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PL-10-2092Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 154433 Permit Number: PL -11 -10 -2092 Scheduled Inspection Date: January 04, 2012 Inspector: Hernandez, Rafael Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: TECO PEOPLES GAS SYSTEM Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132060136130 Phone: (305)957 -3857 Building Department Comments GAS SERVICE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 153685. NEED PATCHING RH January 03, 2012 For Inspections please call: (305)762 -4949 Page 1 of 31 RECEIVED JAN O3Z01 pewits. Miami shores VillageB` Public Works Department 1=0 RE. grid Av . Nang Stoles. 33138 Tee (305) 7962zo4 ROC 766 Public ► s Permit Appladitm FBC 2(04 PantitTyitic PailletWerike OMR II o.aters Wavle T ItllAvY1 -5:01.)e3 7 8 c &hi -51fvorit Tonanitionalos Dante p—(I -G® - ?o? Job esCabala Stowable $ City Wont Stoma 9 Is Bulking Hidagicalyttersignaleat c,s Contrisarebiblikeas (577 La 6 YES itame_Po --74/t)13 Candy Wane Dean NO xr L ly ste. VAIN, catelfork 'anneal/omit Tile of Man Describe Worit 0 MSS= DAttoasee 0 wig ➢� -t-�t IZ�Jy C +3 t palms, "` Submittal Feo$ Penult Fen$ yi Scanning $ IN Wart T Fan $ '$ Coln $ Total Fee Due S (Continued on appellate skin) 63 -00 Sbantenal Technelogy Fee $ Zoning CondS Bowfin Companies Name (il apps) BontengrAintpanfs , Lenders. Name fd applicable) tioditaoo Landers Address Cly Andleation Is hereby inada to obtain a penal to do entoseit aad I cadifyljial nowok or Installationhas coionsannd prita to evalssitance osaa penile and &anemic odi be pawned to metes standsedsold er thin taisdidloo. 1 elate wan& pont =atba sowed for E1EC -WORK. StaNS,WE S,P00 . Fib. MEM HEATERS, TARIM and AI mO . ETC _.. cONNErs AFFIDAVIT: .taaIy end Mao keeping irdonnation b aceurale aadtindan leo*eaba rin ,. taws regulsem constniction and . miNARNIRR TO OWNIRt YOUR MARE TO RECORD A NORM OF ConsEwistdair ISSILTINYOUR plem irwaCE Fortimpammens TOYOUR PROPallY. IF YOU INTEND 10 OBTAIN FINANORIO, CORSIOXIMIN afdUR LERWReet RH ATIORNEi"BEFORRIMORDIROYOURNORCEOF coSaliestiair.- Noise a AppretakAn ac i to thisissuance eta RR* Wads pampa +an► aaa s mutt w logoodaddi eat a copy °f acisztott and consbuoVon toietioidwatailletiolvead Whops= whom properly is A , acedilied tp the d nave of asR a lstlib Why jab valorem inspedfida which caws seven p7 days OterthstakEngpsmetsissued lo titer dap= arsaoipaaladse m insiisidiansignotbo emoted **nationals s di In Rio t, i sng before aoetb /S4 te Hof pec .20..,by our e0-eokyst 4®r.9e.-5 day al - ) .20Abi. 4 .E (4.S V e 44 ^7R'• who . , lee erw erodes produced Who pessonally to t°ineorb= rsochand anibliattioalon and atiodidtaire ani . iderdittarsid sad olio did take saw& ,a�1pPY Ptie.. H MY COMMISSION 4 DD 894714 EXPIRES: September 11, 2013 Bonded Thru Notary Public Underwriters APPUCATION APPROVED ( : 9i /t7/ Pattie Wats Mau or his &tailpipe. 