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18-20193
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20193 BUILDING PERMIT PERMIT INFORMATION LOCATION-INFORMATION Permit Number: 20193 Address: MIS SEE DES 5TH AVE GALL 7TH ST Permit Type: MISC ZEPHYRHILLS, FL. Class of Work: RIGHT-OF-WAY Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11262100101530000JO Improv. Cost: OWNER INFORMATION Date Issued: 8/30/2018 Name: TECO PEOPLE GAS Total Fees: Address: 8416 PALM RIVER RD Amount Paid: ��p� I II d TAMPA FL 33619 - Date Paid: T Phone: 813-275-3731 Work Desc: MIS SEE DESCRIPTION 5TH AVE GALL 7TH ST 11262100101530000JO-FEE WAIVED CONTRACTORS APPLICATION FEES Ins ections Required All- FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONS,UCT6kSIbKATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE-REQUIRED PROTECT CARD FROM WEATHER 8/ CITY OF'ZEPHYRHILLS-BUILDING DEPARTMENT: DATE: RIGIiT-OF WAY USE PERNIIT PERMIT - 3 No construction under ground or above ground of any facUity shall be accomplished on.any City Right,of Way without writtee approval from the : • City Banding Department:Any application ibr approval of`eonstructioa operations on any City owned Rights of Way shell furnisb`a detailed drawing: : . :showing the.complete scope.of the proposed work In triplicate.to.the office of the Building Official for approval prior to the commencement of any:work.'A- copy of this permit into be kept readily available it the site of the work at all times. . PARCEL.LD:# :1.1-26-21=0010-15300-00J0. . : CITY ROAD 5thAye.: DATE 8/16/18 LOCATION(Legal Description): Along north tight.of weyW 5th Ave.between Gali.Blvd.and 7th St:=Leg:Description:ZH MB 1.PG 54 STRIP OF LAND60 FT ACROSS RIW AT.5TH AVE .: Permission is hereby granted to of for the:construction and maintem ince of 46 Plastic Natural Gas Main along north riglit'of way of 5th Aver between Gail Blvd.&7th.St. subject to the followingeonditions:' 1. :The comstrucdou and maintenance.of such utility shall notinterferewith the property and rights of it-prior occupant. 1-All work shall be done in keeping with'tde'standards'of the City Streets Department"and under the supervision of the City Building Official,who win be.notifled At least one day prior:to commencement of construction; J. All materlab and equipmentsball be subject to inspection by the City-Building•OMcial: 4.•During construction all safety regulations of the Department of Transportation.shall W observed and the City shall be relieved of all. responsibility from damage of any nature arising from this permit.Subject to the same terms and conditions,the permit holder.may take such safety as meures,including placing and display'of caution'signs,as if may deem,necessaryin conduct of construction,and maintenance work_hereunder. It is the responsibility of the.permittee to???? 5.:All private and all.City.properlyy shall be restored.to its original cwndidon'as for as°practical ip the'opinion of the CityBuilding Official: 6. All.undergrouad'crossing insWistions shall be laid at such depth.as maybe specified by the CityBuiiding Official. 7; The sketch covering the details of this,lustallation shall be made a part of this permit.-Thispermit is granted with-the understanding.tMt the applicant has notified sU other utility users in the'ares covered by the permit and.takes full*responsibility for any damage-incurred by prior installations as a result othis.operations in.order that they may safe guard their interests. & It is expressly stipulated that ibis permit is:a license for permi�ive use only and'that the placing of facilities upon,public property pursuant to this permit Oall not operate to create or to vest any property right in said holder . . . . . . . . . 9..: Whenever the City decides to:fnrther'explolt the City Rights:of Way,any or all said poles;wires,pipes;cables,or:other facilities and.. appurtenances antborized hereunder,shall be,Immediately removed from said Rights of Way;or.reset or,relocated:thereon as.required.by.ihe City.d3uilding Official at•the expense of the holder of this permit: - 10.-The holder shall save and keep the City harmless from any and all damages,claims;or Injuries that mayoccur by reason of the:constroction, maintenance,and operation of said facility: 11:The holder shall,complete the requested work within days or this permit sbp11 become null'and. In the event the work requested is not completed upon•the.expirstion date of this permit,the City shaft:have the right to complete such work and to charge the holder of the permit . :for all costs Incurred-in completing said work . 12. The holder shall'post s cash or surety bond with the City.Manager in the sum of S dollars to.guarantee.perforniance of the obligations herein;and'to guarantee maintenance of the right-of-way described herein fora period of one(1)year following earn etton of the requested 16stallation.°In the event a surety bond b posted,the surety bond shall be made payable:to the:City and-shnll.obiigate the surety to bold the City harmless in the event the holder of this permit should fail to meet any of its obligations hereunder.The bond shall also indemnify the City for all court costs and . reasonable attorneys fees lathe event legal action is required toe allect an said:bond. . . . . . . . . . . . . . . . . SUBMITTED BY; Vermin") TECO Peoples Gas:/'Christopher Ud ' :a LS-)•Al. S:-- 3 Z•3{. ° ' ' :. slgnatu�e&Tide . . SUpervisof of Gas Design . Address 8416 Palm River 061 d--Tampa.FL33619: A PPROVED BY:. CITY OF ZEPHYRHILLS Building Official. Datei Utilities Supervisor . . . - Date: d Pubilc.Wor if /1! (JR/q 671(��,�/L�: �tVQ :•//��0�/itm . �fil�j:� Date...: G . . . raeiG4otl. `SY?F�fi.ciGT -�/i�i�/6 'ate. . T.