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PW-13-2870Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972— t5 Inspection Number: INSP-205082 Permit Number: PW -12-13-2870 Scheduled Inspection Date: August 27, 2014 Permit Type: Public Works Inspector: Diaz, Osvaldo Inspection Type: Final Owner: CHEF-AWAI, CAMILLE Work Classification: Public Works Job Address: 1370 NE 103 Street Miami Shores, FL Phone Number (305)710-3331 Parcel Number 1132050300080 Project: <NONE> Contractor: TECO PEOPLES GAS SYSTEM Phone: (305)957-3857 Building Department Comments INSTALL GAS SERVICE LINE INSPECTOR COMMENTS False nspector Comments Passed EY "�- 0 ) It Failed ?V Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 26, 2014 For Inspections please call: (305)762-4949 Page 1 of 14 A Miami Shores Villa Public Works Departr 100W N.E. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Farr (305) 756.8972 Public Works Permit Application FBC 2004 Perm Tres: Pathic Waft WATM ^ +_ Ormers Name (Fes Simple T11 ) _ A 1 2 /`'1 @ a�6! 6 "PhNw #. owwsAddresa I37V n!G (03 ST- .7 Zeis t Porna No 024 f vv f?, A� CR,, �A i a V,. r• state F L • zip 3 3! 3 TenanKmoseNetne Phona# 30� iF®� • J�. � . .Wb address (whore ns3 work is being dam) 1-570 Al 119 3 ST- CRY S%CRY K W W shares vise County fdfaad Dada zip 3 '3.1 3 d"° Is ming HMMID ay Designated: YES No . x Coninio rs Company Nam � � C Vt a -S Phone *. 9 S C37— 01K® ConInwWaaddress i8/ I lid 'at Ck Tri z . u de R d4 /.e State Fe-, zip 333 V!!7 Ards Name Of spp6oable)� 4.J`-"rC ®� Pirone s $ veWe of wok For ifda Permit . /-' d Ci Ci Umal. Foofge Of Wodc Type of Work: ❑ Adddfon FlAltaration/� New ❑Repair//RsPiaoe ❑ Der .N. Describe wok �'! S�� n7�^ S �� /L UJ •� F L� �N Feed Submittal Fee $ Pemdt Fee $ CCF $ Corce Notary: TraMhng/Educathm Fee $ Tecmmk gyr Fee $ Scanning $ Radon $ zoning Band $ Code F.nfor t $ Struch ral Plan Review $ Total Fee Now Due $ ' C (Continued on opposite side) Bonding Company's Name p(appombie) Bonding.Companys Address NIA City State Zrp P Mortgage Landers Name of applicable): ' NIA Mortgage Lender's Address city state zip Application Is hereby made to obtain a permit to do the work and Installations as indicated. I c amity ffmt no work or installation has corrinp iced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating conattyction in this jhulsdir:tiaon I understand that a separate permit must be secured for ELECTRICAL WORK, PUIMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.... OWNER'S AFFIDAVIT: I cer* that all the foregoing information is accurate and that all worts will be done In compliance with all applicable laws regulating consWdion and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C0I111MENCEMENT MAY RESULT IN YOUR PAYM TWICE FOR I MPROVEMEN7'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to AppUcafft As a condition to INs fssuarme of a Ptd* Wofks pemdt wlfh an estlrnated ha im exowmft $2WQ, Bre appl&wnt mum prromisre to good feta► tient a copy of Bra notice of conunefnement and carshrrcffbfr Rei► law broohwe wN be 00varad to go pefaw xdase pmperty is sub,W b a#whmefft Also, a owNed oopy of the recorded node otcomnwmnentnwst be posted at fhe join alae iiorBre AW inspection whth occurs seven (7) days after do buUm permit is issued In Bre absence of such potted nottca. Bre brspecillon wN not be approved and a rehopecl ion tee will be charged signature Owner or Agent signature Contractor The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20_, by day of • Z0-, by who is personally known to me or who has produced Who is personally know to me or has produced . as identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign.- Print: ign:Print: Print: NOTARY PUBLIC: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 11117/2005 Public Works Director or his designee. Bonding Companys Name 0japplir able) Bonding Co�panys Address City Mortgage Letnters Name (if applicable) Mortgage Lender's Address City State NIA NIA zip Application is hereby made to obtain a permit to do the work and installations as indicated. I ca ft that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the stwWaids of all laws regulating con*uckm 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 carfty that all the foregoing information Is acmirate 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 UNPRAVFJNENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINEi, COmaxT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condit n to Ibis issuance of a Public Wofks pemdt woh an estJ NW value exceeding $2800, ire applicant must to w*w in good MO prat a copy of ft rtodce a conwwwwrpenj and co ns"mdon !Tarr law bnx:hwe wff/ be delivered to ire prion whose property Is ad#ect tib altectmw t Also, a oer9ftd copy of the recorded notice of corwriarmament must be poled at ire fab sft for ft fral, Inspecdon which oomm seven (7) days after ire bui>dfirg permit is Issued. In the absence of arch poslod nodes. the hVeubh WN hart be approved and a reinspection fee will be charged. Signature Owner or Agent Signature 3�} . Contractor The foregoing Instrument was acknowledged Wore me this The foregoing hhstrranant was acloovirledged / before rune Ids day of . 20 , by day of , to 2t),t ba, Nr.<t c, t V�ACK -4z who Is pMemha(ly known tome or who has Produced 1jVt�isp,=�,a��rto rrre or has pivdrrow! as Ideniftation and who did ice an oath. NOTARY PUBLIC: Sign: _ .. Print My Cornmisaion Expires: APPLICATION APPROVED BY. - 11/17/2005 as klenfificaflon and who did take an My Contmisslon Expires: Public Works Director or his designee. CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY E1608 PEOPLES CCAS SYSTEM i D.B.A.: rJ J, VEGA JESUS Is certified under the provision p( 10 of Mieni.Deft, North Miami Contractor I© Number: 160800000 Town of Bay Harbor Island Contractor Id Number: CONT -0613-2004-05 QUALIFYING TRADE(S) 0014 FUEL TRANS & DISTRI EMrbs DarWr P.E.- St—tary of ttw Boaru www,m—daft goviauilainq H a� CERTIFICATE OF LIABILITY INSURANCE DAM 21/2013m THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPONTHE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: ff the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER MCGRIFF, SEIBELS & WILLIAMS, INC. P.O. Box 10265 Birmingham, AL 35202 CONTACT NAME: PHONE 800-47&2211 FAX ac No Ext • Arc No): ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC $ INSURER A Zurich American Insurance Company 16535 XL5129402P Self -Insured Retention $1,000.000 INSURED Peoples Gas System TECO Energy, Inc. INSURER B Associated Electric & Gas Ins. SVCS. INSURER C :LM Insurance Corporation 33600 INSURER D : 702 North Franklin Street Tampa, FL 33602 X CLAIMS -MADE D OCCUR INSURER E : INSURER F cnvGoer_Gs CERTIFICATE NUMBERRNBLH82KL REVISIUN NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF M/DD POLICY EXP MID LIMITS B GENERAL LWBILrIY X COMMERCIAL GENERAL LIABILITY XL5129402P Self -Insured Retention $1,000.000 07/01/2013 07/01/2014 EACH OCCURRENCE $ 11000,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ X CLAIMS -MADE D OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 11000,000 GEM AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ POLICY I —1PRO LOC B Al1TOMOBiLE LIABILfIY XL5129402P Self -Insured Retention 07/01/2013 07/01/2014 COMBINED SINGLE LIMIT Ea accident 1,0001000 BODILY INJURY (Per person) $ X AN AUTO $250,000 ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED 1HIRED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident B UMBRELLA LIA1OCCUR Hx XL5129402P 07/01/2013 07/01/2014 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 X EXCESS LIAR CLAIMS -MADE DED I I RETENTION$ $ I I A B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTNE OFFICEWMEMBER