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HomeMy Public PortalAboutResolution No. 23-114 - Approval of Site Plan for 12705 Cairo LaneSponsored by: Interim City Manager RESOLUTION NO. 23-114 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, GRANTING APPROVAL OF THE SITE PLAN FOR THE CONSTRUCTION OF A PROPOSED 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; PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the Applicant, International Scrap, LLC intends to construct metal building with a height of fifty feet for the operation of industrial scrap metal use on the property at 12705 Cairo Lane and identified by folio 08-2128-003-0530 in the 1-4 Zoning District and has submitted a request for site plan review in accordance with the City of Opa- Locka's Land Development Regulations ("City"); and WHEREAS, the Planning & Community Development staff for the City of Opa-Locka has reviewed the application of International Scrap, LLC and has determined that the Applicant has provided all information required by Section 22-55(1) of the City of Opa- Locka's Land Development Code for proper consideration by the Planning and Zoning Board; and WHEREAS, the Applicant, International Scrap, LLC, intends to construct metal building with a height of fifty feet for industrial scrap metal recycling with a covered roof structure to improve the industrial operation on this property; and WHEREAS, the Applicant, has submitted a request for a variance to increase the height of the building to fifty feet in accordance with the City's Zoning/Land Development Regulations for use of this property, the current code permits a maximum building height of twenty feet; WHEREAS, the City of Opa-Locka's Planning and Community Development staff has reviewed the application for site plan review and confirm that the application meets all requirements set forth in Section 22-58 of the City of Opa-Locka's Land Development Regulations; 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 Resolution No. 23-1 14 Joa a Flores, City Clerk 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 site plan review 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. ST: APPROVED AS TO FORM AND LEGAL S NCY: Bur ette Norr':- eeks, P.A. City Attorne 2 Resolution No. 23-114 Moved by: Commissioner Williams Seconded by: Vice Mayor Ervin VOTE: 5-0 Commissioner Bass YES Commissioner Kelley YES Commissioner Williams YES Vice Mayor Ervin YES Mayor Taylor YES 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: (Enter X in box) Resolution Ordinance Other X Fiscal Impact: (Enter X in box) Yes No Resolution Reading: (Enter X in box) 1st Reading 2"d 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: (EnterX in box) Yes No X ILA Required: (Enter X in box) Yes No RFP/RFQ/Bid#: X Strategic Plan Related (Enter X in 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 IM ❑ • 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 THE SITE PLAN 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 1-4 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 Site Plan Application Package PZAB Meeting Minutes Page 1 of 5 " THE GREAT CITY " lam!tlrAnl,CALJVA 497aridiv Received: By: Date: PLANNING & ZONING BOARD MEETING SCHEDULE AND REQUIREMENTS FY 2022-2023 TOTAL FEES: $ i t4 O y ' New Fees as of October 1, 2015 FY 2020-2021 Meeting Dates Date Application Found Sufficient 1st Tuesday of Each Month) October 4, 2022 November 8, 2022 December 6, 2022 January 3, 2023 February 7, 2023 March 7, 2023 April 4, 2023 May 2, 2023 June 6, 2023 July 11, 2023 August 1, 2023 September 5, 2023 August 19, 2022 September 16, 2022 October 14, 2022 November 18, 2022 December 16, 2022 January 13, 2023 February 18, 2023 March 17, 2023 April 14, 2023 May 19, 2023 June 16, 2023 July 21, 2023 1. All individuals seeking to appear before the Planning & 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 being scheduled to be heard at a meeting. 2. 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, 3. All regular meetings are held on the first Tuesday of each month at the City of Opa-locka City Commission Chambers, Meeting Time 7:00 P.M. (!lore and location are subject !o charge, please check with the Planning and Comnzunity Development Department for exact time and location of the meetings). 4. Application package must include all required documents per checklist and fees of The City of Opa-locks. 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 4L11 floor Opa-locka, FL 33054 Telephone: 305-953-2868, Ext. 1503 Facsimile: 305-953-3060 Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 Page 2 of S �, rr dot -: ri+ � ��� ,� rF FL.ANNII'\?+a t:7A)N NG- BOARD: APPLICATION Y.eitil ved: By: Date: ppit C' '\TKTh N: i iBz l% HECK TUr\1B '_. DATE P.PCEIV ED _ — — F OI'ERTY cilyi,i R':, NAME: K t 4+ /14 PRoPER1y o1;,i.ER'SADDRESS: je- ice- g ; c.:-.c.L.pfrc L1Lte tt'�70 /t(/q[vc, 3ff'! City Sta-iefZip C ode i,' , i 1 C A i I , _: y1 ex-y',IIIv 5c Z.� C. /• /Cy -1/06d! JAL 3 °S-61 APPLICANT'S ADDRESS: �U7�S G!i i d?> r^ 2 el i 'ulill•7Ci E"!tca. Cali; t. _r .;\ C.:( -. 1.. - PHONE NUMBER: OFFICE 30-C-1, `-' 3-4-77., 1:101vI :J J I.-!LR LEGAL DESCRIPTION: 70.s- .. , -d _go- 1^,ritmber: i,eet Please check specific request: Tentative Plat 'Final Nat Comprehensive' Plan Amendment; Small Scale; Large Scale Oleas speciij' hype of amendment Mow) Rezoning Draiaa° e Plan _Fill Permit Request Preliminary Site Plan .R.e iew XFinal Site :Plan Review Conditional Use Permit — No Plans Conditional. Use Permit— With Plans Special Exception —No Plans _Special Exception — With Plans Development Agreement — .Restrict i\'e CU'Jenanr ,)thur Pleme specify:. Add any additional information that may be of importance to this request: Re trence to Ord Dance 1 I Land t'evetoprn 't Rr_ult;ii ii Goniii;_ Cocue: (,i Ii {uic, 15-31 Page 3 of 5 PLANNING & ZONING BOARD APPLICATION (Checklist) Received: By: Date: Applications will not be accepted without the following data. For a public hearing, all items below are necessary and must be submitted. ✓ Completed application form v Application fee payable to the City of Opa-locka by check or money order J Copy of property owner's and/or applicant's driver license/photo I.D. & 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 owner 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. (Must include name, address, folio and phone number). All preliminary and final site plans, along with property survey, 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 x 24 inches & 13 copies 11 x 17 inches). (The submitted property survey must not exceed a maximum of two (2) years from date created in order to be considered acceptable by the City of Opa-locka) Fifteen (15) copies of Site Development Plan showing all drainage, water, sewer, structures, landscaping and parking in accordance with 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) Map showing parcel to be considered and all properties' legal descriptions thereof, within 375' radius of said parcel. Map to be l" = 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 }tt t ,,rWr J , being first duly sworn, depose and say that 1 am the OWNER of the property ,and I understand that this application must be complete and accurate before a public hearing can be advertised. Signature Date Sworn to and subscribed before__ me: ..yyam��j of IV�G& ,0105 This Nota • ' ' . is tach copy of identification Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 My commission expires /1/44'c ; 2-0z4 4 t446 ANNE GARCIA * Commisslen N HH 243749 Expires Marsh 25, 2026 Page 4 of 5 PLANNING & ZONING BOARD APPLICATION POWER OF ATTORNEY 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. To: City of Opa-locka From: 7ofn4,TiJlet. ( S<-, .P 1C -C Subject: Power of Attorney (authorization for a person, other than the property owner, to speak in the property owner's behalf). I Cis .0 t`e-27 of the property legally described as: , being first duly sworn, depose and say that I am the owner I do give to jfc Y Q ( 6(1-W c the power of Attorney and authority to speak in my behalf in reference, to the above desic r bed Rroperty. Further, by affixing my notarized signature to this document, l also authorize Ar &Iv, el - (c miff to negotiate and commit to the City Commission and City Administration in my behalf. 