCAEL AS NOTED DATE. -16-2023 Lot 15 „Vr., 0 I1 a QI • En d N. ise edAoll clea n clean o A/C A/ oc onicretV apron gree n Vre a 1 concret e lzad 01.. nines wope tlrOi n FID MFleld gn nO tW nke p003140355003 810 as 0 GAMY BANN N. PRY iS - � � 0 NAN Po MOS T. ,wcp A s wA R, b•rn Fn Fir .R 534 ` _L Es scale (TT PI no t ring well. C wt OM POP a0.05 PS ir) LREW YTY — x00 • Al OS RELOCATED 6' STACKE D CONCRETE BLOCKS T PROPOSED STORM WATER MANAGEMENT SCALE: 1" = 20'-0" INS..-OSO, 35 ' E0 vet N EXISTING NG NGxEFE,m, Sf,RAP Ei ESS)NG 9150 Sf , RI]i$RO NPR.= 656 .05'1 r SHOP 727 SF 655.95' 10' HIGH 1000 O uUG4 s C ALL Va c co Gee LOTAREA PI ( I M1r... a1T " w ♦bw - WWI,. T (831)1 VT 0 /0 koor Canal _ C A N A IA .__ L=O �0 CAUTIONARY NOTES FOR CONTRACTOR (GC) BE R`N pNN TO} LLLL WHO MLL Ci grI PITITCINp UxpT IOTC TIERUCTON xURx ON THE THE SHA HAZARD OUS DEBRIS AND YOJxO WATER MAIN ME EpSTTA CONCRETE F URTHER Au NAOFD A ND MAY BE F P00,UOUS 3. HEALTH IF WITH IIUAENVIRON 1E01 xs ONS NOT TAKEN. FOR FURTHER rz PROPERDES ON THE ENTAL ASSESSMENT POLLUTANTS. COIATON. E MTH O E NVIRONMENT. CONSULTANT R-ZZS- 300 ENMENT. SENDMOSREREVIIEW THE IGEOT COUTACi RUDI T. DA PROJECT OPNACFR . ICH IS OS -251 0; EMM LR STDRICE.J SCA ALSO. RE VIEW THE AOIELHNIC. REPORT, DATED ...—. COPY O WWIY IS AVAILABLE AT ENGINEER'$ OFFICE. uxOE�C05 i0 TIW INSPECROM 01 A 830300NENT. C033SULTANT 4110 UER M Ix5ECTORS 0110 10 B 001 V A' DIS POSED OF STE PART OF THE U00ERGHOU00 WORK WILL BE BELOW THE 00STNG GROUND WATER TABLE.410 VATIO 0 OF W EN IS ESTM ATED G OEWATEPI NG. THE PUMPED OUT GRO UND WATER is EXPECTED TO BE CONTAMINAI ED (POLL RANT USTUAVAILA BLE FROM ISL ENVIRONMENT. CONSULTANT) AND RE QUIRES HANDUNO MTH C ARE. TREATMENT FOR POLLUTANT AS REQUIRED BY DERN MO OP ER APP.ABLE REC UL ATOR T AGENCIES . CONTRACTOR 5 ADVISED 0 N AVE NECESSARYOUIIPIRICCSHA RULEEMPLOY AND S ! EGULATGNS.AVMEANS OONG 910 1115005 TO 01 1101TE° MATERIALS. FORITTSEMPLOYEES 'WORKERS. SUBCONTRACTORS. IA AND DERN RE SRESENTATVLS. EXISTING CONTAMINATION INFORMATOI PRO MOED 1HRU IA MIHR ONMENT. C000LTAHT, ANY RE GEC/ECM/X. RE PORT LS FOR _ ED TO THE BEST OF CONSULTANT'S KNOWLEDGE . IA A. ITS CONALTANTS �E N OT RESPO ABLE FOR ANY DE)ATO*S OR 100 00 s TUT MA Y OR MA T NOT EXIST INFOR M/ill. TO ENGAGE HIS. OWN CEOLE ONICAL AND E NI ARONMExTAL CONSULT ANT/EXPERTS FOR SATISFACTORY NPERFORMANCE OF THE WORK . E%.CATCH BA SAL PROPOSED CATCH BASIN NEW SOLIO (NON -PERFOR ATED) HEAVY DUTY ROUBLE WALLED 2a DIA HOPE PIPE . EN. 