1 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 379 NE 94 Street Miami Shores, FL 1132060136130 Block: Lot: WILLIAM JONES Owner Information Address Phone Cell WILLIAM JONES 379 NE 94 Street MIAMI SHORES FL 33138 -2842 1 Contractor(s) Phone Cell Phone TECO PEOPLES GAS SYSTEM (305)957 -3857 (305)970 -1783 Valuation: Total Sq Feet: $ 900.00 251 1 Type of Work: GAS SERVICE Type of Piping: GAS Additional Info: Bond Retum : Classification: Residential Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.25 $2.25 $0.20 5150.00 56.00 $0.80 $162.10 Pay Date Pay Type Amt Paid Amt Due Invoice # PL -11 -10 -39505 11/24/2010 Check #: 7944 $ 50.00 $ 112.10 12/02/2010 Check #: 7954 $ 112.10 $ 0.00 Available Inspections: Inspection Type: Final Press Test 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 responsibilft for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MENICAL, 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 zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 02, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 02, 2010 1 pi2gMKg AI NOV 2 4 2010 Miami shores Village mr. Public Works Department 10050 N.E. 2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Public Works Permit Application FBC 2004 Penult Type: Public works WATER / Owners Name (Fee Shnple Ttiief� der) �• //• �+•r� ,c,(� /!•`s Phone S: 365 G 7 7? owrrers address 3 77 .v e- 9.4rrl/AZFt7- city ✓fil o rn� ..:P6joinr-3 sue; . / zip .73,33 TenanfLessee Name Phone t pernompLio—Wri Job Addmss (wide the work la belrig done) 379 A45" 9ynoe 4/ City Miami Shores Village County lingual Dade Is Buildhrg Hwy Designated: YES NO Conlractes Company Name "r&e-e) paoP ms -S Contractors Address / S ?? 9 west-- .17/ k i c //ors 7' ' a' • act City Zip ,43/ 38 phews 36r f 7d / 3 73 Architect/Engineer's Name (if applicable) / '�C� J D L O/ 3 $ Value of Work For lids Permit e 0 u w.' Zip 33 /re c_ Phone e: .as- 970 e 373 Lineal. Footage Of Work: Type of Work: Addition Q Alteration r ❑ New ❑ Repair/R, oa ❑ Demolition Describe Work: x/70' C4 _ .�%t/ / �`/� /4swe 'G 3 .Srllv`ev kthae- /c! +may //Il mower ............... I . Fees Fee $ 50 • CO ?A& Pemdt Fee $ // 50 GCF $ Notary $ TraintnglEducation Fee $ 666 Scanning $ Radon $ Code Enforcement $ Structural Pian Review $ Technology Fee $ Zoning Bond $ Total Fee Now Due $ (Continued an opposite side) Bonding Company% Name (if applicable) Bonding.Cdrppanyrs Address N/A City State zi • Mortgage Lender's Name ('d applicable) NIA Mortgage Lenders Address City State Applcatton is hereby made to obtain a pent* to do the work and installations as Indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and died work will be performed to meet the standards of all laws regulating c onsituctlon in this jurisdiction. I understand that a separate pent* must be segued 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 kn. compliance with all applicable laws regulating c onatructlon 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 Appifi ent As a condition to this Issuance ofa Public Works permit with an estimated value exceeding $2560, the applicanttmust pmmise fn good faith that a copy of the notice of commencement and consbucllon lien law brochure wwfgbe' red to the person whose