�f. . . city Manager ,�ln:� MA/ ®HGINEEONG SERVICES.INC. August 13, 2018 City of Zephyrhills City Hall Building Dept. 5335 8th St. Zephyrhills,FL 33542 RE: TECO Peoples Gas —Proposed Natural Gas Pipeline along north right of way of 5th Ave. between Gall Blvd. &7th St., in Zephyrhills,FL. Dear Sir/Madam: On behalf of our client, TECO Peoples Gas, we are submitting the following information for a ROW Use Permit for a proposed natural gas pipeline installation, in Zephyrhills, Florida. The enclosed items include: • Three(3) Sets of Construction Plans(Signed& Sealed) • One (1) Completed ROW Use Application • One(1) Project Location Map • One (1) Copy of Utility Coordination Letters • One (1) Copy of Approved FDOT Permit The proposed natural gas project is for the proposed installation of a 4" plastic natural gas pipeline along the north right of way of 5th Ave. between Gall Blvd. and 7th St., in Zephyrhills, Florida. Our project extends west along SR54 and we have already received approval from FDOT for this. We have enclosed a copy of that permit with this submittal. Please see the enclosed Location map and plans for clarification of exact location and exact project details. If you require any additional information or have any questions, please give me a call at (904) 794-1760 or e-mail me at guoc@maiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai,P.E., CGC Project Engineer 615-5th Ave.-City of Zephyrhills ............................................................................................................................................. 2510 US1 South, Suite D • St.Augustine, Florida 32086 Cell(904)536-3705 • Tel:(904)794-1760 • Fax: (904)794-1768 • Email:cluoc .maiengineer.com www.maienoineer.com Err n �{' . ♦ � � �� � '�{h�� �'JS. �y, -_ y���� �' Jr ', r Yl,r.* �'` ''�' *'' }i x ♦ .';,ram''` '"T It IT 5th Ave Nlvk - I Zx yr Lean • \�!.. Proposed Location IWo�AV 4 LOCATION ALONG 1 U.S.Highway ! Augustine, 1:6 quoc@maiengineer.com Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Pagel of 3 UTILITY PERMIT PERMIT NO: 2018-H-798-268 STATE ROAD INFORMATION County: Section: State Road No: Beginning Mile Post: Ending Mile Post: PASCO 14090000 54 17.81 19.36 APPLICANT INFORMATION The Utility Agency Owner(UAO)shall be identified in this Applicant Information Box.When the UAO is a City or County and desires to have the Utility Builder make a joint permit applicant,as prescribed in Section 2.1(4)of the 2017 Utility Accommodation Manual(UAM),the Utility Builder shall also be identified in this Applicant Information Box. A Utility Builder alone cannot apply for a utility permit without the City or County adding them as a joint applicant. Utility Agency/Owner MAO) Utility Builder(only applicable when the UAO is a City or County) Name: TECO Peoples Gas(CU Tampa) Name: N/A Contact Person: TECO Peoples Gas(CU Tampa) Contact Person: Address: 1400 Channelside Drive Address: N/A City: Tampa City: N/A State: FLORIDA State: N/A Zip: 33605 Zip: N/A Telephone: (813)275-3731 Telephone: Email: ckuria@tecoenergp.com Email: WORK DESCRIPTION The Applicant(s)requests permission from the Florida Department of Transportation(FDOT)to construct,operate,and maintain the utilities as described below and as depicted in the incorporated documentation. Proposed installation of 15,935LF of 4"plastic natural gas pipeline along the north right of way of SR54,starting just after Bough Rd.running east, crossing SR41 to 7th St.,in Pasco County,Florida,via horizontal directional drill.Operating pressure of 60psig. Utility Work No:#615-TECO SR54 Additional sheets are attached and are incorporated into this permit Yes❑ No For FDEP certification,the FDOT agency report is attached in accordance with UAM Section 2.4.1(13) Yes❑ No TRAFFIC CONTROL(TCP) ®The TCP will comply with the following 600 series index(es) 612,613,616,660 ®A TCP has been attached and incorporated into this permit application in compliance with UAM Section 2.4.2 MOT Technician's contact information(may be supplied at the two(2)business day notification to FDOT.): Name: Telephone Email: COMMENCEMENT OF WORK The UAO and/or Utility Builder shall commence actual construction in good faith within sixty(60)calendar days after approval of the permit application.If the beginning date is more than sixty(60)calendar days from the date of approval,the UAO and/or Utility Builder must review the permit with the FDOT Approving Engineer listed to make sure no changes have occurred to the transportation facility that would affect the permit's continued approval.The UAO and/or Utility Builder shall make good faith efforts to expedite the work and complete the work within the calendar days indicated. Anticipated Start Date:9/17/2018 Calendar days needed to completed: 180 ra r ;sue sycW:. {.s a , Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page 2 of 3 UTILITY PERMIT PERMIT NO: 2018-H-798-268 APPLICANT SIGNATURE By the below signature(s)the UAO and/or Utility Builder agree(s)to construct,operate,and maintain the work as noted in the above Work Description, shown in plans and incorporated documents.in compliance with the UAM.all instructions noted in the FDOT Special Instructions Box,and special instructions incorporated into this permit.The UAO and/or Utility Builder declares,the location of all existing utilities that it owns or has an interest in.both aerial and underground,are accurately shown on the plans of the work areas. In accordance with UAM Section 2.8.the UAO and/or Utility Builder further declares that a letter of notification was delivered to the owners of other facilities within the work areas and that those listed below are the only facility owners known to be involved or potentially impacted by the proposed work. Date Notified: Name of other facility owners(attach additional sheets if necessary). 