1 will abide by all final determinations of the City Commission and City Administration. Signature 0 3frgfr3 Date Sworn to and subscribed before me: This casar , day of /444, 3 My commission expires: " 4 -I. S, .202,4 ar blic Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 M ANNE GARCIA Commission # HH 243749 Expires March 25, 2026 Page 5 of 5 Attach copy of identification PLANNING & ZONING BOARD NEIGHBORHOOD PETITION Received: By: Date: RE: PROPERTY ADDRESS: p7o i' G bye-, /ter L i l �'( .5'31G( LEGAL DESCRIPTION: I SUPPORT THIS DEVELOPMENT REQUEST /10 I DO NOT SUPPORT THIS DEVELOPMENT REQUEST PROPERTY OWNER'S NAME: 4,170-5— Or,l1 PHONE: X5 1A' ADDRESS (If different): ignature Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 INTERNATIONAL SCRAP 27n5 cairn Lane, npalocka, FI 33054 Phone 305-688-2526 Mr. Gregory Gay Director, Planning & Community Development City of Opa-Locks 780 Fisherman Street, 4th floor, Opa-Locka, Fl. 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 5F NO. OF STORIES ONE MAX ROOF HEIGHT 20' REAR SET SACK 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 1 enters e 1 Inlets t- fitted with fBt-.-- ., and d off V{ratni ura+tiagr aya�Ctti in place where rani water Eiit�t�,Ciieta+ +ti+e+,a with Mel aiiu uuirveu 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 am 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 )( 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 I5 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-8 IN COORDINATION WITH THIS SHEET. ,Qivl n of Cot a7ad,47� arida Department of State Division of CO porations 1?1ect onio 1'il:ing Cover Sheet 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 all pages of the document, (((H11000046059 3))) Note; DO NOT hit the REFRESH/RELOAD button on your browser from this page. Doing so will generate another cover sheet, To: F'r'om: Division 0f Corporations Fax Number : (850)617-8383 Account Name : FASTKIT CORP ACCOUnt Number : I O1UD0909U9 Phone ; i DC $994039 Pax Number 1,345) 59.0591. LS :11 83J116Z *++&rater the email address for this business entity to be used for future annual report mailings. Enter only on email address please,** 40. ,..400144. it 1.M Xe6FJ:.. 07 cn > o --+- i,tl a- w1.1j co FLORIDA LIMITED LIABILITY CO. C R..ealty LLC Certificate of Status tCertitied Copy Pa . count timated Charge v -try_. 02 $1.55.00 A. LUNT FEB22'2010 Electronic Filing Menu Corporate Firing Menu Help .https://ePile.sunbiz.org/scripts/efilcovr,exe 2/21/2013 rl ARTZCZOES OF QtOntantgrAiTZOW .Z 7:y :Tr I0'' The name of the Limited ,.ab.lity Company ?N7,:1 be KC+ Realty LLC AAWZCL81 rt ADDRB B F The Mailing address and street address of the principal office of the Limited I4a»ility Company is; 10800 Ai.seayne 81tfrd. Suite 870 Miami., FL 33161 zr zl�iip �l ; ZSMS9= AMMAT R 4fdUMXREDt OM= $ AMSTE b�j 1 Yw } IAM i M The name and the florida street address of the registered agent axe; ,Toss carver° Nd war KMWIM Nente 10600 Sisca,yne Blvd #87O riar;Wa atz'est 0,44'01/e cPa 0cn Noy aga(ntab?:m) MiaAt7,.} Mai G1xY� State} she Z4P Having been named as registered agent and to accept aexViato of prgcees far the above ,otacad limited liability company at the place designated in this certificate, x hereby accept the appointment as registered ag0x t and ag e to not in this capacity. 1 f'urtkasr agree to sampiy with the prcvi.sA,Qne of ell statutes relating to the proper and pamplete Inmformanpe vf' my duties, and T am fami1i,ar with and acoopt the ohaigati,ons of my pomition as registered agent pa Provi,l ad Iax in. Chapter bps, r.s, Registero t'® signature Bropared 41,1 Doris E. Caraelle 70269 SW 1271 Court Miami, EL 33186 RR: (305) 385-2469 Check sox. if [ 3 whe T,Lzn.tted Liability Company is to be managed by one manager or more managers and is, therefore, a manager managed company. AAMMoL EzpuplJ: Rau; These Articles pg Organi,zatien shall be effective immediately upon •approval of the Secretary of Kate, State of Florida. The Managers of the Company shall be elected by the member(s) in accordance with toplaticns adapted by the sember4e) fax the managqen►ent; of the business and a fairer Of the Company. These regulations may contain any provisions fcr the regulation end management of the affairs Af the COMM' nc; ,nconsietent wit l:aw 2 or these Articles of or nn .oat .cn. The .-Hams axed address ox„pie ..;; member(n) of the Company arei =� `% cu ; :4 Jose Carrexra Y r 5E x. 33'70 NE 190 Street, Apt 101.5, Aventura, FL 33141 Nathan Kestenman 114 Rwnsen Bc i, €igmaon, NAT 07716 Signr►tare of a member or • n ._ - I!�CweziiRs��MMMrr atstherteed representative of a (Ire acaordariee with sectl,an 64A.4p6 (3) , farida Statutes, the execut;on, of this document constitutes an affirmations under the Pe taltiee of porlary that the facts stated herein are true) . Jose Carxero 'hyped or printed name of aignee INTERNATIONAL SCRAP 12705 Cairo Lana, 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 5F 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 far the environment and for sustaining global resources ofthege metaig. 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 drainage l inlets fitted with filters off iniratCi Ctta�riaga system in place where rain water enters several 11lLru with 111tCt � and disposed V11 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 Can& 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 am 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. 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 Carr ero International Scrap SCOPE OF WORK FOR COMPLIANCE WITH MIAMI-DADE CHAPTER 24. SECTION 47 • THE EX. FACILITY 1S 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-8 IN COORDINATION WITH THIS SHEET. Jl ivi nofCo: 0 a 7'073 :7 oriIa Department of State Division of Corporations Eiectirons_o filing Cover Shoat r...........«.M,.�+..�..�nr.....arm....nerr.,.�.......�.rc.-.-...,�..�.T... .. �...w,:,.