properlyls submit to attachment Also, a certified copyof the recorded notice of�nrt must be p�d at the job Me tia^f/ a first InspectiOn which occurs seven (7) days after the building penult IS issued /n the absence of such posted notice, the InsPeCifon will not be approved and a reinspecion fee will be charged Signature Owner or Agent Signature d i Contractor The foregoing Instrument was acknowledged nowledged before me this a The foregoing instrument was acknowledged before me this day of #01/ by • day of ! U , 20/(/ ' �v by who is personally known to me or who has produced . Who is personally know to me or has produced . NO as identification an Y PUBLIC: My Commissi MY COMMISSION # DD83009I • EXPIRES: November 29, 2012 1,8003 - NOTARY FI. Notary Discount Assoc. Co. ath. as ide tic. " -I) .rte/ • — did take an oath. My APPLICATION APPROVED BY: 11/17/2005 I4/ L. MITCHELL S SSION #D1:1830091 ,0 : /*weather 29, 2012 1.8003 -NOTE �a use. � .. vv Vr Public Works Director or his designee. ROAEND D WORK 50 Buffer Space See robie 250_, C Device Spacing -Taper ee Table 1 DISTANT Speed (mph) 40 or less 45 BETWEEN SIGNS Spacing (ft.) A B C 0 200 200 200 100 50 55 or greater 350 500 2640 J50 500 1640 350 500 1000 175 250 500 s The ROAD WORK 1 MILE sign may be used os on alternate to the ROAD WORK AHEAD sign. sx 500'beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. x x x BE PREPARED Ta STOP sign may be omitted for speeds of 45 MPH or less. SYMBOLS ® Work Area v Sign With 18" x 18" (Min.) Orange Flog And Type B Light 0 Chonnelizing Device (See Index No. 6001 ft Work Zone Sign Flogger Automated Flogger Assistance Devices (AFADI, With Gate icy Lane Identification + Direction of Traffic TABLE I DEVICE SPACING Speed (m h) P Max. Distance Between Devices (ft.) Cones or Tubulor Markers Type I or Type 1! Qpr,Icades or Vertical Panels or Drums Taper Tangent) Taper Tangent 25 to 45 20 50 20 50 50 to 70 20 50 1 20 100 GENERAL 1. Work operations shot Ibe confined to one traffic lane, leaving the opposite lane open to traffic. 2. Additional one-way control may be effected by the following means: (11 Flag- carrying vehicle; (2) Official vehicle; (31 not vehicles; (41 Traffic signals. When floggers ore the sole means of one -way control, the floggers shot Ibe in sight of each other or in direct communication at oll times. 3. The ONE -LANE ROAD signs are to be fully covered and the FLACGER signs either removed or fully covered when 170 001k is being performed and the highway is open to two -way traffic. 4. When a side rood intersects the highway within the TTC zone, additional TTC devices shallbe placed in accordance with other applicable TCZ Indexes. END ROAD WORK NOTES 5. The two channelizing devices directly in front of the work area and the one channelizing device directly at the end of the work area may be omitted provides vehicles in the work area hove high - intensity rotating, flashing, oscalloting, or strobe lights operating. 6. For general TCZ requirements and odditionolinformation, refer to Index No. 600. DURATION NOTES 1. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if all of the following conditions are mot o) Work operations are 60 minutes or less. bl Speed limit is 45 mph or less. al No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space. d1 Vehicles in the work area hove high - intensity, rotating, flushing, oscdloting, or strobe lights operating. 01 Volume and complexity of the roadway has been considered. BUFFER SPACE Speed (mph) 25 30 35 .0 45 50 55 Dist. (ft.) 155 200 250 305 360 425 495 60 570 65 645 70 730 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shdl be used, but not less than 200 ft. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF TRAVEL WAY. 319 /VC ?6' 7' J; /x 2010Foonesign Stendards t� TWO-LANE TWO -WAY, WORK WITHIN THE TRAVEL WAY Shoot No. 07/01/09 1 of 2 603 Services sedation ‘,0:171PAY f.Writt: Ft. Lauderdale, FL Location I I. ilI Beim alhiE This is to affirm that ID #37 Mr. Steven Mitchell has satisfactorily completed the Florida Adva eed Work Zone Traffic Control Refresher Course Date Completed:9/10/2009 Status:Passed Final Location:Ft. Lauderdale, FL Instructor:ma. Catherine G. Win Date Refresher Course Required:9/10/2013 71-(- training Oroducts Dept. Directtr Executive Director ,:::6G ts 44.04-9, u-rmo IN J,SA V�- VEGA JESl7S � ��C Trades Board BUSINESS CERTIFICATE OF COMPETENCY E1 608 PEOPLES GAS SYSTEM INC D.B.A.: J,. Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 0913012011 QUALIFYING TRADE(S) 0014 FUEL TRANS & DISTRI ACORD,11 CERTIFICATE OF INSURANCE I Q;o PRODUCER MCGRIFF, SEIBELS & WILLIAMS, INC. O. Box 10265 rmingham, AL 35202 800-476-2211 This certificate is issued as a matter of information only and confers no rights upon the Cfeorde�atey older. This below. does not amend, extend or alter the COMPANIES AFFORDING COVERAGE Company Associated Electric & Gas Ins. Svcs. INSURED Peoples Gas System TECO Energy, Inc. P.O. Box 111 Tampa, FL 33601 Company B • Company C . Company Company - E This is to certify that the policies of insurance described herein have been issued to the Insured named herein for the policy period indicated. Notwithstanding any requirement, term or condition of contract or other document with respect to which this certificate ate may be issued or may pertain, the insurance afforded by the policies described herein Is subject to all the terms, conditions and exclusions of such policies. Limits shown may have been reduced by paid claims. CO LT TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EXPIRATION LIMITS OF LIABIUTY A GENERAL LIABILITY ❑ commercial General Liability . ).1 Claims Made ❑ Occurrence ❑ Owners' and Contractors' Protection ❑ ❑ General Agee Limit per: ❑ policy L I project LJ Location X0521A1A10 Self- Insured Retention $1,000,000 07/01/2010 07/01/2011 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE $ MEDICAL EXPENSE $ PERS. AND ADVERTISING INJURY $ GENERAL AGGREGATE $ 1,000,000 PRODUCTS AND COMP. OPER. AGG. $ A AUTOMOBILE LIABILITY ❑ Any Automobile ❑ All Owned Automobiles X0521A1A10 Self- Insured Retention $250,000 07/01/2010 07/01/2011 COMBINED SINGLE UMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY IN URY (Per accident) $ ❑ scheduled Automobiles ❑ Hired Automobiles PROPERTY DAMAGE (Per accident) $ ❑ Non -owned Automobiles ❑ COMPREHENSIVE COLLISION WORKERS' COMPENSATION AND EMPLOYERS' UABIUTY WC Statutory Umitl 1 Other 1 1 EL EACH ACCIDENT $ EL DISEASE (Each employee) $ EL DISEASE (Policy Limit $ A EXCESS LIABIUTY ❑ Occurrence ►•i Claime Made X0521A1A10 07/01/2010 07/01/2011 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 A EXCESS WC Excess workers' Compensation C0521A1A10 07/01/2010 07/01 /2011 Each Accident or Each $ Employee for Disease $ 1,000,000 $ $ $ Excess Liability policy provides insurance in excess of Peoples Gas System's Self- Insured Retention as stated above. CERTIFICATE HOLDER City of Miami Shores D050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Authorized Representative �t Y r '' ° ° gage 1 of 1 Certificate ID a TRMMEWYD NOTES CONSTRUCTION 1. LOCATE AND PROTECT ALL UTILITIES IN AREA OF CONSTRUCTION. SUNSHINE # 1 -800- 432 -4770 2. RESTORE ALL AREAS TO PRIOR CONDITIONS 3. ALL CONSTRUCTION TO FOLLOW JURISDICTIONAL GOVERNMENT AND TPG STANDARDS. PER COFTL 4. NO FM 5. NO WM, AIR PROFILES. 6. NO DRAINAGE. NO APPLICATIONS SUBMITTED FOR: 6. DEWATERING ( ABOVE W TABLE). 7. TRAFFIC STRIPS OR LOOPS. LEGEND R/W RIGHT OF WAY P/L PROPERTY LINE T/T TAPPING TEE EFV EXCESS FLOW VALVE SVC SERVICE LINE SP STEEL PLASTIC COAT SAW CUT & APPLY PE P0LYETHELENE TACK COAT TO ALL SURFACES AND EDGES EXIST. ROAD PAVEMENT EXIST. BASE T.T/T.F /E.F/E.M0 GAS MAIN PROP BORE 3/4" PLASTIC GAS SER ICE FROM EXISTING 2 "CS GAS MAIN TO RISER LOCATION O 379 N.E. 94TH STREET MIAMI SHORES WORKING IN ALLERWAY IN REAR OF HOUSE RESTORE ASPHALT ACCORDING TO CITY SPECS 4' X 4' PATCH IN ALLEYWAY 4' TOP 505. SELECT NATIVE MATERIAL ASPHALTIC CONCRETE AS REQUIRED BY SPECIFICATIONS THICKNESS TO MATCH EXISTING. MILLING, ASPHALTIC CONCRETE RESURFACING AS REQUIRED BY SPECIFICATIONS. RESTORE ROAD BED TWO TIMES ORIGINAL THICKNESS 18" MAX. AND 12' MIN. PLACED IN 6° LAYERS AND COMPACTED TO 982 OF MAXIMUM DENSITY PER AASHTO T -180 TRENCH BACKFILLED IN 6° COMPACTED LIFTS TO 98% OF MAXIMUM DENSITY PER AASNTO PIPED. T -180, SOD SURFACE RESTORATION IN R/W ABOVE THE PIPE ZONE REMOVE OLD ASPHALT SURFACE EXIST. ROAD PAVEMENT EXIST. BASE METALLIC WARNING TAPE (SEE NOTE 1) SAW CUT & APPLY TACK COAT TO ALL SURFACES AND EDGES GRANULAR BACKFILL COMPACTED IN 6" UFTS APPROVED BEDDING MATERIAL UP TO SPRING -LINE OF PIPE RIGHT OF WAY TRENCH REPAIR, MILLING, AND OVERLAY LVQIE2: 11e6' PARKING 1.METALUC WARNING TAPES SHALL BE T'8° RESIDENTIAL STREETS INSTALLED 24° BELOW FINISH GRADE ABOVE MAIN. T.10° MAJOR STREETS (4 LANE) (SEE SPECIFICATION 2320 SECTION 3.6 FOR MARKING TYPE) T.12° MAJOR STREETS (6 LANE) 2.UNLESS OTHERWISE SPECIFIED SELECTED MATERIAL SHALL BE FREE OF STONES LARGER THAN 3/8" DIA. 2T'18" MAX. 12' MIN. 3.REPLACE ALL LANE MARKINGS AND REFLECTIVE MARKERS. TYPICAL TRENCH AND PAVEMENT RESTORATION FOR TRANSVERSE CROSSING REAR HOUSE FRONT HOUSE 379 N.E.94TH STREET MIAMI SHORES N.E.94TH STREET PEOPLES OAS TECO / PEOPLES GAS - N. MIAMI OPERATIONS 379 NE94TH STREET MIAMI SHORE WORKING IN ALLEY WAY PROPOSED 3/4" P.E. GAS SERVICE SU1A J SCALE: 1" = 50' I DATE 11/16/10 I SHEET 1 of 1 Map Display •• 4 % 2} _ y ©.» �. >/\ NOTES CONSTRUCTION 1. LOCATE AND PROTECT ALL UTILITIES IN AREA OF CONSTRUCTION. SUNSHINE # 1 - 800 - 432 -4770 2. RESTORE ALL AREAS TO PRIOR CONDITIONS 3. ALL CONSTRUCTION TO FOLLOW JURISDICTIONAL GOVERNMENT AND TPG STANDARDS. PER COFTL 4. NO FM 5. NO WM, AIR PROFILES. 