8/2/2018 Charter Communications 8/2/2018 City of Zephyrhills 8/2/2018 Duke Energy 8/2/2018 Florida Governmental Utility Authority 8/2/2018 Frontier Communications 8/2/2018 Pasco County Traffic Operations 8/2/2018 Pasco County Utilities 8/2/2018 TECO 8/2/2018 WREC Utility Agency/Owner Utility Builder(when applicable) Signature:CHRISTOPHER URIA(digital Date:8/14/2018 Signature:N/A Date:N/A signature) Name(printed):CHRISTOPHER URIA Name(printed):NIA Title:Engineering Project Manager Title:N/A FDOT PROJECT INFORMATION Pursuant to UAM Section 2.1(10), the utility work is within FDOT projects listed below and must have a Utility Work Schedule for each project approved prior to commencement of work within the FDOT project limits: There are NO FDOT constructions(proposed or underway). This work is NOT related to an approved Utility Work Schedule. FDOT SPECIAL INSTRUCTIONS In accordance with UAM Section 2.7.FDOT incorporates the below and attached special instructions into this permit. Submit utility certification upon completion of the project. PERMIT APPROVAL By signature below,FDOT gives permission to the UAO and/or Utility Builder to construct,operate,and maintain the utilities indicated in this Utility Permit in compliance with the UAM,all incorporated documents,and special instructions.Any changes to the approved work must be approved by the FDOT's Approving Engineer and attached and incorporated into this permit in accordance with UAM Section 2.11. Approving Engineer:Douglas Crosby(digital signature) Date:8/16/2018 Name:Douglas Crosby Title:NIA Notification of Utility Work to be provide to Telephone (352)848-2600 or Email: timothy.glover@dot.state.fl.us An FDOT Representative is required to be present on the worksite prior to commencement of work.Yes 0 No 9 Rep.Name: N/A Telephone N/A Email: N/A §'." E Rule 14-46.001 F.A.C. Florida Department of Transportation Dec 14,2016 Page 3 of 3 UTILITY PERMIT PERMIT NO: 2018-H-798-268 CERTIFICATION 1,the undersigned UAO and/or Utility Builder,hereby CERTIFY that the utilities were constructed and inspected in compliance with the UAM all incorporated documents.and special instructions.Pursuant to UAM Section 2.1 1,all changes have been approved by the FDOT's Approving Engineer and incorporated into this permit along with all other material certifications,test results,bore logs,approved plans changes,as-built plans or other required documentation. I also CERTIFY that work began on MM/DD/YYYY and was completed on MM/DD/YYYY and that the area was left in as good or better condition than when the work began. Utility Agency/Owner Utility Builder(when applicable) Signature:N/A Date N/A Signature:N/A Date N/A Name(printed):N/A Name(printed):NIA Title:N/A Title:N/A FINAL INSPECTION OF WORK ❑ The work was inspected and found to be in non-compliance as noted below: None ❑ All issues of non-compliance listed above have been brought into compliance and/or FDOT has no outstanding issues that need to be addressed by the UAO and/or Utility Builder.However,this final inspection does not release the UAO and/or Utility Builder oftheir continuing responsibilities pursuant to Rule 14-46.001,the UAM,all incorporated documents,and special instructions. FDOT Inspector: N/A Date: N/A Name: N/A Title: N/A ........................ ......... ............................ August 2, 2018 Attn: MIKE KIKER CHARTER COMMUNICATIONS 30432 SR 54 WESLEY CHAPEL,FL 33543 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills,Florida Design Ticket# 186805061 Dear Mike: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at cKystal(i�maiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai,P.E.,CGC Project Engineer Attachment.-Location Map 615-Coordination Letters ......................................................................... .................................................... 2510 USI South,Suite D • St.Augustine, Florida 32086 • Web:www.maiengineer.com Tel:(904)794-1760 • Fax:(904)794-1768 • Email:quocamaiengineer.com `~MA/ ........................ .......... N� ' ............................................ August 2, 2018 Attn: BRUCE SELLERS CITY OF ZEPHYRHILLS 39421 SOUTH AVE ZEPHYRHILLS, FL 33542 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills, Florida Design Ticket# 186805061 Dear Bruce: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystal(a-)maien gin eer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H.Mai,P.E.,CGC Project Engineer Attachment:Location Map 615-Coordination Letters .............................................................................................................. ............... 2510 US1 South,Suite D * St.Augustine,Florida 32086 a Web:www.maiengineer.com Tel:(904)794-1760 9 Fax: (904)794-1768 * Email:quopCM-maiengineer.com ........................ ....... ............. .. . ................................................................ .... August 2,2018 Attn: DUKE ENERGY 2001 OLD SCENIC HWY LAKE WALES, FL 33853 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills, Florida Design Ticket# 186805061 Dear Sir/Madam: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystala,maiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H.Mai,P.E.,CGC Project Engineer Attachment:Location Map 615-Coordination Letters .................................................................................................... ................ ........ ........ 2510 US1 South,Suite D a St.Augustine,Florida 32086 9 Web:www.maien-Qineer.com Tel: (904)794-1760 9 Fax:(904)794-1768 a Email:cluocCa)-maiengineer.com ........................ ........ ......................... ................. August 2, 2018 Attn: BRAD LABELLA PE FLORIDA GOVERNMENTAL UTILITY AUTHORITY 6915 PERRINE RANCH RD NEW PORT RICHEY,FL 34655 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills, Florida Design Ticket# 186805061 Dear Brad: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystal(@maiengineencom. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai,P.E.,CGC Project Engineer Attachment:Location Map 615-Coordination Letters .............................................................................................................. ............... 2510 US1 South,Suite D • St.Augustine,Florida 32086 • Web:www.maiengineer.com Tel:(904)794-1760 • Fax:(904)794-1768 • Email:cigocOmaiengineer.com HJG ........................ ................. ..................... ...................... August 2,2018 Attn: TONI CANNON FRONTIER COMMUNICATIONS 3712 W WALNUT ST TAMPA,FL 33607 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills,Florida Design Ticket# 186805061 Dear Toni: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystaK mai.engineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai,P.E.,CGC Project Engineer Attachment.-Location Map 615-Coordination Letters ...................................................................................I.................................I........ 2510 US1 South,Suite D • St.Augustine,Florida 32086 • Web:www.maien_qineer.com Tel:(904)794-1760 9 Fax:(904)794-1768 • Email:quocO-maiengineer.com ........................ ......... ........................................... August 2, 2018 Attn: MIKE BUNK PASCO COUNTY TRAFFIC OPERATIONS DIVISIO 7536 STATE ST RM 124 PUBLIC WORKS UTILITIES BLDG NEW PORT RICHEY,FL 34654 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills,Florida Design Ticket# 186805061 Dear Mike: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystal(&maiengineer.com.. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai,P.E.,CGC Project Engineer Attachment:Location Map 615-Coordination Letters .................................................................................................... ................ ........ 2510 US1 South,Suite D • St.Augustine, Florida 32086 • Web:www.maiengineer.com Tel: (904)794-1760 9 Fax:(904)794-1768 • Email:quocCM-maiengineer.com ........................ ..................... ........ ................................................................. August 2,2018 Attn: ED SIEDZIK PASCO COUNTY UTILITIES UTILITIES DEPT PUBLIC WKSIUTIL BLDG. 5-205 7530 LITTLE RD NEW PORT RICHEY,FL 34654 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Z phyrhills,Florida Design Ticket# 186805061 Dear Ed: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and run iing east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clar fication of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on th pact map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any I PDF or other electronic files can be sent by e-mail to our office at crystal Am aiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H.Mai,P.E.,CGC Project Engineer Attachment:Location Map 615-Coordination Letters ........................................................................... ............................................... 2510 USI South,Suite D * St.Augustine, Florida 32086 e Web:www.maien_qineer.com Tel:(904)794-1760 a Fax:(904)794-1768 * Email:guocOD-maiengineer.com 4 1 1 9 1 ........................ ...... ............. ............................. ............ ....... . . August 2, 2018 Attn: JOAN DOMNING TECO PEOPLES GAS-TAMPA 8416 PALM RIVER RD TAMPA,FL 33619 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline,in Zephyrhills,Florida Design Ticket# 186805061 Dear Joan: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystal((-,D,maiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H.Mai,P.E.,CGC Project Engineer Attachment:Location Map 615-Coordination Letters ............................................................................................................. ........ 2510 USI South,Suite D • St.Augustine, Florida 32086 • Web:www.maiengineer.com Tel:(904)794-1760 a Fax:(904)794-1768 • Email:quocC)maienqineer.com ;MA/ ........................ BIGINEERING SERVICES.INC ......... ............................................................... ..... %) -AA August 2,2018 Attn: COREY LITTLEFIELD WITHLACOOCREE RIVER ELECTRIC COOPERATIV 30461 COMMERCE DRIVE SAN ANTONIO, FL 33526 RE: TECO Peoples Gas—Proposed Natural Gas Pipeline, in Zephyrhills, Florida Design Ticket# 186805061 Dear Corey: This letter is to inform you that we are proposing natural gas pipeline along the south right of way of SR54, starting at Bough Rd. and running east to 7th Street, in Zephyrhills, FL. Please see the attached Location map for clarification of the exact project location and project details. The intent of this letter is to request any record drawings or as-builts of utilities that are within the right-of-way of the route shown on the attached map. We appreciate your cooperation to make sure our project does not impact any underground utilities. If we can provide you any additional information on the proposed gas pipeline project, please contact us so we can assist you. If you have any questions or concerns, please give me a call at (904) 794-1760. Any PDF or other electronic files can be sent by e-mail to our office at crystalp,maiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai,P.E.,CGC Project Engineer Attachment: Location Map 615-Coordination Letters .............................................................................................................................. ........ 