��...y�7'..'t+'-".. .. Note: Please pest this page and use it as a cover sheet, Type the fax audit number (shown below) on the top and bottom of an pages of the. document, ((I -Ii 1.OQ0046©S9 3))) iu11111uuaiii11111doii1111iwiodiuRIi1111111111111wnuiuo11i11111ufl Note: DO NOT bit the Rli RESIW RELUA)) button on your browser from this page. Doing so will generate another cover sheet, To Fxam: Division of Corporations Fax Number 050)617-03$ Accounts Name : FA$Tim amp Account Number 'W1100000009 Phone ; ( D5) $99-QB39 Fax Number t 05)59A-959:1 0"41 Zorl LS VZ 83.E 1162 **Enter the email address for this business entity to be used for future annual report mailin$a. Enter only one ;email Address please.** FLORIDA, LINtJLED LL4I3LL,ITY CO. C R..ealty LLC Certificate of Status !Certified Copy Pa a Count y- .timEtteclCha r.rd OSSA A. LUNT FEB 2 2.20111 ...::.- 4<,,r._ ._.... ..:-.77..,... ... ..urTrr.,r - MINER J 1ectrotliG Filing Menu Corporate Filing Menu Help ,https:llePile.sunbiz,org/soripts/efiloovr,exe 2/21/201) CP T.; 11C Aga ty X4E 0 c;t + `*Q$ T ' N 0 The name of the Limited AiabAlity Company shell be AC Realty LLC l !'i'zma M AldDRRS9 R The mailing addre s end street address Pt' the principal office of the Limited Liability company is: 10800 Ai.saayne Elvd. Suits WO MiaMi., FL 33161 J1R'1► � - rJ9 i •a N3! XsT „pram=, $ mama= ammo a t The name and the rlOrida street address of the registered agent axe: 470es Carcass Naxkle 10800 ES3saayns Ui.bd #070 4.1='„r i akaceet asuix'4ac (PQ AC* 1?9T acceptable) #d3aAts., 4 Mai City, state, 4111d ZAp tiiavai.ng been named as registered agent and to accept aaxvzce of process goat the above .stated limited liability company at the plaoe designated in this certificate, x hereby accept the appointment as registered agent Ana agree to sot in this capacity, farther agree to comply with the provisions of all statutes relating to the proper an4 oompleto poilormai ►7oe ©g' my duties, and T am fan ,Liar with and acpept the Obligetimnn of yieai,tton as reOotared agent as pcoviAtcd ler in Chapter foe, T.s, , Regi a tare ea,: epared Doris E. Caz:d�ell�: 10264 SW 1271 Court Miami, FTC 33186 PFD: (305) 385-2460 t .a Signature ,.e A '. ,ERL� 7 li- tai 1T tali k X70 .� 9, p ilie ) LX7 Who 1,ixnttad Liability Company is to rte managed by one manager or more managers and is, therefore, a manager P. managed company. ' These Articles 4" Cmganizatigt1 shall be effect4Ite 7,Ttutledi.ately upon approval of the Secretary s4 5Crxte, Mate of Florida. PITZOTAvx,,rmpacappst The Managers of the Company ohall be cleated by the rneMber(s) in accordance with regulations adopted by the Merciber{e) fox the management qf tide business and a: faLV8 of the CO any. These regulations may ogntaira any provisions for the regulation pind management of the affairs of the Company n0C , no +naiatent witt:l:aw or these Articles of Organisation, The_name and address oi'x,.the .;; Membet (e) of the CoMpany are' ;xi-% r''t OF- � r Jane Carr 3370 NE 190 Street, Apt 101.5, Aventura, FL 33141 Nathan Kestenm+ n 114 Aumoen Boaglr Rumson, NS 07716 PIiRa awl ^I wI MIYY Signature of a member or autherized repreoentative of a ma_ erl (Ira accordance with section 64B.4OB(3), Florida Statutes, the executkora of this document constitutes an affirmation under the Penalties of perjuary that the facto stated herein are true). Jose Carreto r..e lsoe cm 1p....�l w. n1>wpy.�le w.�ww..F Typed or printed name of eignee ri 0 SKETCH OF DDUNDARY SURVEY LEGAL DESCRIPTION . Brock RCN RILL GARDENS SERI,ON ILL I u 444 3!al f oF' OCOnBo ox 31. Paoe a lt nl t e PuOIrc Reco rds vr'tls of wra,-bade izms ca�aotli Mlam r,FL 3.3D1e� oxF sloxr BB ILOi x4 65605 A t4 _- 6enimoa a County Innu m,kx316, n and fron6a sol xeeDui concrete Ia9Nu i5vu L6 vl Nx 35tn 91rec 1. fig I e erl ine v o La ne, eivrallvn`�1�0 31 NGV6 Mikkl H. Ulrich Or:o<. 8 =`N ",n,"a°e'x� �«onro• is CALE. 1' - 30' .1,1016 NIL f1,1 L YAP�vOE Rr ixo2,11,0111 r v r•Feu DEN I LAND SURVEYORS, INC . LEI •7281 i1991 6.X 3512 VFx6F, COCONUT CNFEM. FL 33066 195119]3.1966 FAY 19541919-0343 t" au SURVEYS P LAND SURVEYS 0 SUBDIVISIONS CONSTRUCTION 1L- Iv OI• Ol-t USA LL LC) 1uni ..hyHuto^anrfi`'? • 375" FT ml;,: e r JN;1 Car Eales. .Inc of :,,,,I. ," ,,;GASH JUNK C 1 ARS 1IAI111'' ' :', Ra§tno e4i poradno P9 l Qulo oilJPails ''y, ID IMADPA FOLIO# G ordon ##1 30-2128-020-0910 #2 30-2128-020-0860 ##3 30-2128-020-0850 #4 30-2128-020-0840 #5 30-2128-020-0690 #6 08-2128-007-0351 #7 08-2128-007-0330 #8 08-2128-007-0283 See Attached Le gal Descriptions ID Pu1DPAFOLIO # ##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 #16 08-2128-003-0646 fi a 9 INTERNATIONAL SCRAP LLC (ISL) 12705 CAIRO 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-5 PROPOSED STORM WATER MANAGEMENT 008 C-6 PROPOSED STORM WATER MANAGENEMT DETAILS 009 C-7 PROPOSED STORM WATER MA NAGEMENT DETAILS 010 - LSF-1 PROPOSED LIFESAFETY PLAN 011 A-1 PRPOSED ARCHITECTURAL GROUND FLOOR PLAN 012 - A-2 PROCESSING KEY EQUIPMENT DETAILS 013 A-3 PROPOSED METAL BUILDING ROOF FLAN 014 - A-4 PROPOSED METAL BUILDING ELEVATONS 015 A-5 PROPOSED METAL BUILDING SECTIONS I(+A Khan & Associates, Inc. Co nsulting Engineers and Planners 7400 SW 50th TERR . SUITE 105 Mi ami. Florida 33155 TEL . (305)-662-2301 FAX (305)-661-3962 O,. sU NO,. . 5111,:,, , SCN ON. o. k ?0.1. ; LE CAPPENS $ 5.6 05. _.. IAN J1 Mikkl H. Ulrich rNuiie'g�s.�i___._. ra i I:10 NI L ANOSURVEYORS, INC. La • 1a 3.1 00 051 6La N E 919.5 195 9] i 66 f 9 19-9J•l 41C SURVEYS c SURRiV,SlONS EMSTRUCHON S RVI.Y5 2023 AERIAL PHOTOG RAPH 11h I III °',,911 Ill`:, a h y 11111 41 IIIINt111 x11111111111 r . -titiotto TOPOGR APHIC MAP K+ A 7400 SW 50TH TERR. SUITE 105 Niomp Florida 33155 Khan & Asso ciate, In c. Tal (305)-862-2301 comm. No. 22-122. 00 Con sulting Engineers and Planne rs Fo x (305)-861-3862 CA# E800029467 LOCATION MAP INTERN ATIONAL SCRAP LLC 12705 CAIRO LANE OPA-LOCKA, FL. 33054 PROJECT NO. 22-122.00 FIG .# 1 Howe ,4,.0 61 655.96' il:+C. C R. 9tJl1 GI SO -�1'i5 E: . ...LS �Eusnxc 12 01120 CO. 656.05' EXISTING FACILITIES AND ADJUSTMENTS SCALE: SCOPE OF WORK FOR COMPLIANCE W ITH 1/,IAMI-DADF CHAPTER 24 SECTION 47 EX. PM CHARM 34i,SEXITax BE GROW. R.c1111. 170510ES COMPLIANCE POORS TC;17 M FOR SMAP W ATER LROTECTOx1 P51 . 1. NnIFµA 0AN0 NI A nvvxaLEO STORM W ATER uANAc[uExl SnRu . .E ENTIRE SITE ALREADY HA S A le x CONCRETE SLAB 0(,111 THE 00CEPN00 *ES0[ SEwn8 20000 33 Nx 0100 1 UFIDIOER0RWx01202 gJPIR S MM ME OF 1x0 nFWITEMME6TP Su m�FSC PA P xETAL PROCESSING BE PEWORMED ON A CONCRETE TN OROER TO RO MPLY NTH CHAPTER 24 SECTION E TIONIAA TUOTNr/ METE PTM[ NEw OPEN S DE M ETRE eLsZ . MDH MERH %s AS WRCiM22 PLANS. IS SIZED TO MCOMMDOATE LARGE OPERATING MACHIN ES (SEE MEET A -I .0 0-2). ME ROOF SLOPES TOW 10 GRADETHE !RONNWHEREDIEDRUNOri uDS ITS WAVY 0 THE EM STIN G CANAL To06ETAB HOOVEOAO�UT01LR,g11EmOFITT¢0 ANp NEw CA1M BALKS u%%4 C NE IL.Z Osi SUT c,7. 7P TO BE c°GRg HAOeH WM DINS SHEET. E - MRu c -e IN SOLO OTROS LEADING TO AN U0 0EROR0UH0 SEDIMENT RETENTION/DETENTION 459 AREA=105805 SF = 2.41 ACRE SU 110180 210 x0(0 5 D TO ,..WE PR E® _ 001200 5 — —.