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PW-17-2467ygort; Miami Shores Village r 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 aN— ° Phone: (305)795 2204 toRtvA Permit NO. PW -10-17-2467 Permit Type: Public works rmWork Classification: Public Works Permit Staters: APPRt)YED issue Date: 1012612017 1 Expiration: 01/2412018 Project Address Parcel Number Applicant 10007 NEA Avenue 1132060170490 JOHN &CRISTINA BUTLER Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES FL 33138- 500 NE 102 Street MIAMI SHORES FL 33138 - Contractors) Phone Cell Phone MIAMI DADE WATER & SEWER DEPT (786)256-5200 ing: 1 Fees Due Amount DBPR Fee 2.00 DCA Fee 2.00 Permit Fee 100.00 Scanning Fee 3.00 Total: 107.00 Valuation: $ 0.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # PW -10-17-65368 10/26/2017 Check #: 112 $ 107.00 $ 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . Futhermore, I authorize the above-named contractor to do the work stated. October 26, 2017 rized Signature: Owner / Applicant / Contractor / Agent uate Building Department Copy October 26, 2017 1 Arlenis Silvera From: Arlenis Silvera Sent: Monday, October 16, 2017 4:04 PM To: cristina@imburgiaconstruction.com Subject: PW17-2467 Attachments: Permit Invoice.pdf Hi! I just wanted you to know this permit was applied for by Miami Dade water and sewer for your project. Best Regards, Arlenis Silvera Permit Clerk Supervisor Miami Shores Village 10050 NE 2 AVE Miami Shores, FI 33138 305-795-2204 www.miamishoresvillaee.com m4 RECEIVED Miami Shores Village Public Works Department OCT 16 10Y 305)795-2210 Public works forms are available from the building department, 10050 NE 211 Ave., Miami Shores, FL 33138 PUBLIC WORKS PERMIT APPLICATION Permit Type: Work in the Right -of -Way on Miami Shores Village or Miami -Dade Property Permit#: Name of Applicant (if utility see below): Owner off the following described property: Legal Description: Lot Block Subdivision Folio#; • oL0CO U 0 Address- /600 % A) i' sWl%<_ UTILITY NAME: < Qualifier/Authorized Agent Address: 2Q j City: T1, 41f /`/Jr /i7 c TeIephon g` State Certification or Registrati CONTRACTOR NAME: r. el! Qualifier/Authorized Agent: /4 9—e I % ac Z Address: ZA L City: ` State: ZIP: Telephon9 _ —L Email: %FEZ State Certification or Registratio #: a Z,,A Certificate of Competency #: Requests permission to install (describe work, attach separate page if necessary) in the adjoining right of wa Type of Work: Paving ility Sidewalk Electric Landscape Antenna Other: DESIGNER: Architect/Engineer: Address: City:Stat ZIP: Telephone: Email: Registration #: Irrigation Value of Work for this Permit: $ V Square/Lineal Footage of Work: Fees***** Permit Fee $ 100.00 Notary $ Training/Education $ 0.20 Technology Fee $ 0.80 Scanning $ _ Bond $ (if required) Total Fee Now Due $ Bonding Company's Name (if applicable): Bonding Company's Address: City: State: ZIP: Application is hereby made to obtain a public works permit to do the work in the right of way 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, regulation construction in this jurisdiction. I understand that separate permits must be secured for APPLICANT'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with applicable laws regulating construction and specifically construction in the right-of-way. WARNING TO APPLICANT: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO THE RIGHT-OF-WAY. 