2510 US1 South,Suite D e St.Augustine, Florida 32086 e Web:www.maiengineer.com Tel:(904)794-1760 a Fax:(904)794-1768 e Email:quocCa)maiengineer.com 811GINEERING SERVICE.ING Feburary 26, 2019 City of Zephyrhills City Hall Building Dept. 5335 8th St. Zephyrhills, FL 33542 RE: TECO Peoples Gas —Proposed Natural Gas Pipeline along 6th St., 6th Ave, & 7th St., in Zephyrhills,FL. Revision for Permit No: 20193 Dear Sir/Madam: On behalf of our client, TECO Peoples Gas, we are resubmitting the following revised information for a ROW Use Permit for a proposed natural gas pipeline installation, in Zephyrhills,Florida. The enclosed revised items include: • One (1)Revised Set of Construction Plans (Signed& Sealed) • One (1)Revised Project Location Map • One(1) Copy of Signed City of Zephyrhills Permit The proposed natural gas project is for the proposed installation of a 4" plastic natural gas pipeline along 6th St. from 5 Ave to 6th Ave, then along 6th Ave from 6th St. to 7th St., in Zephyrhills, Florida. Our project extends west along SR54 and we have already received approval from FDOT for this. We are requesting a revision to our existing City permit as the proposed line along SR54 now ends earlier than originally designed. Please see the enclosed revised Location map and revised plans for clarification of exact location and exact project details. If you require any additional information or have any questions, please give me a call at (904) 794-1760 or e-mail me at auoc&maiengineer.com. Thank you for your time and consideration in this matter. Sincerely, Quoc H. Mai, P.E., CGC Project Engineer 615-04-5th Ave.-City of Zephyrhills-Permit Revision ............................................................................................................................................, 2510 US1 South, Suite D • St.Augustine, Florida 32086 Cell(904)536-3705 • Tel: (904)794-1760 . Fax: (904)794-1768 • Email:guoc .maienclineer.com www.maiengineer.com I i i . z . i i i �.7 i . . . ` . . _ I � � , I , . I ` �; t: y: I !',1 i { ' i I 8 S MY OF UPHYRNIU -BUILDING DEPARTji M � t^ DATE: RicHT-OF WAY USE PERMIT PERmnv No construction under ground or above ground of any facility shell be accomplished on any City Rights of Way without written Approval from the City Building DepartanaL Any application for approval or construction operation on any City owned Rights of Way shall furnish a detailed drawing showing the complete mope of the proposed Wert in triplicate to the office of the Building Of ldal for approval prior to the commencement of any work.A copy of this permit Is to be kept readily available at the site of the work at all times. PARCEL LD.i! 11-28-21.0010.1630"WO CITY ROAD Sth Ave, DATE 8/18/18 LOCATION(bead Description)t Along north right of way of 5th Ave,between Gag Blvd,and 7th St.-leg.Desodptlon:ZH MB 1 PG 54 STRIP OF LAND 6D FT ACROSS RAN AT M AVE Permission is hereby granted to of for the coustrucdon and maintenance of- r Plastic Neutral Gas Main along north right of way of tlth Ave.between ball Blvd.&7th St. eabjeet to the following condifican 1. The comtructlon and maintenance of such utility shall not laterferewith the property and rights of a prior occupant 2. AD work shall be done in keepbag with the standards of the City Street Department and under the supervision of the City Building Official,who will be unfilled at least one day prior to commencement of construction. 3. AD materials and egwlpment bball be subject to inspection by the City Bulldlag Official, 4. During constmettou ail safety regnlatians of the Department of Transportation shall be observed and Meaty shelf be relieved of all responsibility from damage of any nature arising from this permit.Subject to the time terms and coudltfons,the permit holder easy take such safety measures,Including placing end display of caution sages,as It may deea necessary In conduct of construction and malotensace work hereunder.It is the responsibility of the permlitce to if7t S. All private and all City properly shall be restored to its original condition as far as practical In the ople lon of the City Building Otocial. b. AA underground trussing butalladow#bag be tad at such depth as may be specified by the City Boliding offictel, 7. The sketch covering the details of this lastariadoo shall be made a part of this permiL This permit h granted with the understanding that the applicant has notified all other utility users in the area covered by the permit and takes fall responsibility for any damage incurred by prior teatallstlona as a resaltof his operations to order that they may safe guard their interests. & It Is expressly,stipulated that this permit Is a license for permissive use only and that the placing of facilities upon public property pursuant to this permit shall ant operate to create or to vest any property right to said holder. 