--. • _ mop re 1410 5040 RµOCA1CO P SHAMED CO NCRE10 84010 4- 441coon G144 .44 I. R 41 v CANAL — 1ENFRAI NOTES. ABA NDO NED5 ENN CATCH BASNS SH ALL REMAIN IN PL ACE A ND SNAIL BE FILLED W. CO NCRETE 2. ENS TNG CATC H BASINS TO RE MAINS IN P LACE SHALL BE RETROFI TTED AS NOTED ON PL ANS. 7. AR05PECIiiE 0(E 0 0*100 000 111101x5 40/00 14002 24220 440 80 20 111 * 20 00042 SMOOTH ROW CH A COMPOSED OF CONCRETE . OR BRI O< AND MORTAR. STALL BE NxEBON MS OF ML STRUCTURES TO A OEPM EMAL TO HALF TIE DIAMETE R uO gFY 0. x0 RETROFIT ME B0T104 S .aPE S UIT ABLE FOR NE W PIPES . S TRUCTURES SHALL BE SECURE TO INLETOATS RISERS OR MANHOLE TOPS NM MINIMUM OF 6-N0.4 B ARS 12. LONG. OR AS SHOWN ON SHEET C-2. Mµ0„ 1*T'0 Ax f01E OR .UNCTION Box MAT BE USE0 1N CONJUNCTION MTH ANY INLET THROAT OR S+ACC B PYT TIE PONE AND THE sTTMA E SURFACE. E WALLS OF OF UNIT UN NS SHALL BE OF SUM A MM SHRINKAGE LL NOT CAUSE LEANACETM x10 M OUT OF UNITS . OLIERx ATV EIY NMR AULHC CEMENT MAT RE USE . THE OVT SDE OF BRI. W ORK SHALL BE AUSTERE° MM 1:2 CEMENT MORTAR. UNLESS O1HERMSE x0 100 CONMEIE PROTECTION FOR RE10F00CE 4ENT q CAST -I N -PUCE CR PRECAST CONCRETE SH ALL BE OH ACCORDA NCE WITH CHAPTER 20. BUILDING COOS REMIREME0TS FOR STRUCTURAL CONCRETE (ACT 316-140. FCFND Ex. STRUCTURE 10 BE 0401* Ex. CATCH BASIN 10 REMAIN --- 2 00NBME0 EN PIPE LEFT IN PLACE .--. - •— Ex. PIPE 10 BE REMOVE° 10 51ACNE0 CONCRETF BEOCHS 2'2 0.2' (3456 Ins FAC01) Ex. MONITORING WELL PLAN NOTES' OI REMO VE METAL COVER . ONO S AVE FO R RE -000: REMOV E Ex. FILTER BAFFLES. Q SEE APP1CABLE HBE0C050 ON SO40 06 5 000*.: 2 .0 0/C 2' SWNP:. • 011 111E 1MREE(5) E05IEMJ CA1OH 20.21X5 ONLY . FILL Ex. CON 808 T 2500 PSI *0000010. L£VEE MM T0P 00 (015900 SLAB.& Q Ex15T8C PERFOR ATE & PIPE TO RE MAI N. ENOS PLUGGED PER NOTE No . 2. OS RE MOVE 012SON* PERFOR ATED PIPE GENERAL DATA: 1,3050. C 119 fl'EIROt20111' Ax -R004 FI NISH FLOM ELEV ATIO N .s RCF AP ND. C xnM xG FINISH FLO OR ELE VATIO N AT MOPS: 5.47 - NGKO W ATE R TABLE REVATIM:.3 NOW PROPOSED B UMP* FLOOR ELe4... . .5.6 NG VO LOWER MJACENT GRADE . HIGHEST ADJACENT GRADE: 14.16 CUWu ROAD: I LATITUDE: .20-20 LoHoluDE: DOW, EXISTING FACILITIES AND ADJUSTMENTS 22'112 . 1 GO C-1 OF'C FL P.4 'a ti ., -.X31_, ... J. .1 I A, 0 U IN C °rJ CC ® ne 4NND..R , ._ II �II-Ii-I�. .._IL� " I ta,PNn.n.,.R - _RELOC ATE D D STACKED CONCRETE BL OCKS IS E:+sel +e�:t Co nal Il&IE'rG4Y T9i'f�pINO SLv,.v 656.05 655. PROPOSED IMPROVEMENTS — METAL BUILDING SCALE: 1" = 20'-O` -- - -t,-- . - —^a -. .:— uowLT I LOT AREA .105095 SF • 211A CRE1 CAL, AR�„ T LECFNO l>) S(:OPF OF WORK FOR COMPIIA NCF WITH MIAMI-f1AOE CHAPTER 24 SECTION 47 REWIRE TI E1 TILAW O gerr CE "1 aAP DTw :., xcTAL a TRAT P URrACE AN oUNDE ro PRDA r ROT EFONCS?O" wwA ATEREnOE" A ArPR rNaTttDv�D s°fD u .e� uAxpmu[ nT ssiE. • TIC MIRE SITE ALREADY RASA 12 . DYCR C ONCRETE SL AB MIN ME EX 9r0.0111 I.REwYTZI ZO xPE OtTEI EZE EII R15 SURFI AP METAL PRmESSIxO BE PEFDRNEWA CWO EETE • AP2R SCaNON a) • w YETpL PROCESS . TIC NEW OPEN SIDED NENTAAL I RALOIND WM NEGHFN/NOS AS SHO WN ON MATE LARGE xlrhs a" SHEET ANit •x0 A-R)*al xE R OOF SLOP[s WHERE END, GSC nws ROOP SIOP uwATER RYNC i RA R[ VIE R OHM nx a wpY I THE ENSIIxG CYIAL. • IIIACR I TEY IS ROPasEv TTEO u+RO Mw cAtOl RASIxs rwD xEw S LEAOINCC TR W, W,DEST.ORuMD EOJUSutmOEPO RSFA i0 BETErI1 " Tol EASONG CANAL . SEE S HEET, C-5 THW C - -fl IN COORDI NATIO N MIH IHI SHEET. E%. ELEVATIO N PROPOSED ELEVATION E%. CONC. SLAB PROPOSED COR D OVERLAv BO UNDARY PROPERTY LINE Ex. C ATCH BASIN ® PROPOSED CATCH BASIN ER. MONITORING WELL or•frx� p NOTES: PNOCESSiZAZO YtE Zuoc,i1.747" CONlAC�Y 1m11 T1Si FF Ei ALSRAIN AWA CN n uETAL OU IDWO DESO*515 SU -NOLE BY METAL BYRDWG SPEOALTY SUB-COv1R AC10R. w. SEE A-. im BYIL mxG fLEvpnONS. riLIZZt MEbROMµ '"•"" ONE THE YETu BYIL DNG. YN SSECW?NfY ""'"ET A.xE A OETNLS I nkrnotlo nal S cr ap LLC PROPOSED IMPROVEMENTS - METAL BUILDING 1.1 PLAJACO NFORN TOME izpa c B' LOR PSIED URA wNt r:e C-2 NOT 0 0?0D FDo- 1 C ur W Z J a U Lo o l'. =.7- i r erx ui ,F . x. Fd iyl 1 _ "1 L �1 - [a J.rfa esPaLO Caxax[rE ewa [w eIS � aF1 Ess sr cross 655.98' • It ( FRGpMG ,�"F,�Ec.BGi lrEiawNG 6 L ["— 56.05' _ _ L C N ALCL METAL SCRAP RECYCLING FLOW DIAGRAM SCALE: t r• 20'—D' =Ir w i;D TAM - • MY h 41.11.11 nouns,. ssrOuat ttnn IL O onn n .eermoammu[rre. [n mmMrrtlwswr.[m• sm Ml.11wrs140,1!0:6 -.NV.Y_! =now o Annum nous attoonen tet tern gammon utnant n • nu rb.1111.1 n t or oL AI LL wa tun • Sal. tten Lunn MROVIAIIHNNIMIIIRO” [RIPIOLV AMI, IrOn 04,1f 2.41 .11.151-...1 aMeette[rtta tWL e.ur•am midair aN Lumen..x nro ring. n.wxrn arnna ysmmru[mac uaefePeaVJ o,fYxaav _v FGFND � � .rca. xc auw u[ runaa .xo wwr arm/ —> num.. xu rtlwws WOO x[rx o umexc mass. sou, x[ w Irwnws .xa x.rt uwul wr ccxc MEMO anu .r 1. Ixw rue ww xe.q RECYCLING FL OW DIAGRAM Inter national. S crap LLC 22-122, [n "- --- [lauwr .ceengnerre[anaxcroxv.v . W z J U TYPICAL PA RKING DETAIL_ s [ME.t 2a -0 1iT-1 GALCSII P n• raL 51r SIGN GE TAu tT r SIGN 5- 1� q fL MOT USED cn 15 \) cA Tats >, 555.98' 02 ta.l.aat C an al `i1.. I.CS PROPOSED SIGNAGE & PAVEMENT MARKING COMPA NY POLICY & RULES SIGN DETAIL roR 5-20 AND S-28 S -2A INTERNAM,. SCRAP LLG BACKGR OUN D E STATE ACRT ME CAE NDOPACUE LEG SIGN GENERAL NOTES: r onrtor �m�iwmweA A +na mC -INTERNATI0 RM. SCRAP LOX EXCELEGIE 5-23 COM PANY POLCY & RULES SIGN 5-2A AND 5-28 (IN ENGLISH AND SPANISH) 4444.2222, 811 j LOT AREA =1050955E I = 2.41 ACRE GENERAL DATA: GD R RM. 15GFN0 Ex RAO OutS ER IX LAMAR RAMON. MU Inter national Scrap LLC PROPOSED SIGNAGE & PAVEMENT MARKING ixt !ULK,.0101 N aTa.04E rx g L t. RIG 43 ao 54 C-4 LL I z J U T III .� ..R AICC a aenrt•��bu..e •e np, CPARKY narcissi - HEAD W ALL DETAIL .1.0. ra no —R ELOC ATED G. STACNED GCMG =KS StLa Sager _. ,Canal PROPOSED STORM WATER MANAGEMENT SCALE: I` 20'-0" CANALCD SCOPE OF WORN FOR COM PLIA NCE W ITH MIAMI-DADE CHAPTFR 24 SECTION 47 THE U. ILVRRACILITY IS EWI ED 5ECN0NBE] 1001 P40001CIIT IN MMPLI COMPLIANCE 10 RO¢SSF�BERa00s sOL 0 0ElAL ax 000 S 412 4* ANo 0x 04 A RCTOH FROM sAr" WAIER AH D Ax APVB OONFD Si0R4 With YANAGEUEu! SrSTEM . 0 ,e ENTIRE 511E A OEADY HAS A 121 THIES C ONCRETE SLAB vall1 THE EUEPt ON OF A IT aNV GREEN AREA MERE AN UN DERGROUND 120 ouFST C sErra xa01DG ,ANN 1s PRDw ufO. TIFH[lDE IN RAP METAL PROCESSING E PERFORMED xO eA CONCRETE xNERE A LL FENROUS SCRA .m ,AL NA L o[ I 1.7 40E0 AMNEO s Vt`t NC VAN DEM FRHAMcs ME 0D0N lIl10 M 0I00ISEIRx EN07 015'74CHARGBBN O &WF) 10 0 00014 0009 1 FROM WERE 11 RUNOFF rlI ITS •A r ID NC ERM TNO,ANAL. O ONEom NO EONEHTGRE ES"Er DEEN NDNN 10 ExIGTING C W ATER Is IROPDSEO TO BE DISCHA RGED nNG CANA L. SCE 5.1[Cr. C-5 TIRO C-0 Na CODxONAIIOx LE.0FN 0 1 SF 655.96' *151 [mu )141 L LOT AREA =10SOBS 5E 241 ACRE( CPUTIONART NOTES FOR CONTRACTOR (GC) O4t s Wl cw, Nxwo OBol l aNOCR p1 .70 !G BENEa s mE E 1 ,..rolsu', .., CT P 1°0 °,4 AR ! rre VAM 15 1AE NHExupiliAL DOuStBRlAN! ER 'PROPOSES ExH53 0, CIRON NENTALB AREs. ,! soAn6NEw d[XIE R00xONTTACu,, c0 s u,POA RD.En ,M Au PC OPY OF RONE: A vmuSLE AT E NGI NEER , °M EG x. BE01w Vg."