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 public works permit with an estimated value exceeding $2,500, 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 the 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 public works permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection will be charged. Si Applicant or Authorized Agent The foregoing instrum t w acknowledged before me this m da of 20_12,by a who is personally known to maor who has produced as identification. NOTARY P Sign: Print: Y. RUBALCABA Notary Public - State of Florida My Comm. Expires Feb 24, 2018 Commission # FF 95324 Bonded Thr ou h National Notary Assn. APPROVED BY: 2017-04-15 Signature---- Company/Utility Agent The foregoing instru mgAlt w s acknowledged before me this _12 day of 20_LL by 3 e(-- Ze W11;1_1 61f G 12 who is personally known to me or who has produced as identification. A • NOTARY Sign: Print: SEAL:v, Y. RUBALCABA Notary Public - State of Florida My Comm. Expires Feb 24, 2018 Commission # FF 95324 Bonded Through National Notary Assn. Public Works Director, or Designee ika :v COUNTY miamidade.gov October 11, 2017 Miami Shores Village Building Department C/o Mr. Ismael Naranjo Building Official Director 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Water Service Installation and Retirement for: 10007 NE 4 AVE SIR -0000002451 Dear Mr. Naranjo: Water and Sewer PO Box 330316 •3575 S. Lejeune Road Miami, Florida 33233-0316 T 786-268-5360 F 305-669-4059 Transmitted herewith for your approval and permit are one (1) copies of the water service installation and retirement for the above referenced project. Upon approval and issuance of the permit, it is requested that you return to us one copy of the approved sketch and the original permit. If your approval and issuance of the permit has special restoration requirements, we will need to notify the customer of the additional charges involved with the installation. Please inform us if there will be special restoration requirements for this permit request. Should you have any questions regarding this matter, please advise. Sincerely, Isabel Rodriguez New Business Representative 786) 268-5134 AYAAmiamidade. gov Prolvilty Sea wh Application - Miami -Dade County Page I of 1 4lt*-4 * t ^ r SHEnOFFICEA ROPER TY APPRAISER Summary Report property Infonnation Folio: 11-3206-017-0490 2016 10007 NE 4 AVE Prope4ty Addiins: Miami Shores, FL 33138-2414 414A48 JOHN BUTLER Owner CRISTINA BUTLER 194.273 10007 NE 4 AVE Mailing Addrviss MIAMI SHORES, FL 33138 USA PA Primary Zone 1200 SGL FAMILY - 2501-2800 SO 658.W8J 0802 MULTIFAMILY 2-9 UNITS 2 Pd"wq LOW Use LIVING UNITS Beds I as" I Ho 41410 Flrors 2 Living urdw 2 Actual Areal 3,691 Sq.Ft Living At" 2,746 Sq.Ft Adjusted At" 2,915 Sq.Ft Lot SIM 17.250 Sq.Ft Year Built 1930 Assessment Information Year 2017 5-17—,-707 2016 2015 Land VgMtg 431.422 414A48 Building V" 161.663 194,273 194.273 XF Value Market Value Assessed Value -4 30.482 30,8731 20,495 SIN= 709092 658.W8J 629,216 S205,726f 204,201 1—Benefits Information I Benefit Type 2017 2016 2015 Save Our Home$ Assessmard 154,2% long] 450,842 424.920 Cap Reduction able V" Homestead Exemption 154,296 1125,000 S25,000 Second Homestead Exemption 25,OWj 25,000 Note: Not all beriefils are applicable to all Taxable Values (i.0 COuSt-Y, School Board, City, Regional). Genwabeei Chi . &ZW017 Taxable Valto InflomwMan 20171 2016 2015 ExerVillorl Value Tamialle Value School Board Exemption Value $0 525.000 S25,00'0 Taxable Valiva $ lipbon Value