9. Whenever the Ctry decides to further exploit the City Rights of Way,any or all laid poles,wires,plpm,cables,or other facilities and appurtenances aathorind hereunder,shall be Immediately removed from said Rlgbts of Way,or reset or relocated thereon as required by the City Bmildt% Official at the expense of the bolder of this permit, 10.The holder shalt save and keep the City bormka fkow any and all damagm daims,or injuries that may occur by reason of the construction, maintenance,and operation of said facility. It.The holder shall complete the requested woekwlthla days or this permit shall become one and troll,to the event the work requested is not completed upon the expiration date of this permit,the City shall have the right to complete such work and to cbergc the holder of the permit for as costs Incurred In completing sold work. I2.The bolder ahaD post a cash or surety bond with the City Manager In the sum of S dollars to guarantee performance ofthe obligations berdn,and to guacantes matmtemoce of the right-of-way described herein for a period of one(I)year following completion of the requested installation.In the event a surety bond is posted,the surety bond shall be made payable to the City and shall obligate the surety to hold the City harmless In the event the holder of this permit should fail to asset say of its obligations hereunder.The bond shall also tedemal y the City for all court cents slid reasonable attorneys fees In the event legai action is required to collect on said bond. SUBMIIT£D BY: (Permilfee)TECO Peoples Gas I Chdatopher Uda Signature&TideSupervisor of Gas Design Address 8416 Palm River Road,Tampa FL 33819 APPROVED BY: CITY OF ZEPHYRHUAS Building Otfida3 Daft: UtlgtieaSnpervlaor '```��~ �EL �)o'tf Pj���D" F� � r�'TT+rl Date — . —7P5 !� Publiccoo Rq w /!ff(V�/,# W,'z0�e, /AND IV lb'e'Re yR D� Date: `--, Xfjekr420rt ( s?,?rgrrJ[iew o solve flier Th/E City Manager i w/n t('t-Ff it o DF Jac.sy OKL Date+ o �7�sT��7: c►oy�.��c �ygcL � U ' Ae x4v p4Rw T elo, /�l/l/,�AsYz c, -. A A Al i! i • lY. I 7S^�� J �;z`"�,4��'� � '-t •�i'{-y 'aC � R hot JAL • a � ', .1d t1� ,o n"'► ���� �"".�-"'�' „j . � ""_�ti�xw rya,r�•a+ � (,� � ,� yil� 7r'* ,r .. f' Y`S�yr .y a Y ��',�`y .. "r :f',t1 • +h �x"�i.`5• �`�,. •j 4�. ��,� ��y��"{rr�`� , ,��, t�+ � ^'r+r ,i• t .�y.. # E y II -. _ .., �+ 4 ♦yT' � mot, a t' x + c c: -tom ````="' °' �' i'.,,",.S_ ''�` _�;,, �r's6��� •�!��'• ,y1��+�•. ,,` �., 02018 Go xIe L'���,',✓'' .�"•.lei +�►��'�"`}Oh"�,t, . Leiz e nUpdatedRoute ! II f LOCATION i UPDATED ROUTE • 1 ! 1:+ Ph: 91. •.Augustine,61Fax: :1.)794-1768 • • FLORIDA quoc@maiengineer.com II GENERAL NOTES: oo . SYMBOLS I.When encroaching work requires a sidewalk closure for 60 6. Provide a cross-slope with a maximum value of 0.02 for all temporary walkways. Work Area minutes or greater. provide an alternate pedestrian route. a e ■ Channei,zimg Eaevice 7.Maintain temporary walkway surfaces and ramps that are stable,firm, slip-resistant ti Q o o 2.For spacing of vehicular Channelizing Devices, see applicable and free of any obstructions or harards such as holes,debris mud, construction 4 a � [� Work Zone Sign vehicular temporary traffic control Indexes. equipment,and stored material. M Q { Required Locations For Either Temporary 3.Cover or deactivatepedestrian traffic signal display(s)controlling a:Remove temporary walkways immediately after �"'L 0r Permanent Curb Ramps. ?� ply em1� Y Y Y reopening of the sidewalk,unless dosed crosswalks. otherwise noted in the plans. Lane Identification+Direction of Traffic 4/fr 4.For post mounted signs located near or adjacent to a sidewalk, . . Pedestrian Longitudinal Ehanneltzfng Device(LCD)with 0.Meet the requirements of Index 572--02 for temporary curb ramps. mounted work Zone Sign or separate Work Zone Stgvn + ntafn 8 raenimkrnt T tYearante from the bottom of rile sign ` panel to the surface of the sidewalk. 10.Place pedestrian longitudinal channelizing devices)across the full width of the closed sidewalk. For temporary walkways,similar to the Sidewalk Diversion, c;::: - Pedestrian Longitudinal Channelizfng Device(LCD) 5,Provide a 5'wide temporary walkway, except where space restrictions place LCDs to delineate both sides of the temporary walkway j Temporary Sidewalk warrant a minimum width of 4.Provide a 5' x 3' passing space for 7n WN temporary walkways less than Y In width at intervals not to II.For sidewalk diversions ensure that there Is sufficient RJW for placement of 4,' zB: exceed 200'. temporary sidewalk and pedestrian longitudinal chawnetfzing devices. �wnnu,�nr •is c , T' .' :' CR � t9 •'o� ___ ____ Ril __ V cR p of ouR Wo SIDEWALK o CLOSED c z _______ - __________________ ______ M} 111 rri ar a wxaLx v �- - a c anou.�a ... < 1 rat wow 0 I i CROSSWALK CLOSURE AND PEDESTRIAN DETOUR SIDEWALK DETOUR SIDEWALK DIVERSION LAST DESCRIPTION: FY 2019-20 INDEX SHEET GM( 1/01 17 PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS coo a�r/o�in STANDARD PLANS 102-660 1 of I u+x 2/16/2019 �.v 615 aa..� 20 II v r fi ROAD ; 1h I'I AHEAD z �I' END ROAD WORK �W:: ?d ■ ■ ■ ■ ■ ■ t ■ ■ i 7 ■ '1/ W I as ■ Tepee Length- V Wo \j rk Arta N f see Table II END Table II ROAD WORK R Taper Length - Sh(wider Device Spacing-Taper Device Sp T 500' * •'F1� VNCMiC 7 /1. See Table I See Table I 5p"d Eft? •••••• ••• �+ ''o AHEAD !NR FILES (ati+l+) 8` 70' 13' Notes ` ERs Shtdr. SlUdr Shtdr. 4�`` lV o f�°' ± PrSSENT 25 Table I 30 40 50 60 WS' W 35 55 68 8Z 60 Device S fn Z Max. Distance Between Devices(ft) 40 72 90 707 ; Q Type I or Type N 45 120 ISO 180 Off` Speed Cones or Barricades or Vertical (inph) 50 733 1t►7 DISTANCE BETWEEN SIGNS Tubular Markets Panels or Drunw 55 147 783 22ti ��ununnuuu Taper Tangent spac►nil (ft.) raper TangenttAv 76I1 zoo z40 LS Speed A 8 25 25 50 25 50 63 173 2I7 260 40 mph or less 200 200 30 to 45 25 50 so 70 187 233 280 45 mph 350 350 50 to 70 25 so 50 700 50 mph or greater SOO 500 N minimum shoulder width "Midway between signs. = Length of shoulder taper in feet W Width of total shoulder in feet V SYMBOLS GENERAL NOTES DURATION NOTES (combined paved and unpaved width) 1. When four or more work'vehicles enter the through traffic lanes 1n a one hour I Sipes and 4hannelizing devices may be omitted If sit of the U d z Work Area S- Posted speed ►rout(mph) period or less(excluding establishing and ternumtrog the work area,the advanced following conditions are met; a FLAGGER sign shall be