="da,M[ F7 A'CO NwLTMN .wD DERx 1 Msv[CIOxs AxD To E L= DISPOSED OF 9TE 5 EDM(POl A0I) Bµ VANCN 1E, IN EASIENT FOR POLLUT ANT . REQUIRED ST DOM .D 0111ER APPLICAIRE REGUL ATORY AGE NCIES 4. Nms PO knox„AN PN MA 1Ce uIS fERCITSOEMeta,CCS.EN OOBBRSR xESUBCOx,xnCIORLL55112 / Atf> O 7A7Ir s N A ,I . MA R x x o D TH Ru la [ NVIR ON NH, AI CcxSULT.T. null NE DEDIEONICAL REPORT [ rs x17VHDAf.IT ANu Rs SulR�3iAu,0 Nf�RfCCx�nnKSBBAgE VT N[PSaBaxSdILE iOR TAo fOMM TOv aSOR vARunaxs ws D Nn DEORCNN XI.R AND ExH RONUEMIAL CISMLl AMTiE MaRISAFOR sA115FAM0er vERF�crN of m[ xT>`Rx� Ex, ELEVADOR PROPOSED ELEVAi1ON MCATCH BASIN PROPOSED CA1CN BASIN 00070011ED EX. PIPE LEFT IN PLACE N EW 501(0 (NON-1ERF000 100) NEAW OUT? BOVBLE AUEO 06 014 NODE PIPE. PROPO SED C G OvElitA r DOuNOARr PROPER' E -x. MONNRNC WELL Au� dil'evx Nce OVA NO -CJ 4 Is GENERAL NOTES ' CATCH BASws SHALL REMAIN IN PUCE A NC) SHALL BE F111E0.VAM CO NCRETE ASNOTED ON PLA NS. E XISTING CATER BASINS 10 REMAINS IN PLACE S HALL BE RETROF RIEO AS NORC ON PU NS. ] ASES 001 EB 40EABMAf0E On000005 19 EO 000 0405004000IE� BIB SA NE CONCETE SMOOT H CONS1RUCIED IHxi*E BOfOS T�B 05PO00 All ll OF SIRUOTU0. s 00BAICIa DEPTH OV AL 10�L BE THE DIME E M[ URGEsI PIPE . STRUCIURES SH ALL OE EC RE OI NLET T HRO AT SORISERS OR MANHOLE TOPS 00. MINIMUM OF BARS IRDN S Nr NUET, MAN NaE OR .UNCTION BOX MAY E USED IN C ONJUNCTIO N VAIN A NT INLET THRO AT OR MA NE rUlLOw SPACE BETWEEN ME P WE AN0 NE CAST( 1E sUEME. ORTAR USED TO EA[ 1M PIPE Ix NE O OR OF PRECAST UNHS RAL BEM SUCH n LN NAi SxPoHKAOE WILL NOT CAUSE LEAKAGE 1 x!0 OR OU T O< UNITS AL FRu nTVELr xrDRnu Vc Euf N, Mnr eE usc0. 1110 001 40E OF RICK WALLS SH 01 1 BE PL ASTE RED N UN I:2 CEMENT MORT AR . CON RETE 1004041100 0 0410 CH APTER 40. 'O OL ONGREQUIREMENTS CODE FOR 3TR UCNRA1 CONCRETE (ACTECOON 0,0111 REINFORCEMENT IN CAST -IN -PL CE OR PREGST CONCRETE SHALL E IN 40 010 q '. PROPOSED STORM WATER MANAGEMENT X91 r� V R�^ 2,112 01ECI ED 0 ,11 PL 0± 0107-O AS NOTED C-5 O S. CDT MOD. C tl`jYP S. CUT AROU ND EC.O. xc REstoRARaN AFTERNEW P[ I • RCN 10 ,;RAO 1 (ES )E I CO''' ( px ) I GR ATE i d I fo R E AEI I SL As xEE�D 1 I r � L[L . 1M �D E a nd P. _ — '-I_ Ex 12' CONCRETE-, PAvENEN.t II EL i] • e —. 1 1,_.-- .. .-1- CONC. RESTORATION E MESON SRAM. u. �C P H) a U Nu, Nn x i. I RA M 511 ).• 2 ( WL PPRMED EQUAL) 6 a E Ofo EO- 5.� :q YSw E w iaB [ x E DRILL , INTO E SCONCRETE PAVEMENT '- E CONCRETE- E A I ---_ - C RESTORATION FLEA NEW . NAPE tD ; � r-( OR CATC H BM W) �! .. D UNRY AE 113 - n%) I 6MlE 5 bay (O R APPROVED MALI / - 1�. D �WL E wM %tfx c GO NG r -E% 12 CaHCIfEIE P AEEENi 4RiLG1 OVO _- ---CIL . �- ' - ixLE, l 4H',:E, --= —® _ ----rr _ =■■C' - 0 L ■■■ m` - -E 2 CONCRETE LUYMrtu %CB. LMEROCx F L .{ ■ ■ m CD PAGED— 6 P E B' ND t_�AE c _"- ill _ A3:rii`ko__:._ I� \/ \/ '� /\/1 -' _ a' ` ..YS RILL r m ac Ex . c0 n SET N EP DXY fY . 24, ' .: / Y 1 ® __ px n!w PIPE nl NOTE Y EE OE GS I _ AE - LE F •r P H �� 5" E OD AND SHALL ---i __ —e%. Ea '• PPE r 'A9R [ AI ONES le a rL D.AA 6- •s10�/ m A EL•s012m Y v. n Ew WP E mSiAIATqq�N ' E[ CENFHu xOf£[J pm al C-5 NF E PPE o D. A ND BE �../ w ..1 B. TIP. uTR TO OP O x- SiLRoi0 0upBLOL mND B • L Y O0. RA ND AnLL BE 6 n pLFR T HAN E 0.0 . A xEp SHAL L B[ m CAS AT RCA[ ON A`� WI-- ,' v' - Ew nPE xSiaL AT99NN- sWEEili Nm e • ' - I, L Dat • �_ STYROFOA M B O+ c / ON SEESR. NOTE ® } nrIgl1„.F OFAII ID L m! 1. ' ml - - T p DOHS IIEO �J y' WAv iEp p4 x VxDfR .Ai s1FEL SECTION AT EX. CB#1 1 II DAR. uWKS'' -k' WASHED ROCK UxDER .AS[ BtEEI SECTION AT EX. CB#2 2 1ED I UNDER MD E STEEL L-lE" WASHED ROC u B ASE STEEL SECTION AT EX. CB#3 3 SCALE I/2" = i' C-6 SCALE 1/2 •' a 1' C-6 SCALE I/3.' = ,' C-6 5 f -. .- -,-. . 0'IO SA W Cul ARWN E% IY COx E E PAEEn, - ♦] a] - CD E nonINST.—..... ( ) (2 MN -B ciVZ , rA E 5 d A M AX.)M Ax) ORA TE n0 5112- I (Oa APPROVED [W AE7 s }xa.1 14,-----. --- xEF. EO YSo12 E OiaD DRILLB IN EP SET ,-. EX RNCOxCREre 1 PAVEMENT pA ' L `B xCBEIE- ' - 1 d 9] f f wAnOx A FTER NEW ... . N ruFBRFb , M _ ) a (2 Mix. A[.) 5112-0513 (I (0 APP s6_66_MEC:E O AS NEF_➢EV ...-.. / / IS C ISE. i 1 uL / - �Ap25 Ex. CO NCRETE-, 0 CUT 12 . EEx , SLAB.' .1 „I TN,/ C AAO-� EMI A/Ew% 1 [ K� 1 SLOPE IN PECTIg15 d sAw C UT E%. t2' CONCRETE �[E xln N cw --, r _G LxLE, - �'; r j — TRE NCH ESEE X. vE ^p E WHERE PUCABLE le TNECKE Ew ROCK p WITH NOS, ROCK • -154112" E W TM L (MU a- WO [x CON C. BET M oue xMS MVO.' ROCK FILL u _ NEW PIK GEN ERAL NOTE L, \B - 2, x. r 12 _ \ 1• 5 LL BE CFA THAN LDMP C•11, UNwROCN i . .,]2 xf YAB L._ B Es FOR PANG u BETE PAvE [NT v O T SHALL BE FABRA sT AT 111, OF ICA TION FAOWC qq g E P N 0C-5.. EF E ER ' o (y+ -.. 2EAST \\ // SHALL BE 6' LANCER 1MAN E 0.p 0 SMALL BERAST AL nN BRIC amoN 0 IL; M Nv \ w w PPE NswRm SEE GENERAL NOTE 4 SR C 5 <� v x0W C•'W^\ " 6B r? (v, wASHED ROCK) UP 10 MO HEIGHT OF P E SECTION ILL- w CRED R OCK. MOONS `UNDER�BAASE srz[L SECTION AT NEW CB#4 HOOKS RED k w ASEp Ro< DER BAs: STEEL SECTION AT NEV/ CB#4 5 ' SCALE v2- = SCALE 1/2' _ V °-6 NEW PIPE INSTALLATION SCALE 1/2- = 1' w CUT 22 ILBOx •T •. F E � ml ICX \...nD NS. f1 e DL61A0. ./C 6 m W E I N C. r EAT-, ._ C Y wi \ AR [S ^—� 12" LAP CONC. O EnUy snESiRD ON'CSAL O s -\P I LW ` 4. a ) iPS1 %) L IO• fA DES) AT� GENERAL NOTES: I WI DEWATER As REWIRED FOR IN STALL.. Fax ORT WORK PLACE SEE G .nOR ARY NOTES ON AL. C-5 2. COMPACT NE W UNEROCK FILL TO DON AASNTO T-1140 ( A 0.D PROCTOR DERV, [w CONCRETE S HALL BE N' c • 5000 PA w/c AND SWMP a' ( 5 ) 4 ALL w RFINFORC NO STEEL MALI CONFORM TO AST • 60 PA WA INDIC ATED. REINFORCING OARS SHALE BE SET N eAn N u-R[ti0O vO E V.a%v aZYFIlF E A E INSTALLmN EW PP E R 12- K NEW FILL .124 oum EEd*R Or aa[ _ __ - 650 B. CDC UME WK E. Tae INTO EEPONT SET NDRILL FIL L f 0 GH A e ROWS OF Y 3- C EG A LENN' INTO Ex CONC. LS� SLAB TOP fPO FY POUR 000 S SECTION w ax , ♦v AND > SCUMS MT) CONC. Y] BARB s B- C'x ayYApS* h. af 01.112 •( • OVW R(rtMy��jl rva. • SECON TIPIPE Internation al Scrap LLD STORM WATER M ANAGEMENT SECTIONS AND DETAILS �` �� �' 0 22-122,1.1 A WIBII• INSTALLATION 576 NEW SCALE 1/2" CONCETE SLAB OVERLAY 0 SCALE T A I. /^ CONC. SLABIOPENING Sf.ALE t(?" - I' l) L1� 3�� [/ nj0 e x D C-6 [. 135 " 1.1.41.11-1'm .m11 1.. 11 w.•m.. .. E - .E .. —,- r-- R[WSIa1S Ixnuan e uenms P[ rM NR.S TO x.vn .i . , .., F 5 .f 6. LL mu, Ua-eq Cne] VA N. BEFORE CO I NSURE BEFORE PURCHASI NG" MATEPALSIOR CrPreN -� COMPLIANCE MISU ND ERS TAND,. IME tnifRcAr t. t .FUR NIS H Ai tE aSi FWR EN GINEER. HE SMALLnALSO 5FURNISH 01.111E SPECIFIC ATIONS ND ENGIX(EDING 7rLiEE 11 2PU ISETZ BY UDAEER, llrA.P pMiA110F i FIVOR WISER SHALL HOi RELIEK NHE C .WATOR SOUS OR DEOPR OPENi OwEN 9pNi. F TAnO rvS, ER ERRd lSn OR FOR DIE PR OPER FUXCDONIl10 W THE NO EX ISTING THESE WRNS La EEK E B+ i0. CTM OING OTHER UTILITIES CONFLICT E ',ILL BE P RO VIDED TYPICAL DETAIL FRAME & GRATE N.T.S. IWI CONCRETE SECTION N.T.S. mr FR AME . z 555LOS: .er Ai 114-4 SECTION AFFLE PE PLAN VIEW 10 E 551 V4 MAVN0.1105[1 E 3- ABM TOPINSTAL L OF OUTFALL PLATEIN T OP PIPE A ND BELOW INV OF OCnALLL FE 6- w:iEBAs ,.T_ SEA L (TOP ke 90E5) WELD Z PLA1E OF BAFFLE PIPE 00111 FO BOLL W/ BOLT --SHAPE Y SPOT NEELLTo BAFFLE PLATE POLLUTION CONTROL DEVICES WITH DRAIN INSERT PLUS DRAIN INSERT PLUS BY RIC OR APPRO VED EQU AL ROLL UP D OOR I� II I al 3' Et. ROOF OVERHAN G AREA #1 -SS GALLOry '' -' Dpu Ms / �CnepuEr 1 *EW6 040 CAUP PAPI 10 1 -SS GALLON0. 4, WA STE TE ML 0Gu5 REQUIRCf rAfED PROW DEO 1.S C1 AREA #2 ncnuniu CAPADTV B-ss GALLONS Cr a0. DRUMS PA3210 W 136.. OF REQUIRED ROLL UP DOOR-'' VEr rLON S M ETAL DIESEL SAN K 7=W Fan DDEETNSS 1 WEIGH PUG5F0 PLAN i 15000 LOS , -off STEEL 1 ;Po L . r 'CONI AREA0 nuE d aVET INIGr BRA[ ET Y OPI AREA #3 NO WASTE OIL SPILLS CAPACIITY MONDE° 6 7 CF u GALLON S DETAILS FOR SECONDARY CONTAINMENT AREAS SCA LE: w W 1'-0' CABINET AREA #4 LOCATED B' STAMM CONCRETE el O0 60 uP i0 5 -SS GA00.05 W F51[ Ot. ORUUS Cn pAO ir FR OWARD 13765 OF REQUIRED EX. EMU W ALL—�I 1 55 GALL O. STORAGE- „, DR UMS 'pars - CON I 01,04 C0IC.LE1 0010P OTER SURFACES EA CO. SLAB (ELE RIES) ,k MID -DEPTH (lm .) SECTION SCALE: 12 . -I' -O ' PROPOSEO. 