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PW-6-16-1626, 10050 NE 2nd AveL�� Miami Shores Village `5t1UR£S 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 `VENi B Phone: (305)795-2204 Fcorii"aA Permit NO. PW-6-16-1626 Permit Type: Public Works PermitWork Classification: Public Works Permit Status: APPROVED Issue Date: 6/15/2016 1 Expiration: 00/1 /2016 Project Address Parcel Number Applicant 10050 NE 2 Avenue Number: MISc Streets 1132060131960-1 MIAMI SHORES VILLAGE Miami Shores, FL 33138-0000 Block: Lot. Owner Information Address MIAMI SHORES VILLAGE 10050 NE 2 Avenue MIAMI SHORES FL 33138-2304 Contractor(s) Phone Cell Phone FPL Scanning: 1 Fees Due Amount CCF $0 00 DBPR Fee $0 00 DCA Fee $0 00 Education Surcharge $0 00 Permit Fee $0.00 Scanning Fee $0 00 Technology Fee $0.00 Total: $0.00 Phone Cell 305/751-1271 Valuation: $ 31,867.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # PW-6-16-60155 $ 0.00 Available Inspections: Inspection Type: Final Excavation 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, orqMployes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING OOL work. OWNERS 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. Futhermore, I authorize the above -named ontractor to do the work stated. 'June 15, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 15, 2016 1 FPL WR # 6785923 Miami e Shores Viflag� YD Pubfoc Works ®epaftm nt JUNfa 10050 N.W. 2ndAvenue, Miami Shores, Florida 33138 1BY: Tel: (305) 795.2204 Fax: (305) 756.8972 Public Works Permit No. Permit Application FBC 2004 UTILITY 'Public Works WATER Owner's Name (Fee Simple Titleholder) Florida Power & Light Phone#: 305-529-6120 Owner's Address 4200 West F l a t e r St City Miami State Florida Zip 33134 Tenant/LesseeName N/A Phone# N/A ALLEY E/O NW 2 AVE & NW 93 ST; ALLEY W/O NE 2 AVE & NE 94 ST; ALLEY W/O NE 2 AVE AND NE 96 ST Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated: Yes N/A No N/A Utility's Ge9h;asteF!s Company Name FLORIDA POWER AND LIGHT COMPANY Phone M (305) 442-6150 Utility's Gentraeter's Address 4200 W. FLAGLER ST. — EPM / LFO City: MIAMI State: FLORIDA Zip: 33134 Architect/Engineer's Name (if applicable) Julian Salcedo $ Value of Work For this Permit: $ 31,867 Phone #: 305-442-5881 Lineal Footage Of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Re air/Re tace p p ❑ Demolition Describe Work: RISER TRANSFER 25'OF TRENCH & INSTALL 5 HANDHOLES Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) .................... Fees .................... _ Permit Fee $ CCF Training/Education Fee $ Radon $ Structural Plan Review $ CO/CC Technology Fee $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance will) 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 this issuance of a Public Works permit ivith 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 lee will be charged. Signature Signature Owner or