EXCLUDED9 (Mandatory In NII) NIA Excess Workers' Comppeensation: EWS9318597-02 (Ste cry Limit is excess of $35,000,000 insured by LM Insurance Corporation) Employer's Liability: XL5129402P 07/01/2013 07/01/2014 X WC STATU- I OTH- TORY LIMITS FR E.L. EACH ACCIDENT $ 11000,000 E.L. DISEASE- EA EMPLOYEE $ 11000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 C Excess Workers' Compensation EW5-84N-004918-123 07/01/2013 07/01/2014 Each Accident or Each ' Employee for Disease $ 35,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) Excess Liability policy provides Insurance In excess of Peoples Gas System's Self -Insured Retention as stated above. CERTIFICATE HOLDER CANCFI I ATIAN Page 1 of 1 ©198&2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Miami Shores AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave Miami Shores, FL 33138 n .�Y.wJ• Page 1 of 1 ©198&2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD • M �..i END jr ROAD WORK Buffer Space ) ` � See Table V • Work A WORK ONE LM ROAD DISTANCE BETWEEN SIGNS SpeedSpacing (mph) (ft.) A B C D 40 or less 200 200 200 100 45 I 350 350 350 775 SOI Soo I Soo I Soo aso 55 or greater 126401 76401 1000 I500 The ROAD WORK 1 MILE sign may be used as an alternate to the ROAD WORK AHEAD sign. �^ 500 beyond the ROAD WORK AHEAD sign or midway between signs whichever Is less. '•* BE PREPARED TO STOP sign may be omitted for speeds of 45 MPH or less. SYMBOLS ® Work Area Sign With 18" x 18' (Min.) V Orange Flag And Type B Light ■ Channelizing Device (See Index No. 600) D Work Zone Sign Flagger Automated Flogger Assistance Devices tII (AFAD). With Gate = J Lane Identification + Direction of Traffic D See Table I Device Spacing -Taper See Table 1 TABLE 1 DEVICE SPACING Max. Distance Between Devices (ft.) Speed Cones or Type 1 or Type Il (mph) Tubular Markers Barricades or Vertical Panels or Drums Taper I Tangent Taper I Tangent 25 to 45 2050 20 50 50 to 70 20 50 20 100 GENERAL NOTES 1. Work operations shall be confined to one traffic lane, leaving the opposite lane open to traffic. 2. Additional one-way control may be effected by the following means. 1. Flag -carrying vehicle; 2. Official vehicle; 3. Pilot vehicles; 4. Traffic signals. When flaggers are the sole means of one-way control, the flaggers shall be in sight of each other or in direct communication at all times. 3. The ONE -LANE ROAD signs are to be fully covered and the FLAGGER signs either removed or fully covered when no work is being performed and the highway is open to two-way traffic. 4. When a side road Intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. S. The two chanrtellzing devices directly in front of the work area and the one channeilzing device 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. 6. For general TCZ requirements and additional Information, refer to Index No. 600. FDOT DESIGN STANDARDS ift FY 2012/2013 -, LlJ Nf 50 425 [� DU4AT1 N TE, U Z 55 495 1. ROAD WORK Af7EAD and th BE kAE ARE03- STOI�si rts rdAp W < nJ 60 570 En be omitted if a(fot the fa lowln�c dl[i re "� \ 65 645 a. Work oper 60 minuted r le 4 70 730 b. Speed limit is 45 mph ore . 1' fri - )— c. No sight obstructions to vehicles approach aFea 1) When Buffer Space cannot for a distance equal to the buffer space. be attained due to geometric d. Vehicles in the work area have high -Intensity, rotating, constraints, the greatest flashing, oscillating, or strobe lights operating. attainable length shall be e. Volume and complexity of the roadway has been considered. used, but not less than 200 ft. TWO-LANE, TWO -WAS', WORD W1T1H1[N THE TRAVEL WAY CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 1 OUTSIDE THE EDGE OF TRAVEL WAY. INDEX I SHEET NO. NO. 603 1 END C ROAD WORK ? tII V- aLll T' + E co W ;BUFFER SPACE U (i " Speed Dist. ®1 (mph) (ft.) N 25 155 30 200 35 250 40 305 1' r J ..) ( Ly f__ n O ., 45 360 -, LlJ Nf 50 425 [� DU4AT1 N TE, U Z 55 495 1. ROAD WORK Af7EAD and th BE kAE ARE03- STOI�si rts rdAp W < nJ 60 570 En be omitted if a(fot the fa lowln�c dl[i re "� \ 65 645 a. Work oper 60 minuted r le 4 70 730 b. Speed limit is 45 mph ore . 