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PW-17-2162Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 465 GRAND CONCOURSE Miami Shores, FL Owner Information JULIAN & DEBRA MONTERO Permit Address Parcel Number Permit NO. PW -8-17-2162 Permit Type: Public Works Work Classification: Public Works Permit Status: APPROVED Issue Date: $/29/2017 1132060170320 Block: Lot: 465 GRAND CONCOURSE MIAMI SHORES FL 33138-2462 Expiration: 11/27/2017 Applicant JULIAN & DEBRA MONTERO Contractor(s) Phone Cell Phone TECO PEOPLES GAS SYSTEM (305)957-3857 (305)970-1783 Phone 305/685-0412 Cell Valuation: Total Sq Feet: $ 1,000.00 0 Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.00 $0.00 $0.00 $0.20 $100.00 $3.00 $0.80 $104.00 Pay Date Pay Type Invoice # PW -8-17-64998 08/29/2017 Credit Card 08/28/2017 Check #: 1592 Amt Paid Amt Due $ 54.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Excavation Review Public Works Final Public Works In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informa construction and zoning. Futhermore, I authorize the above- Authorized Signature: Owner / Applicant Building Department Copy • is :m r. ccurat • ac and that all work will be done in compliance with all applicable laws regulating r to do the work stated. / Agent August 29, 2017 Date August 29, 2017 1 'IVliami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG 2 8 2017 sol FBC 20N BUILDING Master Permit No.RA-3I1—a 1 SOP PERMIT APPLICATION Sub Permit No. pit) )2 - j !o - 3 4f2 9 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL 111 PLUMBING ❑ MECHANICAL (PUBLIC WORKS ❑ CHANGE OF n CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: %/ r� G �cJ G G u 2 S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): RIGHT OF WAY Phone#: Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: TECO PEOPLES GAS Phone#: 954-453-0806 Address: 5101 NW 21 AVE. STE. 460 City: FT. LAUDERDALE Qualifier Name: JESUS VEGA State: FL Zip: 33309 Phone#: 954-453-0806 State Certification or Registration #: E1608 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ lace Re air Re P / P n Demolition Description of Work: PERMIT RE -NEW FOR A GAS SERVICE LINE Specify color of color thru tile: Submittal Fee $ O' 6D Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 5y . 00 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 3-Q2.sq OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by 2.3 day of , 20 ) 7 , by , who is personally known to , wh rsona y nown to) me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: . !! NOTAR IC: O',,identificat' nd who did take an oath. Print: Seal: APPROVED BY Plans Examiner (Revised02/24/2014) as HUB MY COMMISSION # GG 104234 EXPIRES: September 11, 2021 Bonded Thru Notary Public Underwriters ************************* Zoning Structural Review Clerk Arlenis Silvera From: Arlenis Silvera Sent: Monday, May 01, 2017 4:05 PM To: 'alfinch@tecoenergy.com' Subject: PW -12-16-3429 Good Day, Please be advise that Permit#: PW -12-16-3429 does not have a final inspection. Please advise when you are ready for inspections. Best Regards, Arlenis Silvera Permit Clerk Supervisor Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillage.com 1 • • ••• • • • ••• •• - •• •• • • • •• • • • • •• • • - • •• • • •• •••• •• • • •- • •• •• • •• • - • J� J L • • • ••• • • • ••- • • • • • • •• 200 200 400 • • • T.J L 4i •.J ••Ito• •• • •• • • - • • • ••.0 • • • (Less Than r 200 /P//"//771. Work Area ■ JJL J b l 1 1 03 I r 400'I r sa ■ ■ I SYMBOLS MWork Area / Work Area / ■ Channelizing Device (See Index No. 600) Qt Work Zone Sign • Flagger b Lane Identification + Direction of Traffic 200' 200 More Than 200' GENERAL 1. Work operations shall be confined to one travel lane, leaving the opposing travel lane open to traffic. 