Sol 50,000 51D'000 ibb Value 7178,dt52 155,726 154,2% long] Corrective, tax or OGD, min consideration 1$612412019 100 notion V" able V" B52] 5S 'rAJ 154,296 Sol" Infoffnation provoA pt" OR Book- Page Qualification Descriptionsale IW3112016 QualbYGM, 01416" Corrective, tax or OGD, min consideration 1$612412019 100 298x5 3537 Short Legal Description AMD PL OF MIAMI SHORES SEC 4 P8 111344 LOTS 13 TO 15 INC OLK 90 LOT Size 150.000 X 115 The Office of the Property Appraiser is conW)ually editing and updating t1v& tit toll, Ttis W09M may fO ~ the ream twivro WkwMidibm o 'Owd I'M 0#606tv A00taiw and Miami Dade County assumes no liability, see full disclaimot and I -Nor ftr""rd 64 h4P;JAyVM MoRmIdade QtMinftAo"dairw Asp versittwil http,//Www.i-niamidade.gov/Propertywwoh/ OW017 t VILLAGE OF MIAMI SHORES MIAMI-DADE COUNTY SEC. 6-53-42 NEW 1" SINGLE SERVICE SET BOX AND SPACER LOCATED AS MARKED OR STAKED ON NE 4 AVE 29'S OF NORTH PROPERI LINE RETIRE EXISTING SERVICE AT REAR NE CORNER / GARAGE TN & 2' E EXISTING 8" C WATER MAIN GENERAL NOTES RECEIVED N OCT 16 _zw SCALE: N.T.S. LOT 13-15 BLOCK 90 I I I....... 1- 37.50' NE 100 STREET Miami Shores Village APPROVED ISy DATE TONING DEPT 1. LANE CLOSURES PER F.D.O.T. DESIGN STD. INDEX # 602-605-660 2. PAVEMENT RESTORATION PER M.D.C.P.W.M. R-21.1. 3. SIDEWALK RESTORATION PER M.D.C.P.W.M. R-13.1. 4. MAINTAIN MIN. 30" COVER ON ALL SERVICE LINES. 5. DO NOT SET METER(S) AT THIS TIME. 6.48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL AT 1-800-432-4770 TICKET #. 283704227 FL. CITY GAS M.D. PUBLIC WORKS W1 COMCAST PEOPLES GAS A.T.T. ATLANTIC COMM. Z F.P.L. M.D. ENT. COMM. CLEAR DRAWN: LB/JM/VL DATE: 10/10/2017 CKD: 1LDG EPT fItJlCiTOCOMPLAINCWITHALLFEV /(, I CIUNTY RULFS ANC nl7rLJI ATInNS NEW WATER SERVICE AND EXISTING SERVICE RETIREMENT AT 10007 NE 4 AVENUE SIR -0000002451 MIAMI - DADE WATER AND SEWER DEPARTMENT 10007 LOT 13-15 BLOCK 90 I I I....... 1- 37.50' NE 100 STREET Miami Shores Village APPROVED ISy DATE TONING DEPT 1. LANE CLOSURES PER F.D.O.T. DESIGN STD. INDEX # 602-605-660 2. PAVEMENT RESTORATION PER M.D.C.P.W.M. R-21.1. 3. SIDEWALK RESTORATION PER M.D.C.P.W.M. R-13.1. 4. MAINTAIN MIN. 30" COVER ON ALL SERVICE LINES. 5. DO NOT SET METER(S) AT THIS TIME. 6.48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ONE CALL AT 1-800-432-4770 TICKET #. 283704227 FL. CITY GAS M.D. PUBLIC WORKS W1 COMCAST PEOPLES GAS A.T.T. ATLANTIC COMM. Z F.P.L. M.D. ENT. COMM. CLEAR DRAWN: LB/JM/VL DATE: 10/10/2017 CKD: 1LDG EPT fItJlCiTOCOMPLAINCWITHALLFEV /(, I CIUNTY RULFS ANC nl7rLJI ATInNS NEW WATER SERVICE AND EXISTING SERVICE RETIREMENT AT 10007 NE 4 AVENUE SIR -0000002451 MIAMI - DADE WATER AND SEWER DEPARTMENT Miami -Dade County - Application Title Type of Installation VNew Installation Q Repair/Maintenande Q Both Method of Installation: Q Bore Excavation Q Both Location of Installation: Vwithin sidewalk ? 5. Will work obstruct pedestrian crosswalk or Q Yes (/No ramp ? 6. Will work obstruct bike ? 0 Right Of Way Q Public Utility Easement Q Both Pedestrians, including persons with disabilities will be provided with a reasonably safe, convenient, and accessible path thplicates as much as practical the desirable characteristics of the existing pedestrian facilities. Fnowledged Will work commence 7. Does the excavation fall on the asphalt of a 00.0:0 paved roadway? 0 Yes VNO within 15 days of permit Signal? 