substituted for the WORKERS sign. For location of flags a Wank operations are 60 minutes or less. Or o ■ chonwitzhit Device(See Index 102-600) and FLAGGER signs,see Index 102-603. b. V cles in the work area have high-intensity,rotating, a �' flashing,oscillating,or strobe lights operating. G`' ✓�� [p Work Zone Sign 2.SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only - m on the side where the shoulder work is being performed. Lane Identification-F Direction of Traffic O L 3.When a side road intersects the highway within the TTC zone, additional TTC U °- devices shall be placed in accordance with other applicable TCZ Indexes. CONDITIONS 0 U y 4 For general TCZ requirements and additional information refer to Index 102-600 WHERE ANY VEHICLE, EQUIPlMENT, C WORKERS OR THEIR ACTIVITIES A. 0 ENCROACH THE AREA CLOSER EW. THAN 75' RUT NOT CLOSER TF/AN 2 TO THE EDGE OF TRAVEL WAY. LAST R Qfnr INDEX SHEET I>FSCRI r7oN: F N 2019-20 STANDARD PLANSTWO-LANE, TWO-WAY, WORK ON SHOULDER 102-602 1 of I °" 4`°` RE►nstoN 11/01/1711/01/17STA a z/ielmrg +m•• 6f5 .yN[T NatDi IF !H H J J L I L__ rJ, HI .DISTANCE BETWEEN SIGNS Spacing (ft.) "t` Work Area S#tRed A 8 C 40 mph or less Z00 200 200 J ■ • • • • • ■ 45 mph 350 350 350i r D w.. 1 * 300` beyond the GOAD WOW AHEM soon or Taper Length�L W midway between signs whichever is less >: R B C Device W''•' See Table 11 w.:e. ROAD i �•.•. * I ( 4I Spacing b: WORK Det+ice S -T r Tan z••: See Table 1 I See Woe: AHEAD Table II END TBble w•• ROAD WORK HI NT LANE Device S n Z• GLOSSED T("� SPEEDING F I NE5 AHEAD 1 V ROAD n 1ti w DOUBLED WORK Cis Barricades or Vertical c.t WHEN WORKERS AHEAD Tamar Markers s� Erect STOP Sign where the existing stop bar is more than. Panels or PRESENT Taper Tatn�ent Taper Tangent � 30 from the taper line. Remove or cover existing STOP tout;nrrrr'rrr sign and reinstall when through lane reopened to traffic. 25 25 50 25 50 30 to Is 25 50 30 so \ RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET •�,••• • •,�'' :/ -f Table !! OV3HV Taper Length - Merge v• (3 oc o z )1aaa� 1 (12' Lateral Transition) OV08 �.y* ...O� OWN (eed ft) (loge) y`�•,b ••... QtQ.,,,,,. 25 125 Frrrrnuunuu L= WSJ 35 245 40 320 Work Area 45 540 L-WS ■ For lateral transitions other than 17. use formula for 1.shown In the notes oerica colunwi.where. (* J2d TabletEND 1 [ ROAD ROAD WORK SPEEDING FINES O DOUBLED AHEAD WHEN WORKERS O a PRESENT RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS a o 1. The normal procedure is to close on the near side of the intersection any lane that 2. Far intersection approaches reduced to a single lone, left turning movements may is not carried through the intersection. However,when this results in the closure of be prohibited to maintain capacity far through vehicular traffic. a right lane having significant riot turning movements, then the right lane may be restricted to right turns only as shown in this detail oaw nc QJ41f LAST levrloe►: FY 2019-20 TU.A1TEt WORK NEAR IN- WORK INDEX SHEET ERS$CTION .�.. Gm �(�r F STANDARD PLANS MEDIAN OR OUTSIDE LANE 102-616 2 of 3 fl/Will 1 wu 2/18/2019 815 D7 rS� I I U O Table II e ° Buffer Space and Taper Lens Taper L4010th Buffer Or Lateral z Speed Space Trams) �!' 1lediaa?+ (mph! D1 L Ahntas \w 'j% White Redlectorized Pavement Markings 25 155 125 work Ares f IO 200 r8tl L= 8 C Taper —L Buffer 5 e EMO . I See Table if See Table If ROAD YYQRK 45 3�+Q ,� z:• RQAD � 425 8110 ,�I, W: WtIRK '"� i00` Deviix S i»p-Taper Device Spacirty-T M SS dR3 AHEAD See Table I See Tablet L a $ L 65 645 780 o SPEWN0 FW S 70 730 S40 It DOUBLED3 Table I Ii uu,� Wt E:N 1 SENT RS Device $ cannot be attained When Buffer Space PREdue to geometric constraints,the Max. Di arucae Bat ipe Devices rType(ft) greatest attainable length shall be used, L=. Speed Cornea or TYpt I Il but not less than 200 ft. ; (mph) abater Markartir Barricades or Vertical Q 1 : o tenths or Iwtm+s For lateral transitions other than ra; use Z GENERAL NOTES Taper=T50 formula for L shown in notes anlumn.DISTANCE BETWEEN SIGNS 2s 25 Where: or.Work operations shad be confined to one traffic lane leaving the adjacent Jane openn to traffic. = ZSparing fftJ 3D to#5 25 A a C So to 70 ! 25 L= Length of taper in feet 2.ttlu undivided highways the median signs as shown are to be oasaitted. •'•''' Q �• m or loss 200 200 200 W a Width of lateral transition in feet ' 45 33D S— Posted speed limit(mph) 45 mph 3tt0 500 500 &When work is performed in the median lane on divided highways.the cl►atmttiring device plan is taunted vrnnuu,uuu'` Ss mph or greater 2644 160 t0O0 and left lane dosed and lane ends signs substituted for the right lane closed and lane end signs. DURATION NOTES #The ROAD WORK 11MILE sign may be used The same applies to undivided highways with the following exception. I.Temporary white edgellne may be omitted for work operations less than 3 as an alternate to the ROAD WORK AHEAD a.Wort shall be confined within one median lane. consecutive calendar days. sign and the Rt6HT LANE CLOSED I NILE b.Additional barricades. cones,or drums shall be plated along the eennter'llne abutting the work area and sign may be used as an n % the across the trailing end of the work area. 2. For work operations up to approximately 15 minutes.signs. channellzlnug devices, arrow board,and buffer space may be omitted if ail of the following conditions RIGHT LANE CLOSED AHEAD sign. When work on undivided highways occurs across the cant+erl(>r a so as to encroach on bath median lanes. are met: 5ft0' beyond the ROAD WORK AHEAD sign or the inverted plan is applied to the approach of both roadways. a Speed tindit is 45 mph or less. C midway between signs whichever is less. b. No sight obstructions to vehicles approaching the work area for a distance ,Signs and traffic control devices are to be modified in accordance with INTERMITTENT WOW STOPPAGE e4 to the buffer space and the taper length combined. details(sheet 2 of 2)when no work is being performed and the highway is open to traffic. C. Volume and complexity of the roadway has been considered. 