2. When vehicles in a parking zone block the line of sight to TCZ signs or when TCZ signs encroach on a normal pedestrian walkway. the signs shall be post mounted and located in accordance with Index No. 17302. 3. If work area is confined to an outside auxiliary lane, the work area shall be barricaded and the FLAGGER signs replaced by ROAD WORK AHEAD signs. Flaggers are not required. 4. Flaggers shall be in sight of each other or in direct communication at all times. • r .n• •r .• L JL NOTES 5. The FLAGGER legend sign may be substituted for the symbol sign. 6. The maximum spacing between devices shall be no greater than 25.' 7. For general TCZ requirements and additional information, refer to Index No. 600. 8. The two channelizing devices directly in front and directly at the end of the work area may be omitted provided vehicles in the work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. 9. Use Temporary Raised Rumble Strips in accordance with Index 603. Placement of Rumble Strips and additional signs should begin at FLAGGER sign location. • •• •• • • •• • • • • • - •••• • CONDITIONS •AIIERE AP VEHICLE, EQUIPMENT, WORKERS O an THEI ACTIVITIES ENCROACH ON THE :PAVEMENT SEOUIRING THE CLOSURE OF ONE •TRAFFIC LADE, FOR WORK AREAS LESS THAN .I D•A0VSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS 200' OR MORE DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. DURATION NOTES 1. ROAD WORK AHEAD sign may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance of 600 feet. d. Vehicles in the work area have high-intensity. rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. LAST REVISION 07/01/15 2 0 S DESCRIPTION: FDOT • 2016 DESIGN STANDARDS TWO-LANE, TWO-WAY, WORK NEAR )INTERSECTION INDEX NO. 605 SHEET NO. 1of1 \ • . S. • • . • SCAL:'I•=30' • .••. ▪ . . • • • • • l • EX. 2" BSE. CS. GA MAIN •41E. 4N SVG •4-O A GM�4IN �W 4 T/J'/ F.'ABS E. FIV••6 • • •••• • • • • .••• • • •• . •• • • • ••• •••. • • .•.• • • • 4' L • • • • • • • • • \ \ ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. 5 95.5' FULL LANE SURFACE REPLACEMENT SURFACE SAW CUT ASPHALT (TYPICAL) PROP. 3/4" PLASTIC GAS SVC. DIRECTIONAL BORE PROP. RISER WITH 3/4" PLASTIC GAS SVC. GENERAL NOTES 1. REPLACE BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE BASE. MIN. 8" AND MAX. 18" 2. BASE MATERIAL SHALL BE PLACE IN 6" MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY PER AASHTO T-180 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL 5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE CONTENT OF 70% (60% FOR LOCAL STREETS) 6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES 7. ALL ROADWAY RESTORATION WITHIN F.D.O.T R/W SHALL COMPLY WITH INDEX 310. 12 LEGEND CENTER LINE MONUMENT UNE RIGHT OF WAY PROPERTY LINE EDGE OF PAVEMENT TAPPING TEE EXCESS FLOW VALVE SERVICE LINE WATER MAIN R/W P/L E.O.P. T.T. E.F.V. SVC WM. RECIP!T VT: JUL 1g 010 BY: REPLACEMENT BASE (NEW MATERIAL) 12' RESTORATION OF ROAD CUT FOR UTILITY CROSSING 8 15' ROP.3/4" PLASTIC 8 EX. GRD GAS SVC. TO BE Ce a a \ DIRECTIONAL BORED rr z, 0 w 0 W N 4 36" MIN. 4 1 1 w _ — _ — cAs -As _ EX4"BSE. CS O GA9 MAIN O FROFILE CROSSING ALLEY WAY : (V) 1:5 lr1) INIJ. 0 ate', ai 07-05-2018 z RR PROJECT ADDRESS: CO m 0 g U z 0 U 0 Eti IV N w J a 0 w a 0 rn x NO. OF SH1iars.1 sHEar NO.: 1 Drawing File: C: \Users\stbxj\Desktop\Marlen Cabrera\JOBS\465 GRAND CONCOURSE MIAMI SHORE FL 33138\465 GRAND CONCOURSE MIAMI SHORES 33138.dwg 07/06/2016