10. Does excavation damage any traffic loops? O Yes ((No 11. Have the roads, which are impacted by the issuance ? Q Yes Q(No Estimated Start Date: 30 DAYS Canals maintained by Miami Dade County will require DERM approval. ' ' ' VAcknowledged% ls NOT maintained by Miami Dade County will require a permit from South Florida Watef k;gement District. • • Pedestrian Information :....: 1. Does excavation fall within the swale and/or Vyes O No •.: sidewalk area ? 2. Give dimensions from edge of pavement to 0 FTWorkZoneinswalearea. 3. Will work damage existing sidewalk, curbs Q(Yes O No and/or gutters ? 4. Will work obstruct pedestrian access to Yes O No sidewalk ? 5. Will work obstruct pedestrian crosswalk or Q Yes (/No ramp ? 6. Will work obstruct bike ? 0 path O Yes (No Pedestrians, including persons with disabilities will be provided with a reasonably safe, convenient, and accessible path thplicates as much as practical the desirable characteristics of the existing pedestrian facilities. Fnowledged will be affected. Roadway Information (Are removing asphalt on a paved roadway) 7. Does the excavation fall on the asphalt of a VYes 0 No paved roadway? 8. Does excavation fall within a Signalized 0 Yes VNo Intersection? 9. Does excavation fall within a Mid -Block 0Yes VNo Signal? 10. Does excavation damage any traffic loops? O Yes ((No 11. Have the roads, which are impacted by the proposed work recently been paved or Q Yes Q(No resurfaced? Traffic Control Plan 12. Will work require a lane(s) closure for Vehicular Traffic? Yes 0 No 13. Give dimensions from edge of pavement to 0trenchofpole: 14. Provide number of lanes and direction that North: will be affected. 15. Please provide an estimate of construction 0timeforwhichtrafficflowwillbeaffected FT South: = East:= West: = DAYS 16. Functional classification of Roadway affected by work. 1:1 Arterial Collector Local 17. Does workzone fall within Section Line or Half Section line roadway? Q Yes VNo 18. Posted Speed Limit within work zone. I MPH At -grade Appurtenance (If you are placing a cabinet, or some other type of equipment on the ground. Do not use 3/4/2014 Miami -Dade County - Application Title Drainage Information I 23. Do the proposed construction plans alter or modify not applicable u existing drainage system? .............................................. 24. Does the proposed installation interfere with existing drainage not applicabl2 0000.. facilities ? 9099. 6000.' 0000:. 0.000 . . 0 0000.. Miami Dade County Water and Sewer Department's customer division proposes toW&rm the -fallowing . work within your right-of-way 0000' 9.. Total length of underground installation or 909000 09 0 09:.9 6 repair 960690 669099 Quantity Water service connection: 30 LF 96:0 0000.. Sewer service connection:. LF 9.. 6 9.9... Construction or Replacement of Resurfacing 0.: Quantity Quantity Sidewalk Public Right 0 LF SQFOfWay Curb & Gutter LF On private SQF Valley Gutter LF property Save Proceed 0 R 000 • • • • • • • 4Od 20a ii Less Than 2001 200' 200' - 400' J CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE TRAFFIC LANE, FOR WORK AREAS LESS THAN 200' DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. ROAD WORK ROAD AHEAD WORK AHEAD 200,400' N I to I CONDITIONS l J WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE b r rk Area TRAFFIC LANE, FOR WORK AREAS 100' OR Wo MORE DOWNSTREAM FROM AN INTERSECTION 400' Sd 7 I FOR A PERIOD OF MORE THAN 60 MINUTES. T100, 20a kit ROAD . s More Than WORK AHEAD Il` rVr VI DURATION NOTES SYMBOLS