00 0_ - WALL OnUMS IX¢ STOR AG E- DETAIL AT F UEL AREA PROVIDE SEE - UNI VERSAL Mn ST . a/C-7 SP P 00. IO SURFACES ME CON1 AuluENT SURFACES (01010/100 VARIES) _ = a EX ROOF _/ CA MM. 5NxMENMAS URF ACE (ELEVATION VARIES) ] MIN FUEL NOZZLE MOUNTING BRAKET DETAIL 5 0 ¢5[0 1x 6 nc6ASEO OSE SEE STRUCTURAL L. OETNLS_. c5 F-FelnIEL HEIZI IE SUPPORT MANUAL RECW UFN0A.. SCALE. 1/4".1. -0 - ESP UNIVERSAL 20 GAL. SPILL KIT AVAIL ABLE Al .IME ELLS WORTH) DETAIL SCALE: N .T.S. ROI FUEL NOZZLE WALL MOUNTING BRAKET DETAIL SC ALE: N .T.S . CENFRAL NOTES" 21 090ARY CONTAINMENT ARE A 1 ALL SECO NDARY CO NTAIN MENT AREA SHALL BE EQUUIPE) Wl nl UNIVERSAL SPILL Kn. B/C-7 2. ' VAIN THEME MUM POiYLIEA COATINGMOR1 ENCTNEER APPROVED EOUAL 3. STORE DRUMS ON POLYSPu PALLETS. A BASE FORTO N ALt-i AREASESNKL OE ASNE' ANO LEVEL: nSO ROM Ef O MACK MIN. AND VAR THICKNES STORM WATER M ANAGEMENT SECTIONS AND DETAILS Internati onal Scrap LLC iiou 9dEM, L Or x!:,c Ca GLM a„G SEG Raa PERYA PM,D TD N.1»L2 . E Cr 71 7 CI r W40 00 6000 [¢i YY'1 boa I I:,,yam 1 EX. ADMIN. BUILDING LIFE SAFETY PLA N N T.S LEGEND > FIRE LINE •--- EGRESS ROUTE 655.98' -RELOCATED C STA CKED C ONCRETE BLOCKS 3S Eao,,,1HT APPLICABI E CIlDES BUIL DIN GI. ROMA 2020 7114 2. LIFE SAFTY CODE Nmn E DT., 01 (2018) PROPOSED AND EXISTING 81111 11N05_ ARE NON - SPRINKLED - FOC 507.3 ONE STORY PRIMARY STRUCTUR ALE FRAME TABLE TABLE 506.1 EX. BOR FIRE CONSTRUCTION EXCEEDS I HOUR FIRE RATING. EX. DIALING LOAD BEARING WALLS FIRE RATING REQUIRE - IROPHOUR O SED D USTING CBS IS OPE N EXCEED SIDEDHOUR STROCNRAL RATING. STEEL SNE OF C1ON W ITH 34'-42' HEIG HT R ROOF FRAMING MEMBERS FIRE RESISTAN CE REQUIRED N/A. OCCUPANC Y CLASSIFICATION • EXISTING OFFICES BUILDING: BUSIN ESS. • EXISTING AND PRO POSED META L BU1LOINCS R FERROUS AND NON-FERROUS SCR. METAL PROCESSING: SPECIAL LOW HAZARD FAC TORY IND USTRIAL - GROUP F-2 PER BC SECTION 306. 3. NFPA 101, 6.1.121: SUBCLASSIFICATON +0.1.11.x- SPECAL- PCRPESE INOUSIRIAL OCCUP ANCY BUILDING TYPE V F-2 656.,00 OCCUPANT LOAD TABULATION SPACE USE AREA (SF)OCCUPANT LOAD FACTOR OCCUPANCY LOAD EX. MAW BLOC. BIT S 2663 ISO 18 Ex AONIN. BLDG. M ISC. AREA N/A 817 EX. ADM IN. BLDG. GROSS AREA 3460 X ONE STORY BLOG. FOR NON FERROU S SCR AP PROCESSING -E-I• or51"V`'. --5000110 R°0°C00100MENi A REA 6P. INDUSTRIA L 4125 1000 10000 FIRBT , 4. 1 0/0 595 N/A O 0/0 I+x NIA 0 0050 00,74331X. ONE STORY G, GROS S4662 000 005 SGREmIPBRLO°CESARu -655 CO. DY FERROUS -SMALL MA CHINE WORK -RVY MA CHINE WORK -A:EAu OCC. BY CONC. w - CONINNM ENT �REANDARY nTERM WA TER) EX.,.N/A SP. o,.,N AL SP. INDUSTRIAL I7.795 I/O 0 SP. INDUSTRIAL 20S0 FWOAREA SP. INDUSTRIAL 5. 905 1000 FIRST 10,000 6 N/A 102 N/A N/A 100 N/A 0 2180 N/A PROPOSEDMETALLD G GROSS AREA I269B0O) 2,,120 TOTAL 00 LOT ARTA .ze, A.71 j PF�O OSED METAL FIN:FLR . IL. I. RFLCGATE e' STACKED CONCR BLOC LIFE SAFETY PLAN SCALE: 10 20"-0" OOCVP)NT 10A0 RFOUIRFMFNT5 (PER F9C 2020 CHAPTER 10)' COMPLY WITH NFPA 101 TABLE 7.3.1.2 OCCUPANT LO AD F 30 FORE, NONE OIHER EGGRESS CO MPONENTS: 3D 0C . X .2 IN - 6 INCH EGRESS COMPONENT PRO VIDED (1) 3'-O • NDE 0000 (170 M AX OCT (I) 1-0" NOE DOOR (340 MAX CC) WINNER OF FAIR ( PCB FRC 2070 SECTION 1006 3 21 OCCUPANC Y LO AD,30 NUMBER OF EXITS REOUIRE' . NUMBER O' EXITS PROPOSED: x FOMM0 N PANT TIFAD-100 AND TRAVEL DISTANCE IDOn5 PFR NFPA 101 TAME 0 .78 NNGPRINKI F RED OUR0ING1 BUSINESS: (EXISTING OFFICE BUILDING) COMMON o u - xM1T IT . TRAV EL PATH LIMIT: RO POSE O PEN SHE° BUILDINGS NEPA PU RPOSE 6 .1.12 .1/+0.1.2. SP SE INOEUSTRIAl12 MEANS OF FORE, OPFR FRC 70701 (EXISTING ADMIN. BUILDING) 01910000 x0C4-o' N/A EMT TtrEATI OR: MEANS OF 0GRESS ILLUMm ATON SM ALL COMPLY WITH SECTION 5008 ACCESSIBLE MEANS OF EGRESS. SECTIONS ACCESSIBLEMEANS001 EGRESS SHALL COMPLY vnm DOORS 005 GA RS :. NECKS OF EGRESS DOORS AND GARB S HALL COMPLY WITH SECnONS 1006 ANC 7007 • EX IT ACCESS: EXII ACCESS SHALL 0 COMPLY NTH SECTIONS 1014.1-10115 1015.1-1015. 8 R 16.1-1011 3 PROVIOF0 N/P•CA A 5 0«1X0102 N 141 0000000PIEIi_ 13 • ACCPLY VAIN A LL PERTINENT ESSIBILITY 000E FOR BUILDINCIJON STRUCTor ION 10011 11- M000 BUILDING J - zS, 1 M 'O - GL 59 .0 @W E ='''r'°—•:i \c. - 0__ .._. �CM,�IRCL PaxTJ l _ J HFPA 191129161: 0071 OF CONSTRU CTION! SEE OCCUPANCY CLASSIFIC ATION ON THIS SHEET HEADROOM NIHIN MEAN< OF FTRF<S' THE CEILING HEIGHT SHALL BE NOT LESS MA N 7 -FEET FROM THE FLOOR, NTH PROJECTIONS FRO CEILING N OT LESS THAN 6 -FEET -5 -INCHES NOMINAL ABOVE THE FLOOR. C HAMOF5 M 1E•11 WITHIN 01AN5 OF FRR196 CHANCES IN LEV EL NTIR N MEANS OF EGRESS SHALL NOT E XCEED 1/Y . IN ACCORDANCE NTH SECTION 7.1.6.2 DOORS 905HIN MEANS CF 101(50' (EXISTING OFFICE BUILDING) 66010x1M) N MEANS OF EGRESS SHALL CO MPLY NM 8 7.0.1 LIFE SAFETY PLAN Inter nollonol Soap LLC 127.CC NS 55 OP 0:15(0 OPANNIN No LSF-1 ALE 14745) NOTED 041 -53 SLOPE P50105(D -II. ROOF 0.H. <0. 12" SLAB TO REMAI N SLAB OVERLA Y C ONT. TO MEET V!/ EX. 12" SLAB SlOPEO OVERLAY ��� - - WHITE GOODS RECEIVING AND 1 DISPOSAL: 11 6OOD CAPACITY . 251 (5 03.65) PROVIDED CAPACITY 25T (5 BAYS) I WET AR EA LIMIT SLOPE SLAB OVERLAY CONT. TO MEET W/ EX. THICK CONC. SLAB g_0 '-0= SLAB OVERLAY TO--- MEET & MATCH W/ EX. 12 " SLAB A FERROUS SCRAP UNLLOADING AND SORTING: KV REP'S CAPACITY 160T (2 DAYS) PROVIDED CAPACITY !!= 182T (2 G AYS) TO REMAIN 1 0 8•W 8" CONC.-- PROTECTION \ (TYP.) SCRAP DISTRIBUTION MACHINE I WET AREA LI MIT F9. il °: O. a - PROPOSED M ,` ETAL BUILDING F .F.E. +0'-0 " 1' 0 w (+SBp` N .G.V.O .) V' b� LL _ 0 STEE L NI (CRUSHING): STEEL 21 (PORCH CUTT180L" 0 STEEL @1 (SHEAR CUTTING) 0 PROLES ED SCRAP STORAGE & ISP0SAL: • 1• 0 CAPACITY --601 (2 DAYS) 0 REVD C PACIFY a 95x2 = 190142 DAYS) VIDED CAPACITY =8007 0 PROVIDE) CAPACITY - 205 .42'EAYS) . ...---"- PROCESSED SCRAP LOADING MAC111NE 1 -ROOF O.H. 0E1_0001E0 6. STAC KED- . CONCRETE BLOCKS , IREO'0 OspAG TY = 601 (2 DAYS) D PRO VIDED `CAPACITY = 601 0 0E0'0 CAPACITY = 601;02 0015) 0 REC PROVIDED CAP ACITJ'- 60T 0 PRC • ss a f 511-0" I - L I ,I g' -o" }. _.. kl OCCUPANT LOAD TABULATION SPAC E USE A REA (SF)OCCUPANT LOA0 FACTOR OCCUPANCY LOAD BU SINE.. 26 53 150 111Ex. MI N. BLDG. MSC. M. N/A 51 Ex. M.N. BLDG. CROSS AREA Ja00 EEm. - c. A 'A "1"A'N WEN r ARE A " .. ' M AL -'175 '..r. "... . R.1 NA 599 N/0 0 N/A 1+ 7 N/A 0 BLOC GROSS AREA (1. 47.33,33‘)'P62 FERROUSDs AM P RTA L OCESSING BY FERROUS SCRAP - MACHIN E HH AREAL u WO 40H I1E WORK -43 00 000. BY CONC. WALL -SECMEONDA RY CON TAIN MEN T • -ARE [xRUSMc SSE fu N 1.r T sP. IUWSTWAL SP. IN DUSTRIAL 12]95 N/A. 0 SP. INOO SIIUAL 7050 IOW SP. N ODs A 1000605/ 10.000 0 N/A 102 N/A 0 N/A 100 N/A 0 N)A EIBOP ROPO N jA' 0 GROSS AR EA (289 ,01 ],1x0 TOTAL Tv T AREA LIMIT ROOF 0.0. - ZONING LEGEND 'LEGAL DESCRIPTION (5) 1 CARDER S Rini 1. BLOC 304, NILEARDE SLSE SECTIO N 1 &111ACCORDING 1n[ ruRLll: 0600005 4F MIAMI-0ME 00840 11'. 0000NA PROPERTY A DDRESS(ES) ' -LOCK,, ODOD FL 'ZONING CLA SSIFICA TON ZONING CODE: -A U BESAL INWSIRIAL,STORA4 AND SALV AGE ZON E TYPE . NOUTRIAL i11000 15) N 11 L NODE: ELEV s A ROW F1T`', NW OFFOM:4.4.671 TIN G ADMINISTRADON BLDG. FLOOR ELEVATION EJ06fuG Pu0R av0ODs[0 LOw [5 T MIA CEIII GRADE: 43.0I LOC A REA CROSS LO1 AREA 105,05 SR FY.. 2311 AC ILANDSCAP E REQUIREMEN T BECE S5IIOCSIORI4 0009 0FIEL01 UNDER 110 SUOft[T PROPERTY, OCR M REQUIRES x0 STORM WATER P ERCCLATaN . TIE EN TIRE SIT ;. 