1' fri - )— c. No sight obstructions to vehicles approach aFea 1) When Buffer Space cannot for a distance equal to the buffer space. be attained due to geometric d. Vehicles in the work area have high -Intensity, rotating, constraints, the greatest flashing, oscillating, or strobe lights operating. attainable length shall be e. Volume and complexity of the roadway has been considered. used, but not less than 200 ft. TWO-LANE, TWO -WAS', WORD W1T1H1[N THE TRAVEL WAY CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 1 OUTSIDE THE EDGE OF TRAVEL WAY. INDEX I SHEET NO. NO. 603 1 q5 ' G i R a LAST 2 REVIS/ON N 07/01/09 SYMBOLS ® Work Area 9� Sign With 18' x 18' (Nin.) v Orange Flag And Type B Light ■ Channelizing Device (See Index No. 600) [p Work Zone Sign Flagger Automated Flagger Assistance Devices (AFAR), With Gate . Lane Identification + Direction of Traffic DESCRIPTION. n r way comrw may ae errec<eo oy me rorrawrng mean>. 1. Flag -carrying vehicle; 2. Official vehicle; 3. Pilot vehicles; 4. Traffic signals. When flaggers are the sole means of one-way control, the flaggers shall be In sight of each other or in direct communication at all times. 3. The ONE -LANE ROAD signs are to be fully covered and the FLAGGER signs either removed or fully covered when no work is being performed and the highway is open to two-way traffic. 4. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. S. 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 provided vehicles in the work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. 6. For general TCZ requirements and additional information, refer to Index No. 600. FDOT DESIGN STANDARDS FY 2012/2013 wren «wn c. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space. d. Vehicles in the work area have high-intensity, rotating, flashing, osculating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. TWO-LANE, TWO-WAY, WOES W7[ 1N THE TRAVEL WAY When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall 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 Z OUTSIDE THE EDGE OF TRAVEL WAY. INDEX SHEET NO. NO. 603 1 PROFILE CROSSING NE. 103 ST. ` 3' Vill 'I 6 - co GAS MAIN SOD RESTORATION DETAIL SCALE NOT TO SCALE suwmz (NEW MATERLAQ SCALE: (V) 1:5' (H) NTS. Flu,. LAW SWAM nEaLAmm+r CM MDTH RESTORATION UTILITY OF Y CROSSING T 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. GENERAL NOTES 1. REPLACE BASE MATERIAL OVER DITCH SHALL BE TNACE THE THICKNESS OF THE BASE, MIN. 8' AND MAX 18" 2. BASE MATERIAL SHALL BE PLACE IN 8' MAX (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 88% 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% (807. FOR LOCAL STREETS) 8. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES LEGEND f CENTER UNE M MONUMENT UNE R/W RIGHT OF WAY P/L PROPERTY UNE 8 EDGE OF BUILDING 8 TAPPING TEE 3 50' 3 EXCESS FLOW VALVE SVC a EX. GRD. a O f W 4 4 'IpRop. 3 4PLAsnc / GAS SVQ TO HE ' 36" MIN, DIRECTIONAL BORED SS.O 0 ,ia 0 . 2"CS. GAS MAIN ' 1 1 —4 —4 PROFILE CROSSING NE. 103 ST. ` 3' Vill 'I 6 - co GAS MAIN SOD RESTORATION DETAIL SCALE NOT TO SCALE suwmz (NEW MATERLAQ SCALE: (V) 1:5' (H) NTS. Flu,. LAW SWAM nEaLAmm+r CM MDTH RESTORATION UTILITY OF Y CROSSING T 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. GENERAL NOTES 1. REPLACE BASE MATERIAL OVER DITCH SHALL BE TNACE THE THICKNESS OF THE BASE, MIN. 8' AND MAX 18" 2. BASE MATERIAL SHALL BE PLACE IN 8' MAX (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 88% 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% (807. FOR LOCAL STREETS) 8. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES LEGEND f CENTER UNE M MONUMENT UNE R/W RIGHT OF WAY P/L PROPERTY UNE E.O.P. EDGE OF BUILDING T. T. TAPPING TEE E.F.V. EXCESS FLOW VALVE SVC SERWCE UNE SA(TMW CUT asFl PD. DRML HOLE RIW #tt#af#i a+o#aH;ii► Baa#i#ai }aa*a#aa RARAPPRA Am lip ea#H►iao. aaaiaoa + a -411 TIE IN SVC TO GAS MAIN WITH T.T./E.F.V. '--PROP.RISER WITH %" ^ PLASTIC GAS SVC. TO BE DIRECTIONAL BORED Ig � 1 V. I 1 1 1 1 f I I 1 _ 1 41v OL! LOT 8 BLOCK 5 .. I 12' 31' 100-w(R$Wj WATERW ��� W Aj)prc.yved te_.�•'-- was = VUQ N WW W Rm d 9 V o 1 Ln W 3Z NO. OF SHMM sHM NO.: 1 Drawing File: \\browardfs\voll \USERS\PGMXC\Documents\RESIDENTIAL\2013\NE 103 ST. 1370 MIAMI SHORES, FL\1370 NE 103 ST, MIAMI SHORES FL.dwg 12/16/2013 PROFILE CROSSING NE. 103 ST. }3' ----1 /, / 6" a t0 M VGAS MAIN 0 SOD RESTORATION DETAIL SCALE; NOT TO SCALE I SCALE: (V) 1:5' (H) NTS. RESTORATION OF ROAD CUT FOR UTILITY CROSSING ALL EXISTING UTIUTIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. GENERAL NOTES LEGEND 1. REPLACE BASE MATERIAL OVER DITCH SHALL BE TWICE THE CENTER UNE THICKNESS OF THE BASE, MIN. B' AND MAX. 18- C<I MONUMENT LINE 2. BASE MATERIAL MALL BE PLACE IN 6- MAX. (LOOSE MEASUREMENT) 8 8 R/W 3 50' 3 MAX. DENSITY PER AASHTO T-180 P EX. GRD. 0- 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE E.O.P. I W MATERIAL S BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE T, T. TAPPING TEE 4 E.F.V. 1PROP. 314- PLASTICGAS SVC TO BE 6. CONTRACTOR SHALL SOFT 010 TO VERIFY LOCATION OF EXISTING UTILITIES SVC I ' 36" MIN. DIRECTIONAL BORED ,Ss. ' . 2'CS. GAS MAIN ' I I -4 -4 PROFILE CROSSING NE. 103 ST. }3' ----1 /, / 6" a t0 M VGAS MAIN 0 SOD RESTORATION DETAIL SCALE; NOT TO SCALE I SCALE: (V) 1:5' (H) NTS. RESTORATION OF ROAD CUT FOR UTILITY CROSSING ALL EXISTING UTIUTIES SHOWN ON THESE PLANS ARE TO BE CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS. GENERAL NOTES LEGEND 1. REPLACE BASE MATERIAL OVER DITCH SHALL BE TWICE THE CENTER UNE THICKNESS OF THE BASE, MIN. B' AND MAX. 18- C<I MONUMENT LINE 2. BASE MATERIAL MALL BE PLACE IN 6- MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 88% OF R/W RIGHT OF WAY MAX. DENSITY PER AASHTO T-180 P PROPERTY LINE 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE E.O.P. EDGE OF BUILDING MATERIAL S BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE T, T. TAPPING TEE CONTENT OF 70% (60% FOR LOCAL STREETS) E.F.V. EXCESS FLOW VALVE 6. CONTRACTOR SHALL SOFT 010 TO VERIFY LOCATION OF EXISTING UTILITIES SVC SERVICE LINE -------------------------- ---------- rs�-,4 1*f*ariii*** * 4 ♦ilii$! �.. *i}9;*�; `,r,**#ft1�i*+r$#!*�f*i,*$+�s��.0..frr�w�4`+i� ! fi�F +ri#*fiv!*+b�•$l�+bii s. #f*�*+Flif#f4�i�fi`##f fbrl+if�*# t i**!4*�r*4#si#f9i +l�i*i"fi�`a Q. f s I !Y I {a I t BLOCKS+:M 0.3v CL 'asa•f4• s i lam$*• ,� !l$� I Tvm # 1379 17,7& GARAGE TIE IN SVC TO GAS MAIN `PROP.RISER WITH s/4" PLASTIC GAS SVC. TO BE DIRECTIONAL BORED FO. -r I, • J'iCOW. I;s 1 •Mr a,•S ROLE 12' 31' iil ,ii 4'i � n H co p co � I A N ci 0 OF 8)19 6T NO.: 1 Drawing I -Ile: \\Drowarats\volT\ustKb\F'LimAL;\uocuments\Kta►utN IIAL.\Zu1.3\Nt 1U.3 JI. 1.3/U MIAMI SHUKtS, FL\137U NE 103 ST, MIAMI SHORES FL.dwg 12/16/201; PROFILE CROSSING NE. 103 ST. I-- 3' - g 6" a M GAS MAIN O SOD RESTORATION DETAIL SCALE: NOT TO SCALE SURFACE (HEM YATEWAL)) SCALE: (V) 1:5' (H) NTS. ""Lm SAW CUT ASPHALT RESTORATION OF ROAD CUT FOR UTILITY CROSSING 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. 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 8' MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY PER AASHTO T-180 3. ASPHALT CONCRETE PAVEMENT ANTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL S. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE CONTENT OF 70% (80% FOR LOCAL STREETS) 8. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES LEGEND IF CENTER UNE 19 MONUMENT UNE R/W RIGHT OF WAY P/L PROPERTY LINE 8 EDGE OF BUILDING 8- TAPPING TEE 50' 3 EXCESS FLOW VALVE SVC EX. GRD. O- ' LJ 4 4 'OP. .3/4 PLASTIC QWAS Vr- TO BE 1 ' 36" MIN. DIRECTIONAL BORED i ss•0 I 0 I ^`as 0 ' 2 -CS. GAS MAIN , I I —4 —4 PROFILE CROSSING NE. 103 ST. I-- 3' - g 6" a M GAS MAIN O SOD RESTORATION DETAIL SCALE: NOT TO SCALE SURFACE (HEM YATEWAL)) SCALE: (V) 1:5' (H) NTS. ""Lm SAW CUT ASPHALT RESTORATION OF ROAD CUT FOR UTILITY CROSSING 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. 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 8' MAX. (LOOSE MEASUREMENT) LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF MAX. DENSITY PER AASHTO T-180 3. ASPHALT CONCRETE PAVEMENT ANTS SHALL BE MECHANICALLY SAWED 4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE MATERIAL S. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE CONTENT OF 70% (80% FOR LOCAL STREETS) 8. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES LEGEND IF CENTER UNE 19 MONUMENT UNE R/W RIGHT OF WAY P/L PROPERTY LINE EO.P. EDGE OF BUILDING T. T. TAPPING TEE E.F.N. EXCESS FLOW VALVE SVC SERVICE UNE --------------------------- ---------- 1 Vii!!!+►* 4!ldr44! dr!!!!!af• !d.lioi+b iili!!i �i3 i � A44dr$!i TIE IN SVC TO GAS MAIN WITH T.T./EF.V. ---PROP.RISER WITH 3/4" ^ PLASTIC GAS SVC. TO BE DIRECTIONAL BORED �_� 12' 31' al M) W a PLANS I I RMAftM 1 LOT 8 �'� BLOCK 5 N0. OF 881011M BHEET NO.: 1 Drawing File: \\browardfs\voll \USERS\PGMXC\Documents\RESIDENTIAL\2013\NE 103 ST. 1370 MIAMI SHORES, FL\1370 NE 103 ST, MIAMI SHORES FL.dwg 12/16/2013 REVISION 0710110! Device Spacing -Taper See Table 1 TABLE I DEVICE SPACING Max. Distance Between Devices (ft.) Type I or Type 11 an alternate to the ROAD WORK AHEAD sign. Speed Cones or Barricades or Vertical (mph) Tubular Markers Panels or Drums GENERAL NOTES Taper Tangent Taper Tangent 25 to 45 20 50 20 50 50 [0 70 20 50 2b 100 + The ROAD WORK I MILE sign may be used as an alternate to the ROAD WORK AHEAD sign. SOO beyond the ROAD WORK AHEAD sign or GENERAL NOTES midway between signs whichever is less. ) Work operations shall be confined to one traffic lane, leaving the opposite lane BE PREPARED TO STOP sign may be omitted open to traffic. for speeds of 45 MPH or less. 2. Additional one-way control may be effected by the following means: 1. Flag -carrying vehicle; 2. Official vehicle: 3. Pilot vehicles; 4. Traffic signals. SYMBOLS When flaggers are the sole means of one-way control, the flaggers shall be in ® Work Area sight of each other or in direct communication at all times. 3. The ONE -LANE ROAD signs are to be fully covered and the FLAGGER signs either Sign With 18° x Ur (Min.) removed or fully covered when no work is being performed and the highway is Orange Flag And Type B Light open to two-way traffic. ■ Channelizing Device (See Index No. 600) 4. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. [p Work Zone Sign S. The two channellzing devices directly in front of the work area and the one Flagger channelizing device directly at the end of the work area may be omitted provided Automated Flagger Assistance Devices vehicles in the work area have high-intensity rotating, flashing, oscillating, or (AFAR), With Gate strobe lights operating. b Lane Identification + Direction of Traffic 6. For general TCZ requirements and additional information, refer to Index No. 600. DESCRIPTION: DESIGN STANDARDS jAe—%jFD0T FY 2012/2013 DURATION NOTES 1. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted If all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less. c. No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space 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. TWO-LANE, TWO-WAY, WORE WITHIN THE TRAVEL WAY When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall 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 Z OUTSIDE THE EDGE OF TRAVEL WAY. INDEX SHEET NO. NO. 603 1 1