6. NO DRAINAGE. NO APPLICATIONS SUBMITTED FOR: 6. DEWATERING ( ABOVE W TABLE). 7. TRAFFIC STRIPS OR LOOPS. LEGEND R/W RIGHT OF WAY P/L PROPERTY LINE T/T TAPPING TEE EFV EXCESS FLOW VALVE SVC SERVICE LINE SP STEEL PLASTIC COAT SAW CUT & APPLY PE POLYETHELENE TACK COAT TO ALL SURFACES AND EDGES '1 EXIST. ROAD PAVEMENT EXIST. BASE RESTORE ROAD GEO TWO TIMES ORIGINAL THICKNESS 18" MAX. AND 12° MIN. PLACED IN 6° LAYERS AND COMPACTED TO 985 OF MAXIMUM DENSITY PER AMSHTO T -180 T.T/T.F/E.F /E.MO GAS MAIN PROP BORE 3/4" PLASTIC GAS SERVICE FROM EXISTING 2 "CS GAS MAN TO RISER LOCATION O 379 N.E. 94TH STREET MIAMI SHORES WORKING IN ALLERWAY IN REAR OF HOUSE PROPOSED RISER METER SET LOCATION 4° TOP SOIL SELECT NATIVE MATERIAL ASPHALTIC CONCRETE AS REQUIRED BY SPECIFICATIONS THICKNESS TO MATCH EXISTING. MIWNG. ASPHALTIC CONCRETE RESURFACING /AS ERQCRIEGD Y SOD • SURFACE RESTORATION IN R/W ABOVE THE PIPE ZONE REMOVE OLD ASPHALT SURFACE // EXIST. ROAD PAVEMENT TRENCH BACKFILLED IN 6° COMPACTED UFTS TO 985 OF MAXIMUM DENSITY PER AASHTO T- 9 80J NOTES: METALLIC WARNING TAPE (SEE NOTE 1) SAW CUT & APPLY TACK COAT TO ALL SURFACES AND EDGES GRANULAR BACKF1LL COMPACTED IN 6' LIFTS PIPE -J4 . APPROVED BEDDING MATERIAL UP TO SPRING -UNE OF PIPE RIGHT OF WAY TRENCH REPAIR, MIWNG, AND OVERLAY T =6° PARKING (.METALLIC WARNING TAPES SHALL BE T»8° RESIDENTIAL STREETS INSTALLED 24° BELOW FINISH GRADE ABOVE MAIN_ T =10° MAJOR STREETS (4 LANE) (SEE SPECIFICATION 2320 SECTION 3.6 FOR MARKING TYTE) 42° MAJOR STRtAIS (6 LANE) 2.UNLESS OTHERWISE SSIIEIFl•DS�LE•TEC• MATLIt1Al. SHALL BE FREE OF•SPONES L.4�EI�LF '! �/B�D� L5_ 121 =18° MAX. 12° MIN. 3.REPLACE ALL LANE RIARKINGS D C �AR1� • • • • • • • • • •• ••• •• • • • •• TYPICAL TRENCH AND PAVEMENT RESTORATI9 FO�Z TI41ISV�Q$E.•. • • • C;I�OSIIKG •• • • • • • • • • • • • • • •• • ••• •• •• • • • • • ••• • • • • • • • • • • • • • • • • • •• •• ••• • • • • •• ••• •• • • • ••• • • • • • • • • • • • • • • • •• •• ••• • • RESTORE ASPHALT ACCORDING TO CITY SPECS 4' X 4' PATCH IN ALLEYWAY E.O.P GAS - GAS _- -- SOD REAR HOUSE FRONT HOUSE 379 N.E.94TH STREET I MIAMI SHORES EXISTING 2 "CS GAS MAIN I �� D GE '/ ALL FEDERAL SU9.IECT TO RULES AND REGULATIONS STATE AND COUNTY N.E.94TH STREET •• • • • • • ••• •• • • • • -• • • • • • • • • ••• • • • • • • • At *_q•, -• • • • t-; i. , • • • • ••• • • • •• • • ••• • • • • • • • • • •• •• • • -4.•• ••• • •,:• • I' • • • • • • • • • • • • • •• •• • PLpars gas • TECO / PEOPLES GAS - N. MIAMI OPERATIONS 8�® NE94TH STREET MIAMI SHORE WORKING IN ALLEY WAY • PROPOSED 3/4" P.E. GAS SERVICE SA 1 SCALE: 1' = 50' I DATE 11/16/10 I SHEET 1 of 1