15 COVERED WM IV Cx CONCRETE SLAB EXCEPT A 11' aI0' (110 Sr. ) GREEN AREA FOR UNOERCROUNO 1700 GALLON DOMESTIC SEWAGE HOLDING rem, BErGuVEFIH E nouxivuEiNT5T5 N01 IMPOSED BYA NCE MN AT 0100 6 10. THEREFORE EA NEOU ESTES WAIVER Or THESE RFWIRU EN. 1 ( 005DI0 8 X91014J 0 OVOSED M E1M BLOC EW HM:<1'-0-: ZONING CHANCE HEWES,. FO R AS. M AX a NNA B AB STORIES PROPOSE ONE (001L0100 SETBACKS 6, 16 _8100. O,D ..1 NI. 040. 86001.0 PRINAINO. OMB. M.O. ,t MON 2r2110, ye.. moot -motto 11911( 22.2022 11. 4. RCM_ 15 Oh 0i'-0" 207'-0' 5 PROPOSED METAL BUILDING — FLOOR PLAN CID I' 10'-0 " APP0CADLE COTS I. FLO RIDA WILDING COOE I1' CO. NEP A 0 (7018) 10IDON ARE NON - SPRINKLED - rBG 507.3 04.0 OCCUPANCY CLASSIFICATION PA RKIN G: SIRUI. FACILITY: (MAX, x a. O PERRp/x PERSONS ) 11.7, oS0YM10REU °""P"' F MSTINO FACLI TTY IISF • Wn5 IS ERAn WG tfoer ERUETsw 1R6eog,;,"ILI1Y "" ME 006,1/ 00 OPERw1E1YEROu 0:00 AM r0 a .00 Pu MONDAY , T FTIOAY E00 PM SAT URD AY AND CLOSE, • mE GFcDAAIox IS TO OLED BEFORE DUSK: NO wORK Is • PWRRCNR 1A1 00 EXISTING FAC1Uiv 0 N01 IN 6 012UANCE 1WTHp Mb-DAOE CNMIF R 14 . SECTDN 47. PURPOSE O ` D TIE PROPOSEDI �OAME s IS 10 BRI NG THE 51.00E OF WORK FOR OOMPI IANCE WITH MIAMI-0ADE CHAPTER 20 SFCTIQN aT .01E-0AOEIUIT CxAPI ER SCRAP SECTION 0TH AT000 0O OE5 COMPLIANCEROUGHT IN 00 0PTON TO PROCESS FERROUS SCI' C. SURF ACE AND U NDER A RM uETAl Pm"MfNNrRO4 STORM WAER Ax0 Ax w �PRatED SEORu wAiER YMNAGENENiSYS Eu. nIE E xTRE SIE ALRCMY NAB A 12- TRCH [ONCRE E SLAG W1TH n1E 04410 DOMESTIC SEW AGE HOIO1NGru001S PR0000 0. THEREFORE TIE EXISTING ALLFSCP F ACILITY METAL PROCES SING BEPEOoRUFSONRA CONCRETE 5 uAGE. • A SECTO N Rx A xf w METAL xEERE MLEMETAL 1 SCRAG WITH x001 BE ROSHOVAI 00 00011/0/0 NEW SIDED METAL SIZED 10 x000 OM;R00 LARGEA S ARCHITECTURAL ( �� • RELOC ATED 0' STACKED -- - - CONCRETE BLOCKS 606006$`1110 SONI0x500EENO. 050100064 000pv) 0151000110 00 0011 TO BADE FROM WHERE THE RUNOFF FINDS ITS WA Y 10 111E 5016/100 L. DIE EXISTIN G FRENCH OR. STORM WATER ORM.. SYSTEM IS PROPOSED T rodulMDVI: U 21 roVeEO AND NEW GA1C M BASINS An0 NEW SOLO W P[5 LEAOW G is M UNDEROROuxp SEgNExi OP Ielt/g BE oW,feCE0 TOUMEEE%151WE CµA/AOSEE f ?TCR TIRu C -B W COORgNAT W 2.1.1TN'S SHEET . ROOF 0 .11.-/ PLAN NOTES 0Voccg NOLANO S NE IUPRO VF kExT UNDER 0000. 590100150 FROM SI QYY4w8IER COuiACi Wix iERRa1R METAL SCRA P. PROP0015E0 BUILr ArlO INSTALLED BT METAL BOUM SPECIALTY a. SEE A-1 FCw RUILONG � ELEV ATIONS. C RM GENERAL NOTES Y AND'l m1 THNiEEEMET 0 BV LOUMG uroNAl I nfORMAng1 Ou WORE. 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IS AN DREW BASIN S TA NK FROM WHERE -TH E TREA TED STORM WATER IS PROPOSED TO BE DISCHAR GE/TO ENSITN O CANA L SEE SHEET C43 LEGEND -vcr mao ® a1rn 10- star@ ea concrete ma 20 55) 5000 .-30 HATO NOTE ® Sx NO1EQ� ,NR(} - 61, "o elrrnB 2* 0 d3 GATED 8' STACKED CONCRETE BLOC KS stacked conc.. black s C AN 1,1_14 __—.-, _._., —.,_ GENERAL NOTES: I ABANOTENDONED ON PLANS. LL CR BASINS SHAREMAIN IN PLACE A ND SHALL BE FUG] WITH CONETE DOMING C AT0I BASINS TO REMAINS IN PL ACE SHALL BE RETROFITTED AS NOTED ON PLA NS. ASEBPECIFtED NEABTMASPECIFlGATIONS G -s}/80 FOROPRECAS1SCON RETEUNI MME 0000ETE SMOOTH RO W CHANNELS COMPOSED OF CONCRETE. OR BRICK 111 EMORTAR. SHALL BE 2 OE R F' THE L AR CST PIPE. 1A0 01.S AND RETROFIT THEBOTTOMSLOPE SUITAB E�FON NEW PIP. 5 STRUCTURES SHALL BE SECURE TO INLET THROATS. RISERS OR MANHOLE TOPS WITH MINIMUM OF 6-N0.4 BARS 12. LONG, OR AS SHOWN ON SHEET C-3. *ANYNOLF°iolf.ANHCLE OR JUCTON BOX MAT BE USED IN CONJUNCT/ON WITH ANT INLET THROAT OR S EAL THE ANNULAR SP ACE BETWEEN THE PIPE AND THE C ONCRETE SURFACE MORTAR USED TO SE AL THE PIPE IN THE WALLS OF PRECAST UNITS SHALL BE E SUCH A MIX T HAT SHRINKAGE SILL NOT CAUSE LEAKAGE INTO 0R OUT OF UNITS. 11110NATIVELT HT4RA000 CEMENT MAY 8E USED. 8. THE OUTSIDE OF BRICK WORK SHALL BE PLASTERED WITH 1:2 CEMENT MORTAR. 9. UNLESS OTHER WISE NOTED CONCRETE PROTECTION FOR REINFORCEMENT IN CAST - IN -PLA CE OR PRECAST CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 20. -BUILDING CODE RE0111REMENTS FOR STRUCTURAL CONCRETE (ACT 318-14)-. EX. STRUCTURE TO BE REMOVED ®' EX. CATCH 00515 TO REMAIN ABON00NED EX, PIPE LEFT IN PLACE w+++ +--' EX. PIPE TO BE REMOVED I EX, STACKED CONCRETE BLOCKS 6'32'X9' (345e es EACH) 4 EX. MONITORIN G W Eµ )o PLAN NOTES: O1 RE MOVE METAL COVER AND SAYE FOR RE -USE: REMOVE EX. FILTER AND BAFFLES 0 PLUG EXISTING PIPE END WITH 5000 PSI CONC.; 0 .4 W/C; 2 SWMP; FILL EX . CONC . BOX 121)1 2500 PSI C ONCRETE . LEVEL WITH TOP OF EXISTING SLAB. 3O E AT ING PERFORATED PIPE TO REMAIN; ENDS PLUGGED PER NOTE N a. O2 . REMOVE EXISTIN G PERFORATED PIPE. GENERAL DATA: g, Ngrn _T. 1m6E> 51071 . L ROOD 20. AH :TS ROO& C.EvA11 08: Eon. n.8 ROM ELLNATICB AT MICE: A •7 NOwil .511. 01 01440 WATOT T ABLE akEv ATTONT 1-3.G3/141. 0 PA GANO BUILDING nom ELL YANAL.BANGt O LOWER ADJACENT CR ALTE: GAM: 2x.8 L ABTAM: 2d12.23. LON G-MOE 801. 14 - PROGRESS PLANS International Scrap LLC EXISTING FACILITIES AND ADJUSTMENTS 70 TI N L'NBESTOFOURKNEOwLEEaov`ro ESE ABCCOiZEO Z a+aH6 ir+CILIDe M5. KHAN R. P.E. #' .16743 22-113.00 DNS 01: LOX. 22 E00: DRAWING No C-1 SCALE: 5 5070 '07-16-2023 125.48 ' L-1200 ^12000 g i. d omes -he .Age 9.'een a elnFs7K" o nk \\ 1 pout - ag e tas n eedeo ENUS1IN* ONE srok9t301�cDINc - ERKDUS SCRAP METAL 1 PROCESSING I5B SF G ROSS 655,96' _Ex. 4' U1A, C. I. sm.e e1/13./FT FOR Fur uRE w*N. -Be 12.7'"11 conneC'tion 1000500 00*1NI5THAHDN 1 4 „ea sF Fin Fie+SAT E. s core m on err-Tr/1w. "e n 11T1 -\ .H .1 o wlt.,gyl�g —W AS LLON pl DRUMS OVERHANG OVERHP GOF AREA #1 AREA #2 SECONDARY CONTAINMENT AREA SUPPO RT- PPONR- L 1_ _: BRACKETI AREA #3 SCALE: 1W = 1•-0' ESP UNIVERSAL 20 GAL. SPILL KIT AVAILABLE AT JME ELLSWORTH) DETAIL 2 SCALE: N.T. S. FUEL NOZZLE WALL MOUNTING BRAKET DETAIL SCALE: N.T.S. TFx cANSI Bum 5115.0 nonTir�ng RELOC ATED 6' ST ACKED CONCRETE BLOCJ1S SECONDARY CONTAINM ENT A REA q4 . -DRUMS AREA #4 EAs 1 How ETwORK SHOW ocv sr 1R, R P.SFK SFE- stvxDAA r KENT A LK 656.05' Canal ._ . C A N A L_:_, PROPOSED IMPROVEMENTS — METAL BUILDIN G SCALE: 1•' = 20•-0 " n n o C' HIGH CMII ALL 000 gallons ,oz ,o_ -,12 SUOPCP7OWIT BRAGGT AKA.]"D1T tD st ockea concrete block s L OTA ALA on% a ny AFell o":R ring .K,11u pn„,g — AREA UNE NOTES: 1. SEE p.m. PUNS 0-1 1HRU 0-3 FOR LAYOUT. PROCESSI NG AO/0 SITE IMPROVEMENT WORK. 2. ALL FERROUS METAL PROCESSING SHALL BE UNDER ROOF, PROTECTED FROM RAIN WATER CU1TFCi N1M FfflR0U5 METALS . 3. P OSED BUILDING SHALL BE A MET AL BUIL DING DESIGNED AND INSTALLED BY METAL BUIL DING SPECIALTY SLR -CONTRACTOR 4. SEE A-4 FOR BUILDING ELEVATIONS. 500 STR-CTURAL GENERAL N01E5 'I' ANO 01 ON THE METAL 601401NGIgONAL MFgRMATION 0.V FGFND W' . 00 .C ATCH BA51N PROP OSED CATCH BASIN NE W SOLID (NON -PERFORATED) HEAVY D UTY ROUBLE WALLED 24. DIA HOPE PIPE . E%. MONITORING WELL PROGRESS PLANS lIntr natii onaall S crap MC MUD. „Gw owr eERTe xevo T OM VH.2 PROPOSED IMPROVE MENTS — METAL BUILDING M .S . KHAN FL . P.E. 06743 M No: 22-122.00 DWG BY: CHECKED'. ort0WNC H W, C-2 SC ALE. 5 NOTED 0011 02-Ifi-202] LJ z J U tone r alp -ENS 401A C.I.SAN@ en° a1/8' IFT FOR -. 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PE...Arrr Arx AMmrG MOM./ 4 ',WOW SnraMYEOAp RE LYING . 