GENERAL NOTES Work Area 1. Work operations shall be confined to one travel lane, leaving S. The FLAGGER legend sign may be substituted for the symbol sign. 1. ROAD WORK AHEAD sign may be omitted if all of the following the opposing travel lane open to traffic. conditions are met: Channelizing Device (See Index No. 600) 6. The maximum spacing between devices shall be no greater than 25.' Z. When vehicles in a parking zone block the line of sight [a TCZ a. Work operations are 60 minutes or less. L1' Work Zone Sign signs or when TCZ signs encroach on a normal pedestrian 7. For general TCZ requirements and additional information, refer to b. Speed is 45 mph or less. walkway, the signs shall be post mounted and located in Index No. 600. c. No sight obstructions to vehicles approaching the work area for accordance with Index No. 17302. a d/stance of 600 feet. Flogger R. The two Channelizing devices directly in front and directly at the d. Vehicles in the work area have high-intensity, rotating, 3. ,f work area is confined to an outside auxiliary lane, the work end of the work area may be omitted provided vehicles in the work flashing, oscillating, or strobe lights operating. b Lane Identification + Direction of Traffic shall be barricaded and the FLAGGER signs replaced by area have high-intensity rotating, flashing, oscillating, or strobe e. Volume and complexity of the roadway has been considered. ROAD WORK AHEAD signs. Flaggers are not required. lights operating. 4. Flaggers shall be in sight of each other or in direct 9. Use Temporary Raised Rumble Strips in accordance with Index 603. communication at all times. Placement of Rumble Strips and additional signs should begin at 0k_Z:_ FLAGGER sign location. LAST DESCRIPTION: FY 2016-17 INDEX SHEET REv1s,ON , FOOT TWO-LANE, TWO-WAY WORK NEAR INTERSECTION ND. NO. 07/01/15 W _— DESIGN STANDARDS 605 1 of 1 10/641-7 WORK AHEAD Table SPEEDING FINES DOUBLED V NEq ORKEgSPgESENT A B 65 173 217 160 40 mph or less 200 200 Panels 45 mph 350 350 Taper 50 mph or greater 500 500 Tangent Midway between signs. 25 50 25 50 30 to 45 25 50 30 50 50 to 70 25 END 50 10 0 TWO-LANE, TWO-WAY, WORD ON SHOULDER NO. RDAD WDRK 7101REVISI707/01/15 0 101(,117 0 b D I Di I I WORK AHEAD Table SPEEDING FINES DOUBLED V NEq ORKEgSPgESENT i 35 42 Max. Distance Between Devices ft.) Q DISTANCE BETWEEN SIGNS Type I Speed Spacing (ft.) Tubular Markers A B 65 173 217 160 40 mph or less 200 200 Panels 45 mph 350 350 Taper 50 mph or greater 500 500 Tangent Midway between signs. 25 50 Taper Length = !JL See Table II Device Spacing -Taper See Table I ROAD WORK AHEAC A a Work 500' b END RDAD WDRK Table 1 V work Area Device Spacing i 35 42 Max. Distance Between Devices ft.) Speed Cones or Type I or Type If mph) Tubular Markers Barricades or Vertical 65 173 217 160 flashing, oscillating, or strobe lights operating. a Panels or Drums Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 50 to 70 25 50 50 10 0 500' b END RDAD WDRK I` DURATION NOTES V work Area n i 35 42 period or less (excluding establishing and terminating the work area), the advanced Table 11 Taper Length - Shoulder SYMBOLS GENERAL NOTES DURATION NOTES work Area 1. When four or more work vehicles enter the through traffic lanes in a one hour 1. Signs and channelizing devices may be omitted if all of the 35 42 period or less (excluding establishing and terminating the work area), the advanced following conditions are met: Channelfzing Device (See