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USED i0 SEAL AR 55000 E PPE N THE WALLS OF PREEN 1ME PIPE ANIL ECAST UNITS SHCO NCRETE R.LCBE OF SUCH A MIX THAT SHRINKAGE WILL N OT CAUSE LEAKAGE INTO OR OUT OF UNITS . ALTERNATVELT HYDRAULIC CEMENT MAY BE USED. THE OUTSI DE OF BRICK W ALLS S HALL BE PL ASTERED MT H 1:3 CEME NT MO RT AR. 9. CONCRETE PROTECTION FOR REINFORCE MENT N CAST -IN -PL ACE OR PRECAST CONCRETE SH ALL OE IN ACCORDANCE MTH CHAPTER 30 MAMI00 000E REQUIRE MENTS FOR STRU CTURAL CONCRETE (ACT 310-10) -. PROGRESS PLANS Intern ational Scrap LLC PROPOSED STORM WATER MANAGEMENT CZEIKrol A Me.. Vs TO THE REST OF OuR KNO WLED GE ' HOGE PLANK CONFORM TO TNE NO No T]-13] .00 CHECKED: [RAMC Nu C-5 M.S. KHAN FL. P.E. 016761 AS 0CAE '. No110 SFNNFROGFN A2514 M ATERIAL HANfII ING VATH . 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TO MEET: W/ EX. 12" SLAB I X9 -0 t - O �a O05 �o¢ 23. -0" SLAB OVERLAY TO -f MEET & MATCH W/ EX. 12 " SLAB SCRAP UNLOADING MACHINE WET AREA LIMIT FERROUS SCRAP UNLOADING AND SORTING: REVD CAPACITY = 1807 (2 DAYS) PROVIDED CAPACITY = 1827 (2 DAYS) _ n ,. 98O -w. __..- ET AREA LIMIT O SCRAP DISTRIBUTION MACHINE 12 " SLAB ' TO REMAIN 4'a 8" CONC.-\ PROTECTION (TYP.) WET ARE A LIMIT (UM PROCESSED SCRAP LOADING MACHINE ,--ROOF O.H_ O \ _ RELOCATED 0 STACKED-� - CONCRETE BLOCKS PAPS S .fiO' N.G..0.) y PROPOSED METAL BUIL F .F. E. '= +0-0 " (+5 .60' N.G .V.D .) STEEL . q1 (CRUSHING): STEEL . #1 ( PEVD L 'APAC TY = 60T (2 DAYS) REVD CAP PROVIDED CAPACITY = 60T PROVIDED 35-8 O 41'-0 " 287'-0" 311'-0" • DRCH CUTTING): I' STEEL k1 (SHEAR CUTTING): 3ITY = 600•(2 DAYS) ( REVD C APACITY 20.407 (2 D AYS) 1PACITy-= 60T 'r. PROVIDED CAPACITY 6 ,50T 35'-8" PROCESSED SCRAP STORAGE & DISPOSAL . r -0" - REVD CAPACITY = 95x2 = 19011,(2 DAYS) ' PROVIDED CAPACITY = 205.(2"DAYS) RELOCATED B' STACKED O CONCRETE BLOCKS 51'-0" —^r-1 w0 RO OF O.H- a SOUR 6N PROPOSED METAL BUILDING — FLOOR PLAN aD SCALE: 1" = 10-0" -WORK POINT 1T-0 " WORK POINT PROGRESS PLANS International Scrap LLC PROPOSED METAL BUILDING FLOOR PLAN. � A.xxw�c TO THE BEST Cf DUR RTO E VISIONS. UCTURAL Ycn 9 vE r THESE m OX O. BUMS CO RM., M.S. KHAN FL P.E . 06743 RT22-iu.00 DWG BY L66. 10E00: ORA MNO 00 A-1 YALE: 5 NO RD DAM 02-K-2023 0 0 287'-0 • 9 41'-0" 41'-0" Y LO ft00P (L .P.) 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M ETA L PROTECTION FROM STOWE WA TER AN D AN APPRWED STOG4 WATER MANA GEMENT SYSTEM ix5 656.05' Canal reloco 6 ex a tael,ed concrete ',loc hs C A N P L . — -- N EXISTING FACILITIES AND ADJUSTMENTS SCALE: 1" = 20'-0` CONCRETETHE ENTIRE SITE HASA 1r THICIG SLAB W ITH THE EXCEPTION OF A lr A 15. GREEN AR EA WHERE AN U NOERGROU ND IWO G ALLON SEWAGE HOLDING TANK G PROVIDED. THE EXISTING FAG., ALREADY COMPLIES WITH ONE OF T HE REQUIREM ENT. THA T ALL SCRAP M ET AL P ROCESS ING DE PERFORM ED ON A CONCRETE SUPFWE IN OR DER TO CO MPLY WITH C HAP TER 2a SECTION ar A NEW M ETAL MACHINES/BUILD ING IS PRO .SED WH ERE ALL FERRO US SCRAP METAL YAW OE PRO CESSED. TH E N EW OPEN SIDED M ETAL BUILDING IS ACCOM ODA TE UR GE O PERATING SEE SHEET SIZED.1 AND 0.21 WITH OVERHANGS AS