13 ro,w/04[ PROGRESS PLANS Intern ati onal Scrap LLC IXnNEPENTE OOG%aO°50213 L ATTESCTNAMMON .M FOEND ORE 41 .1E IAmM AG sm rn urru Sagas M"ro MATTE PnW —)5 IRarI PG MITE s aw PETAL aSr" Mr°msa sORA. PETAL IreSER a°i µo I4TE PErW < wlmxG rxacisa0 Sow PETAL 0uw mlas suIA, RECYCLING FLOW DIAGRAM M.S. KHAN FL. P .E. F1674S NnA Na: 22-1r.00 DK BY: 02EGNCO, DRAWING N¢ C-3 SG u2: AS ROM DAIS 02-i6-1025 .1/IV/FT FOR CAPPED CIN+N. TYPICAL PA RKING DETAIL COnCre con necti on a�`SiLOS11YW AOLI NISIRADON sc al e K aND � e RE RECIlvt IV COAT. F1. C. SIGN DETAII CC 5 'N 9 12'xia' fleKi F2000 p ot .. dan estie wage gree n ara�\ dro/rponoing toni c ounaa oi se wage a. needed Y �l earnoed a nlc orIng 1 1 ooz tJ f`�E% O ANA t B —RE LOC ATED 6. STACKED CONCRETE BLOCKS D S' Eas enen Lo t 15 655.98' Fn o Na il EXISTING ONE STORY BUI DMG ON -FERROUS CRAP ICETNE PROCESS 4151 SF GROSS C On01.. PROPOSED SIGNAGE & PAVEMENT MARKING SCALE: IT - 20' 1 VLLYSTE. R447C 46 vs1mN .7410 •110. SIGN S-4 COMPANY POLICY & RULES NOT USED nAa I,.. ♦ damumr DaY O w/ CC IV DINo SIGN DETAIL FOR 5-2A AND 5-28 INTERN ATIONA L SCRAP LLC COMP ANY PO LICY AN D R ULER uL OURSC ALESAR RAN CI S TA TECfRP ENO WEAP PREC IATEY CU RRUSINESS PLEP RE C CMEA CAMANOH AVEA GREA TDAV 5-2A 656.05' C ANA_L.___ - 04244601 MHf1E— / BACKCRWNO \ r.KLIV" 727 SK INTER NATION AL SC RA P LLC POLMAKREGIA NENT ODOEUE MP RESA '\R CENTS.. .5POR EL ESTADO. GREEN OPA QUE J/ S -2B COMPANY POLICY & RULES SIGN 5-2A AND 5-2B (IN ENGLISH AND SPANISH) SIGN GENERAL NOTES: ALL PAKU OIT 1.1.10XL5 .ALL BE PER N OWAVO .C1ION 02705-3.02 SON S IN PAU L RICHT-OF-MA Y MO ON THE PROPERTY SNAIL CONFORM TO CONF ORM mw RTTO AALL , N+a GENERAL DATA: OusoRo i M ow FLOOR ELEVATIO N AT OFFICE: 5 .4T NOVO EADIINC FINISH FL OOR ...RON AT 5110P5: 54T NC. EtE ,%..niNcu IfI TSTC REAN ADJACE NT w4.M L ONGITUDE: 501 514. Kl aCCes sIbl e 020.x06 MOW CC u 1 0005 01 unm pow V + Runc m International Scr ap LLC PROPOSED SIGNAGE & PAVEMENT MARKING uTenKNOWS neSR viv Z-ZedgZE TI AIN FO TO KPAN P.0 GL .E. 416743 22-12200 DI M BY'. L.O R- 0RAMN G No C-4 NEALE AS NOTED 02-16-2023 Lut 15 oe R,p0B. tl No ll n up d r.0 Ye EEEEE to t r 12 ❑C con e.. 005.01100 aSin0,OMxISTR.0N Fln Fo-. se>T _y 6+..001 e FB00 Bat. . dopn.ti s ot0 0Upun onN o tl r015 0, w punpout se we9e 0. n eeaetl y¢I 0 n-�IXDWUHB wr M.: 15 KEW .I. ' Ou xoP a o. 1-con cr eLe .. 0+O nor, tg w ell xEM 0. A• x019 . LnNEWLLUTa BAgx xo .R well LOCa TEO OT STACKED CO TEx GAVI AL ANK6 25 . .51,1P Ot PROPOSED STORM WATER MANAGEMENT SCALE: 1" = 20'-0" Sin-i;','2DNE SORAP111001 PR -0158 SF GRASS 7.6 4 rMzR 656.05' . R0a' Si 0a c,- 655.98' 10' HIGH CMU 0 zto<Neel concr ete pie L OT ARM •0014AF .2.41 ACAA r5 Nv5 �dA xov . e PROPOSOD METAL BUILdIN11G nm E R. -D - .S.D N41 0 15 19nonlperT. r I na m K Dd \-APoF MxG 51 6 Canal C A N A Lc. CAUTIONARY NOTES FOR CONTRACTOR (GC) BE IT KNOWN TO ALL RHO WIHAT THELL ARE PERFOR MINCONTAINING G UNDERGROUNDIS CONSTRUCTIONWORK ON ME SUBJE CT SFCONON CONTAMINATED AE NATUREOFPOLLUT ANTS, COORDI NATE 50 11AATTEEA0505 BENEATHTER 1s N1THE 001 CONCRETE FOR FURRIERE Nr INC,CONTACT RUDI T HIN . PROJECT MANAGER. P HO NE: IFORMATION NR114E NA U E OF POLLUT W R, N. WO c )86-225-2530 EM WLR.v^.n c.mn L A.D. REVIE W TIE GEOTECHNICAL REPORT . DATED.. ..--. COPY OF WIC. IS AVAILABLE AT ENGINEER'S OFFICE . R00 01 STE WD EC 117)FEI . ENMRONUExTATECON5IALTAT i',VErTERu 1x5PEttORSTEL,E TOERE REM ur TED. OSPOSEp OF N F' GROUND W ATER TABLE.ELE VATO N CF W HIOI Is ESTIMATED AT UNDERGROUND.88 uSONRING OE WABTEERIN F TIE PUM PED OUT GROUND WATER IS EXPECTED TO BE CARE . CONTAMINATED (POLLUTANT LLUTANT UST AV AILABLE ERN SL ENVIRONMENTAL CONSULTANT)RONO REQUIRES ES HANDLING MTH REATMENT FOR POLLUTANT . REQUIRED BY DEEM AND OTHER APPUCABLE CONTRA CTOR R w0.TOR ISC ADVISED T IHE CCORNECESSARY P OSHA RULES EMPLOY RECULATW SSE MEANS CONTMEET ODDS TO MA INTAI N MA OR ITS E MPLOYEES WORKEft i SUTCOgRACrOR. IA AND DF RN REPRESE NTATAES . E TI CgONACIINATON INFORM ATION PROMO Is HRU ISL 00T ONIONTTALDC CMLT ANT, s HE CED0CHNLCAL POUT TorLTANTS AND 00IS OIOSOO1 ARE 10E HIS 05 NSBIE FOR 10 0 ofl0E NOS5 OR VAR.TOI6 E ST MAY OR MAT NOT EXIST CONTACTO R IS M KS. TO ENGAGE HIS OWN CEOTECH NIC AL A ND E NVIRO NME NT AL CONSULT ANT/EXPERTS FOR SATISFACTORY PERFORMANCE OF THE WORK. FGEND 0 0 MLCATCH BASIN PRO POSED CATCH BASIN NEW SOLID (NON -PERFORATED) HEAVY DUTY BOUBLE WALLED 24" DIA HDPE PIPE . 00. MONITORING WELL GFNFRAL NOTES; I. ABANDONED AS NOTED ON CATCHPLABASINS SHALL REMAIN IN PLA CE AND SHALL BE FILLED WITH CONCRETE S. 2. FISTING CATCH BASI NS TO RE MAINS IN PLACE SHALL BE RETROFITTED A5 NOTED ON PLA NS. 0 A00500101000 000150010050510100 080/0151.00050 .00 000055 001100 5000E 0600000E • CONSTPUCTEO IN ME BOTT OTH FLOW CHANNELS MS COMPOSED O ALLF STRUCTURES TO A DEPTH EWALCONCRETE, OR BRICK Ale 0T] HALF THE OIaOETER OF THE L ARGEST PIPE. 5 STRUCTURES SHALL BE SE CURE TO INLET THROATS, RISERS 0R MANHOL E TOPS WITH MINIMUM OF 6-N 0.4 BARS 12' LONG. OR AS SHOWN ON SHEET C-3. 6. ANY INLET. MA NHOLE OR . NOTION HON MAY BE USE D IN CDNJUNCTON WITH ANY INLET THR OAT OR MANHOLE TOP . ). SEAL THE ANNULAR AL 114 BETWEE N IPIPE AEN THE WAS O900000T AND F T HE CONCRETE MO RTAR UNITS SHALL BE OF SUCH A PM THAT BEpUKAGE WILL NOT CAUSE LEAKAGE INTO OR OUT OF UNITS. ALTERNATIVELY HIDRAU CC C.40141. NAY SED. B. THE OUTSIDE OF BRIC K WALLS SHALL BE PLASTERED WITH L2 CEMENT MORT AR. B. CONCRETE PRO1ECTON FOR REINFORCEMENT IN CAST -IN -PL ACE OR PRECAST CONCRETE SHALL BE IN ACCORD ANCE WITH CHAPTER 20. -BUILDING COPE REOUIREMENTS FOR STRUCTURAL CONCRETE (MCI 016-106. PROGRESS PLANS Inter national Scrap LLC PROPOSED STORM WATER MANAGEMENT STR UCTUR AL RE QUIREMENTS OF F.B. C1010.011.1R00,0.. SECTIONsm aT.Q. KIM V1.1 .2 M.S . KHAN FL. P.E. p10743 MA NR: 22-122,00 DWC BY, CKECKED. ORAMNC No . C-5 SLATE - AS NOTED DATE: 02-I6-2023 - EX. 12" SLAB / TO REMAIN M ERGE W ITH EX. SLAB SLOPE SLAB OVERLAY CONT. TO MEET, EX, 12" SLAB ROOF / SLOPED OVERLAY �. SLO PE SLAB OVERLAY CONT. TO MEET. W/ EX. 12" SLA B , j, X A, 0 SLAB OVERLAY TO--- "� MEET & MATCH W/ EX . 12" SLAB `\l SCRAP UNLOADING MACHINE LUL L SCRAP DISTRIBUTION MACHINE / TO REMAIN 0 0 4'a 8" CONC.- \ PROTECTION ( rm .) WET AREA LIMIT PROCESSED SCRAP LOADING MACHINE to 0.6. RELOCATED 6' STACKED—, - CONCRETE BLOCKS W ETAREA LIMIT DS RECEIVING AND ACITY = 25T (5 DAYS) CAPACITY 25T (5 DAYS) I .. 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AND SHOP PP 0 • F• /E RENEW FORT g PPf�OVgL. - (i02 AREA r PU RLINS ! METAL DECK STRUCTURAL STEEL RIGID FRA ME-. ST SPECIALTY ENGNEER SUBMIT S. CALLS. A ND SHOP D OGS FOR A/E RENE W FOR APPROVAL . SU-0• DRY WORK AREA -EK, 12. 1)002 ( LONG PAVEM ENT SCALE: 14" = 1'-0" VARIES SEE PLAN PROPOSED METAL BUILDING SECTION WORK POINTT VARIES SEE PLAN f --B' HIGH CMU WALL �DgIUM ENL. +0'-D• POINT N.G. V.D. HIGH PdNT AT REAR OF BLDG. EAST ELEVATION SCALE: 02" = 1'-0" P001ECT0N (TI P.) CANAL Q ]0' O1OE LA NAI. (.10100L 000TH) PROGRESS PLANS I nter national Scrap LLC PROPOSED ELEVATORS AND SECTION Eel& Anadalwa . In c 10 1)1096100 049 KxOr wrz 4 PLwS 09*5*1 I/E NGWS . INCLUD WO SECOONS PERTAINING TO H.0.H .2 M.S. KHAN FL. P .E. #10705 2,22-122.00 DWG BT: CHECKED: GRAMNG 09: A-5 SCALE: AS NOTED DATE 02-N-202]