Agent Utility Representative /-Gentrastor The foregoing instrument was acknowledged before me this 9th day of June 20 16 'by Viviam Pineda , who is personally known to me or-who-has-predueed N/A _ as identification, and who-did/did not take an oath. NOTARY PU NOTAR P�pc C: Sign: Sign: 0A V �� Print: Marcia Del Toro Print: My Con)mission Expires: My Commission Expires MARCIA DEL TORO Notary Public - State of Florida •, Commission # FF 913576 My Comm. Expires Dec 1, 2019 ''•�° Banded tivough National Notary Assn. �00000noeooe0000000n0000000n00000nnaoa o00 00oru000000000nononoa000000000uonou0000 APPLICATION APPROVED BY: `�' � Public:orks Director or his designee. 11/17/2005 WORK END ROAD WORK SPEEOING FINES DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A I B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 r b WORK AHEAD A a _ b ■ h [h B Taper Length = %L Work Area �f See Table I) END RDAD WDRK Device Spacing -Taper Device Spacing -Tangent 500' See Table 1 See Table I Table 1 Device Spacing Max. Distance Between Devices (ft.) Speed Cones or Type I or Type 11 (mph) Tubular Markers Barricades or Vertical Panels or Drums Taper FT.ngd.t Taper Tangent ZS 25 50 25 50 30 to 45 25 1 50 30 50 50 to 70 25 50 50 IGO Table 11 Taper Length - Shoulder Speed (mph) YiL (ft) Notes B' Shltlr. ]0' Sh/dr. 72' SAldr. 25 28 35 42 L=Y75' 60 30 40 50 60 35 55 68 82 40 72 90 107 45 120 150 180 L=WS 50 733 167 200 55 147 183 220 60 160 200 240 65 173 217 260 70 187 233 280 'Midway between signs. 8 minimum shoulder width %L = Length of shoulder taper in feet SYMBOLS GENERAL NOTES DURATION NOTES W = width of total shoulder in feet (combined paved and unpaved width) ® Work Area 1. When four or more work vehicles enter the through traffic lanes In a one hour 1. Signs and chvnnelizing devices may be omitted I/ all of the period or less (excluding establishing and terminating the work area), the advanced following conditions are met: S = Posted speed limit (mph) FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers a. Work operations are 60 minutes or less. ■ Channelizing Device (See Index No. 600) and FLAGGER signs, see Index No. 603. b. Vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating, [p Work Zone Sign 2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. Lane Identification + Direction of Traffic 3. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. CONDITIONS 4. For general TCZ requirements and additional information, refer to Index No. 600. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. LAST DESCRIPTION: 2016 INDEX SHEET REVISION v, FDOT� TWO-LANE, TWO-WAY, WORK ON SHOULDER NO. NO. 07101115 �- DESIGN STANDARDS 602 1 of] ' 1 �� i i I I 11 I z = NOTIFY MIAMI SHORES —� I 0 48 HRS BEFORE AND AFTER m CONSTRUCTION AT (305) 762-4949 Z 0 w W Q 0 Z N O Q o c') -C w� r-- r rn m G =- tn r GSA r-- p rr„ rw h1J G v LOG 19 PROP INSTALL: (1) RISER AND (1) 24" HH G RA U PROPOSED FPL RISER CONSTRUCTION LEGEND O PROPOSED WOOD POLE ♦ EXISTING WOOD POLE ❑ PROPOSED CONCRETE POLE ■ EXISTING CONCRETE POLE ® EXISTING AT&T POLE ® EXISTING WOOD TRANSMISSION POLE ® PROPOSED WOOD TRANSMISSION POLE © EXISTING CONCRETE TRANSMISSION POLE O PROPOSED CONCRETE TRANSMISSION POLE ® EXISTING PADMOUNTED TRANSFORMER EXISTING CONDUIT PROPOSED CONDUIT —I EXISTING ANCHOR —•i PROPOSED ANCHOR PROPOSED SPLICE BOX .®,.L13TI�. NG SILAGE BOX O �RROPO$ED HAND HOLD-"""'-"3 ' S m 1 � m O 2,XISTI HAN[.OLE - ®yADIAL AULT f j t Q. LOCATI N OF ARK BEING DiONE 1 C ------------------- 1 F � I 1 3 � I I I 1 I I I I IY I � I ED I I I I I I I I 1 Q 2 19 24" HH INST LU J J , � Q O i N r i ---- -- 5F SWK------ ----- GRASS t _ _ NW 2ND AVE - - -r LOCATION SKETCH N.T.S IL 0 v O 19 LU W ui I 1 I i I 120' Q °C �0 GRASS a -- - - - - w ALLEY Q 0 N ' i GRASS z r— — — — — — — — — — — — — — — — c/) Y C < iU) PLAN VIEW N.T.S 70' LOG 19 PROP INSTALL: (1) RISER AND (1) 24" HH Li 36" MIN TO COVER ` PROFILE VIEW N.T.S "LOOKING NORTH" 6 SEC 01 TWP 53 RNG 41 MOT 602 PROP 24" HH INSTALL FOREIGN 110'+/- E/O NW 2ND AVE UTILITIES BETWEEN NW 93RD ST AND NW 92ND ST MIAMI SHORES, DADE-COUNTY FL 01 PB 10/39 BATE: 5/31/2016 WR: 6785923 REV STM SEWER SAN SEWER MAP NO CATV GAS NO. ACO267 DWG 1/3 r. t'aCi•• v• ��� • • V �•> • •• •tcr�y co �� • • • i99 y j e� 5 u z k • • • :•• • I• • d" • • i 80 24" HH INST NOTIFY MIAMI SHORES 48 HRS BEFORE AND AFTER ----------- ____ CONSTRUCTION AT (305) 762-4949 -- GRASS tY n 01 IO Z LOC 79, 80 PROP INSTALL: (2) RISERS AND (2) 24" HH FPL SIDEWALK CONSTRUCTION NOTE EXISTING SIDEWALK WILL BE CUT AND REMOVED FROM SEAM TO SEAM 5' X V PATCH ACROSS AFFECTED AREA PER WORK LOCATION AS NECESSARY TO SET PROPOSED POLES ALONG EXISTING POLE LINE. SIDEWALK WILL BE RESTORED PER ALL ADA REQUIREMENTS TO EXISTING OR BETTER CONDITIONS. CONTRACTOR RESPONSIBLE TO SCHEDULE INSPECTION WITH COUNTY ENGINEERING PRIOR TO RESTORING ANY SIDEWALKS, NO EXCEPTIONSI cn W �4 O x r 11 F-- o U W W Y � U W O _ U U GRASS n __--- ----------------r:§> 24" HH INST 79 ' I I i I I t I I I 183' II I LU � W I I JI I -----------I ------SSWK----//I 11 LU ~- - NE 94TH ST - - zz — N W z CSWK 3' I a z O U 80 w I I ,I I I --—————————IYI cn 3I � co! Q Ir GRASS (5 U) x F- ALLEY LU z I � ' I _ I I — � I 5'- 60' I— I I I I I ' I I 70' LOC 80 PROP INSTALL: (1) RISER AND (1) 24" HH n- o LU � 79 I � 1 I I I I I I C/) ;YI (A) � < C4 — — — — — — — — — — — — c7 ' GRASS I I ALLEY I T I I , I I O ■ _ I I 75' 15' I I I —�1 36" MIN TO COVER `` - 36" MIN TO COVER `` = U PROPOSED FPL RISER CONSTRUCTION LEGEND O PROPOSED WOOD POLE EXISTING WOOD POLE ❑ PROPOSED CONCRETE POLE ■ EXISTING CONCRETE POLE ® EXISTING AT&T POLE ® EXISTING WOOD TRANSMISSION POLE O PROPOSED WOOD TRANSMISSION POLE © EXISTING CONCRETE TRANSMISSION POLE 0 PROPOSED CONCRETE TRANSMISSION POLE EXISTING PADMOUNTED TRANSFORMER EXISTING CONDUIT o PROPOSED CONDUIT ----i EXISTING ANCHOR --i PROPOSED ANCHOR PROPOSED SPLICE BOX EXISTING SPLICE BOX OO PROPOSED HAND HOLE O EXISTING HAND HOLE RV RADIAL VAULT (E LOCATION OF WORK BEING DONE MOT 605, 660 LOC 79 PROP INSTALL: (1) RISER AND (1) 24" HH LOCATION SKETCH I N.T.S PLAN VIEW N.T.S PROFILE VIEW N.T.S "LOOKING EAST" SEC 01 TWP 53 RNG . 