Index No. 600) FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers a. Work operations are 60 minutes or less. 150 180 and FLAGGER signs, see Index No. 603. b. Vehicles in the work area have high-intensity, rotating, 55 147 183 220 60 160 200 140 65 173 217 160 flashing, oscillating, or strobe lights operating. a Work Zone Sign 2. SHOULDER WORK sign may 6e 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 2' TO THE EDGE OF TRAVEL WAY. 0_ LAST Table 11 Taper Length - Shoulder Speed Ph) 8' Shldr. Y31. (ft) 10' Shldr. 72' Shldr. Notes 25 18 35 42 L= WS' 9-0- 30 40 50 60 35 55 68 82 40 72 90 107 45 110 150 180 L=WS 50 133 167 200 55 147 183 220 60 160 200 140 65 173 217 160 70 187 133 280 8' minimum shoulder width VjL = Length of shoulder taper in feet W = Width of total shoulder in feet combined paved and unpaved width) S = Posted speed limit (mph) 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 4. For general TCZ requirements and additional Informal/on, refer to Index No. 600. WHERE ANY VEHICLE. EQUIPMENT. WORKERS OR THEIR ACTIVITIES a ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. 0_ LAST ZO DESCRIPTION: T FY 2016-17 INDEX SHEET FDOT TWO-LANE, TWO-WAY, WORD ON SHOULDER NO. NO. 7101REVISI707/01/15 0 DESIGN STANDARDS 60 1 Of 1 101(,117 SYMBOLS M Work Area • • • • • • • • • Channelizing vice =see:ndgf 600: p Work Zone Sig*W : :0 less than S In width at intervals not to exceed 200. specific designs for scenarios not Included on this Index. CR Required Locations For Either Temporary B. Provide a cross -slope with a maximum value of 0.02 for all temporary 2. For spacing of traffic control devices and general TCZ walkways. Or Permanent Curb Ramps. barricades, vertical panels, drums or tubular markers is 25'. b Lane Identification + Direction of Traffic kept free of any obstructions and hazards such as holes, debris, mud, 3. Use delineators on longitudinal Channelizing devices separating construction equipment and stored materials. Pedestrian LongituliRal Lt%an:llzr neviWithMountedWolk•Zone `ij4 • • l ?LCD)• • • H Pedestrian Longltudi l L':anJ1iz¢g l vic %p) otherwise noted in the plans. display(s) controlling closed crosswalks. 11. Meet the requirements of Index 304 for temporary curb ramps. QI I 3N3- D OUR K O3S0 M301S p { a3S01duNlVM3aIS 9OQ RN. C U ul URN j b U qj a O SIDEWALK CLOSED anod3o USE OTHER SIDE 0 b,4 W_ b,4 AHEAD CROSSWALK CLOSURE AND PESESTRIAN DETOUR GENERAL NOTES 1. Route pedestrian traffic around work areas when construction 7. Provide a 5' wide temporary walkway, except where space restrictions warrant activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'. Provide a 5' x 5' passing space for temporary walkways using the devices and remedies shown on this Index. Use project less than S In width at intervals not to exceed 200. specific designs for scenarios not Included on this Index. B. Provide a cross -slope with a maximum value of 0.02 for all temporary 2. For spacing of traffic control devices and general TCZ walkways. requirements refer to Index 600. The maximum spacing between barricades, vertical panels, drums or tubular markers is 25'. 9. Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and kept free of any obstructions and hazards such as holes, debris, mud, 3. Use delineators on longitudinal Channelizing devices separating construction equipment and stored materials. the work area from vehicular traffic. 