SH OWN ON ARC HITEC TURAL PLANS. TH E ROO F S LO PS TOWA RDS THE NORTHERN END. DISCHA RGING RO OF TO GRADE FROM WHERE THE RUNOFF IND. IT. . T OTT HE G HE EXISTIN ORMWATER OA NAL THE EXIST ING FREN CH DRAIN STORM WATER DRAINAGE SYSTEM G PROPOSED TO BE ABANOONEO, uro wNO RETRO FFITED.AND NEW BASINS AND NEW SOLID PIPES LEAD ING W TO AN UNDERPROU ND SED IM ENT RET ENDO FROM wHERE T HE TREATED STOUR...ER IS PR OPOSED TO BE DISCHA RGE° TO EXISTING CANAL SEE SHEET G5 4 t-70 ?D LEGEND GENERAL NOTES' 1. BAND.EO CATCH BASINS SHALL REMAIN IN PLACE ANO SHALL BE FILLED WITH CONCRETE AS N OTED ON PLANS. EX KTNG CATCH BASINS TO RE MAINS IN PLACE SHALL BE RETROFITTED AS NOTED ON PLA NS. 4. PRECAST CONCRETE CATCH BASIN TOP AND/0R FL OOR SLABS MAY BE OF THE SAME CONCRETE AS SPECIFIED IN AST. SPECFlCATIONS C-478 FOR PRECAST CONOREIEUNITS. CONS15401FD rte OOTTOMS OAF AllSTRUCTURES T00I0661N EOIUTALA10 HP1F 1 HE DIAMETER OF THE LARGEST PIPE. MODIFY AND RETROFIT THE BOT TOM SLOPE SUITABLE FOR NE W PIPES. 5 STRUCTURES SHALL BE SECURE 0 INLET THROATS , RISERS OR MANIACAL TOPS WI TH MINIMU M OF 6-0 05 BARS t0. LONG. OR AS SHOW N ON SHEET 0-3. 5. MANHOINLE TLT. WI TH MANHOLE OR MME. BOX MAY SE USED IN CONJUNCTION ANY INLET THROAT OR OP. 7. SEAL THE ANNULAR SPACE BETWEEN THE PIPE AND THE CONCRE TE SURFACE. MORTAR USED TO SEAL THE PIPE IN THE WALLS OF PRECAST UNITS SHALL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF UNITS. ALTERNA Tt 4LY HIDRAUUC CEMENT MAY BE USED. 9. THE OUTSIDE OF BRICK WORK SHALL BE PL ASTE RED WITH A2 CEMENT MORTAR . UNLESS OTHERWISE NOTED CONCRETE PROTECT. F. REINFORCEMENT IN CAST -IN -PL ACE OR. PRECAST 006416 TIE SHALL BE IN ACCORDANCE WITH CHAPTER 20, 'BUILDING CODE REQUIRE MENTS FOR STRUCTURµ CONCRETE (ACT 318-14F. EX. STRUCTURE TO BE REMOVED EX. C ATCH BASIN TO REMAIN ABONDONED EX. PIPE LEFT IN PLACE EX. PIPE TO BE REMOVED EX STA CKED CONCRETE BLOCKS 6'62'62' (3458 IDs EACH) SI EX. MONITORING WELL . N- orer?� . e0 ® ellriny Innccess, le PLAN N OTES' Ot REMOVE METAL COMER AND SAYE FOR RE -USE: REMOVE EX . FILTER AND BAFFLES. Q PLUG EXI STING PIPE ENO WITH 5000 P51 CONC .; 0. 4 W/C: 2" SLUMP; FILL EX. C ONC. BOX WITH 2500 PSI CONCRETE, LEVEL 84144 TO P OF EXISTING SL AB. O] EXISTING PERFORATED PIPE TO REMAIN; ENDS PLUGGED PER NOTE NAO2 . • REMOVE EXISTING PERFORATE D PIPE. GENERAL DATA: C.0111.11, W AGE R: 120157 PANE. 1E0 85 C SUM O L FLOW ZOND AD OGIARO N: 1.7.0 05/5v0 FIom ELEVATO R WPC . 5. 4r WISI NG HIRSH wAITA TABLE ELE VATOR Ix WOO NOW ,. 4.5.1.WINO WWI ' AE RATOR: 4.5 .0 HIGHEST ADJACENT C OWL' ♦are MOA N ROM: PROGRESS PLANS Int ern ati onal Scrap LLC EXISTING FACILITIES AND ADJUSTMENTS TaTHEe6nwoL wXNan6 0UMW SWIMS PE RIHNNO TO nom X DETRE E 54.5. KH AN, FL . P.E. 007.3 XWt2 -112.00 MO BY: GHEGKED: ORANGE No C-1 SCALE: AS NOTED DATE 02-18-2D23