41 FOREIGN UTILITIES PROP 24" HH INSTALL 183' +/- W/O NE 2ND AVE AND 75'+/- N/O NE 94TH ST PROP 24" HH INSTALL 183'+/- W/O NE 2ND AVE AND 75'+/- S/O NE 94TH ST MIAMI SHORES, DADE COUNTY FL PB 10/70 DATE: 5/31 /2016 REV NO WR: 6785923 STM SEWER SAN SEWER MAP NO. AD0268 CAN GAS DWG 2/3 • • • r • e a •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z _O W ry NOTIFY MIAMI SHORES 48 HRS BEFORE AND AFTER CONSTRUCTION AT (305) 762-4949 — _ NE 2ND AVE — — — — ------ -_ I --------------------- --------- i s6 91 24" HH INST 24" HH INST 15'ALLEY z 15'ALLEY FPL SIDEWALK CONSTRUCTION NOTE EXISTING SIDEWALK WILL BE CUT AND REMOVED FROM SEAM TO SEAM 5' X 5' PATCH ACROSS AFFECTED AREA PER WORK LOCATION AS NECESSARY TO SET PROPOSED POLES ALONG EXISTING POLE LINE. SIDEWALK WILL BE RESTORED PER ALL ADA REQUIREMENTS TO EXISTING OR BETTER CONDITIONS. CONTRACTOR RESPONSIBLE TO SCHEDULE INSPECTION WITH COUNTY ENGINEERING PRIOR TO RESTORING ANY SIDEWALKS, NO EXCEPTIONS! LOC 86, 91 PROP INSTALL: (2) RISERS AND (2) 24" HH o■� I �'�' so �2 190' 2' IL D- O - O [[ z LU U UJ Cn I I I I I Y Y I C/) I I I — — — — — — — — — — ! I I — — — — — — — _ _ — — ALLEY rn ALLEY LU n z 3 2' 45 190' 2' I Y Y I COCO I 91 I Chi "n I 86 i I 80' I 1 LOC 91 PROP INSTALL: (1) RISER AND (1) 24" HH )E LJ 36" MIN TO COVER - V PROPOSED FPL RISER a- CONSTRUCTION LEGEND O PROPOSED WOOD POLE Q EXISTING WOOD POLE ❑ PROPOSED CONCRETE POLE ■ EXISTING CONCRETE POLE ® EXISTING AT&T POLE ® EXISTING WOOD TRANSMISSION POLE ® PROPOSED WOOD TRANSMISSION POLE ■ EXISTING CONCRETE TRANSMISSION POLE N 13 PROPOSED CONCRETE TRANSMISSION POLE 3 EXISTING PADMOUNTED TRANSFORMER EXISTING CONDUIT x PROPOSED CONDUIT --4 EXISTING ANCHOR - i PROPOSED ANCHOR U Q PROPOSED SPLICE BOX W EXISTING SPLICE BOX Z OO PROPOSED HAND HOLE Q W O EXISTING HAND HOLE QQ = FiVI RADIAL VAULT V 11 (EK) LOCATION OF WORK BEING DONE LOC 86 PROP INSTALL: (1) RISER AND (1) 24" HH GRADE u 36" MIN TO COVER LOCATION SKETCH I N.T.S PLAN VIEW N.T.S PROFILE VIEW N.T.S "LOOKING EAST" SEC 01 TWP 53 RNG 41 MOT 602, 616, 660 PROP 24" HH INSTALL 183' +/- W/O NE 2ND AVE FOREIGN AND 167'+/-S/O NE 96TH ST PROP 24" HH INSTALL 183'+/- W/O NE 2ND AVE UTILITIES AND 22'+/- N/O NE 96TH ST MIAMI SHORES, DADE COUNTY FL PB 10/70 DATE: 5/31/2016 W R: 6785923 R E V STM SEWER SAN SEWER F F NO CAN GAS NO. AD0268 FPLgI i•vlAjEt2 '. S�3T." [IN WG 3/3 .. O. .. • ... . . .. . • . .... . .. .. .. . ... . . . . .. . .. .. .. . . ... . . . .. . .... ... . ... • . . . . • .... . ...... . . ..... . . ....