10. Remove temporary walkways immediately after reopening of the sidewalk, unless 4. Cover or deactivate pedestrian traffic signal otherwise noted in the plans. display(s) controlling closed crosswalks. 11. Meet the requirements of Index 304 for temporary curb ramps. 5. Post mounted signs located near or adjacent to a sidewalk must have a 7' minimum clearance from the bottom of sign to the 12. Place pedestrian longitudinal channelizing device(s) across the full width of the surface of the sidewalk. closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, place LCD's to delineate both sides of the temporary walkway. 6. Whenconstruction activities involve sidewalks on both sides of the street, stage the construction so that one sidewalk is in service at all times. If this is not feasible and both sidewalks must be closed, as determined by the Engineer, provide a detour to guide pedestrians around the construction zone. to 8 DETOUR anomia kT SIDEWALK DETOUR N N E vU k -Sr' CA / AtlMNMM NtlIN15303d CA PEDESTRIAN WALKWAY 1P C0() S SIDEWALK DIVERSION \W ) LAST I'l u.. KIPIIUN: FY 2076-17 INDEX SHEETREVISION FOOT PEDESTRIIAN CONTROL FOR CLOSURE OF SIDEWALKS No. NO. 07/01/15 a w DESIGN STANDARDS 660 1 Of 1 10%/07 Propetty gemh Application - Miami -Dade County pfte I of I eaFl1., OFFICF'OF THE PROPER -` APPRAISER Yq , X44 Summary Report Property Infowmation 1=0110: Hrnpeat't Address: Owner Naffing Addraft 11-320(3-017-0490 10007 NE 4 AVE Miami Shores, FL 3313$1-2414 JOM BUTLER CRISTINA BUTLER 10007 NE 4 AVE MIAMI SHORES, Ft. 33138 USA PA rY Zom 1200 SGL FAMILY - 2501-2800 SQ PrkmY Land U" 0902 MULTIFAMILY 2-9 UNITS 2 LIVING UNITS Bak I saw f fWf 41410 Floof9 2 Unite 2 obAl Ache 3,691 Sq.Ft Living Adis 2.746 Sq.Ft d)uetad Alfelt 2,915 Sq.Ft Loot Size 17,250 Sq.Ft Year Buitt 1930 Assessment Inforrnation Previous -- Year land Value - -- Building Value --- F Value - -- - - 2017 2016 2015 517,707 $431,422 414A49 161,963 $1114,273 194,273 y$ 300,482 7017,962 11700,8WI 30„873 206,7261 920,405 925,21$ 204,22 IWlAteti alua _ Avftssod Benefits Information Benefit Type -- 2017 201$ 201$ Save 0rrr HorrteS AgSeSStn6nt .. wn nnn Hoarasta td - - - i_$tenlpaon $2 5.070 528.000 Second Hom@stead 0lt@flipliOn 525,400 $iti,tit>0 Note: Not all bonoft dm eppiicoble to all Tapable Values ii.®, Coran:Y, Srhool Board, city, Regional.): Generated «r _ W&2017 Taxable Value Information Previous -- rare gi nre- 7-17 20151 2415 County QtW fay amm of load Cofiitl11111111@, tax or 0=4 min 1013112ii1ta 5701t 0 Exemption Vabse 50 150,000 Sa11low Taxable Value sm.552 st Aaa9 154,2 6 School Board Exemption Value mow ia504wr1d WOOD Tax" Vaiva 970lA 2 1T9 296 City{¢ r1 yExemptionValue I,7 AI " pV 'VVIR Taxable value 109„6521 slam SIS4,296 Regional Exemoliran Vahte C) OAflOD 3 SO,i?iJt1 Taxable Value S7o9 452 S15"a,72Ca 154,250 Sale's Information Previous -- pelt” rare gi nre- Qttalifiration Qestriplion SAIL, Page 3021)2-2965 QtW fay amm of load Cofiitl11111111@, tax or 0=4 min 1013112ii1ta 5701t 0 Otidi1412G1 ; S1Ot1 21)1365-3517 G13tt'$Ifll fatibh Short Legal Description _ - AMD PL OF MIAMI SHORES SEG 4 PB 15-14 LOTS 13 TO 16 INC Si: -K 90 LOT SIZ8 160.ON X 119 The Office oil* rftWdy A}rPraiser is conllf-matly sling Ind upd Ow fay III. TWiis*mbsita may w tift4A Who must ouirmt 0CM411116M ON ice.'1M- Prbpeft AMMism' and mmml-iiAdtt "nty essunies no liability, too full diWaimw hind UWAqf6WW48T N# IJvNral.mi rfild9Ae.r viin1r3?disel2irnsr:alb vsrairr, http,//Iii+ii w,i'1 iaii1idi ,govlprap"wwoh/ W28/2017