0 d z d.The closed lane is occupied by a class 5 or larger, medium duty truck(s)with 3.The' two chanrmeBzing devices directly In front of the work area may be omitted provided vehicles In the a rwtntoxn gross height vehicle rating(Oor l of 16.001 lb with high intensity wort area have high-lntenslty rotating, flashing osclitating, or strobe lights operating- rotating,flashing,Oscillating, or strobe lights mounted above the cab height z a and operating Fi �• U 6.When paved shoulders having a width of 8 ft. or more are closed.cbaunelizing devices shed be used to x SYMBOLS close the shoulder In advance of the merging taper to direct vehicular traffic to remain within the travel 3.For work operstlalks up to 60►ainutes, arrow board and buffer way. See index 102-621 for shoulder taper formulas space may be omitted if conditions a. b, and c in DURATION NOTE 2 vs r Work Areaw are met, and vehicles in the work was have high-intensity. 0 Q 7.When a side road intersects the highway within the TTC zone. add elel 7TC devices shall be placed to rotating, flashing.oscJnlatJng,or strobe lights operating. ■ Channelizing Device(See Index 102-SM accordance with other applicable TCZ Indexes. 0 ft work Zone Sign B.This TCZ plan does not apply when work is being performed in the middle lane(s)of a six or more lane CONDITIONS a o am Advance Warning Arrow Board highway. See Index 102-624. w WHEJtE AC VEHICLE. EQUIPMENT. E g:For general TCZ requirements and additional I nfor ion, refer to Index 702-00. WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT. P.r TO EITHER SHOUWEiR AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY. i INDEX SHEET °®'•" Q� x DESCRIPTION: FY 2019-20 MULTILANE WORK WITHIN TRAVEL WAY LAST F a RtvIS/ON STANDARD PLANS MEDIAN OR OUTSIDE LANE 102-613 'of zise a 615 i ti Median >::: ft __ = __ __ __ __ ft __ 11' a ■ . ■ ' ' hft Taper Length - Shoulder Wyk Ares �W I A ® Tiger Length '` Ysl tit.) See Table D S 'd Notes er END Sl r. Shkfr. Slitdr. Device Spacing-Taper Device S At "»nu u,uu 23 28 35 t2 See Tablet See Table 1 ROAD WORK C�L71�� SPEEDING FINES L�WS \ •••••• DOUBLED MIEN WORKERS 55 68 82 �,• •% PRESENT Table �f0 72 90 107 C ai Device Spacing i rt5 120 JSi7 Max. Distance Between Devices (W ►1 ' 50 r33 167 I0D ; o Speed loose or Type I or Type u 147 3 183 220 l�YYS =v• J/ Z E BETWEEN SIGNS (nnph) Tubular Markers Barricades or Verth cal 55 DISTANC Panels or Drtums r.. 160 200 240 ;�• • Spacing (ft.) Taper Tarngent Taper T 65 173 277 260 ,,, (� •��`��'�� Speed A B 25 25 50 25 30 70 187 233 280 '��i� 40 mph or less 200 200 30 to 45 25 sO 30 50rrrrrrmr�inr�n� ,� 350 33#7 S minimum shoulder width. 50 mph or greater 500 300 5f7 to 7t7 25 50 70O � =Length of shoulder leper^In feet s2w beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. W= Width of total shoulderunpaved in feet fcombined pared and width) GENERAL NOTES DURATION NOTES i.Signs and channelizing devices may be omitted it all of the S- Posted speed limit(mph) 1.When a high volume of work vehicles are entering and leaving the Work Area at following conditions are metSYM : BOLS speeds slower than 10 MPH below the posted speed.place an MOT-5-06 sign in the a. Work operations are b0 minutes or less. O ROAD WORK AHEAD sign location and shift the ROAD WORK AHEAD sign upstream b. Vehicles in the work area have high-inteasity,rotating, Work Arm 300 ft. flashing, oscillating. or strobe lights operating. 2.This TCZ Plan also applies to work performed in the median more than z but less ■ Chq;meHring Device(See Index 102-000) than IS from the edge of travtt"Y- a' w 0 F !f� FZi vs j D Work Zone sign 3.When work is being performed on a multilane undivided roadway the signs normally mounted in the median(as shown)shalt be omitted. Lane identification+Direction of Traffic CONDITIONS +— 4 WORKERS signs to be removed or fully covered when no work is being performed. O 2 I w WHERE ANY VEHICLE, EQUIPMENT. w 5. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign Ylr O7MCERS OR THEIR AlTN1TIEs U aw,. 6.When a side read intersects the highway within the TTC zone, additional TTL WORK RS r C AREA THAN THAN devices shall be placed in accordance with other applicable TCZ Indexes. 1!' BUT NOT Gtt)SER THAN Z'ERTD a o THE EDGE OF TRAVEL WAY. L' E- 7. For general TCZ requirements and additional information, refer to Index 702-600. a cn I � DESCRIPTION: INDEX SHEET vmr LAST '� fY 2019-20 MULTILANE, WORK ON SHOULDER GJlG REVISION F; STANDARD PLANS IQ2-6 2 I of I « 4/2 RM 11/OIII7 � � z/1e/zois N• 815 a = ow t, s o n n R ti ti o I 1 U ifI U c a FrTIS V~ Q 0 Workrea ilzing Device(See I ex 102-600) A 4 P Buffer 2311 bt one Sign r Table 1E D MU E vowzdentification t Direction of Traffic Hereto ono w:E a;ro a w:e LDevice Spacing{See Table 1) o Tangent w D To h �k Mpg de o►sitied H' AHEAD sign Is installed upWeaf t within the pm] limits. A /Sc' 'x U- WFTHflUT TEMPORARY RAISED RUMBLE STRIPS _ * z Q ,o`er "I,, rrrrrl4pU `",a```• TABLE I GENERAL NOTES: within the TTC zone, place DEVICE SPACING 4,when a side read Intersects the Irfglrw�' cable TCZ indexes. 1 1.Special Conditions may be required in accordance with these notes additional TTC devices in accordance with other applicable Distance and the foNowfry sheets moxintnm Spacirr0 MaxJmtrrn Spacing of Between i s.The toe channelfzing devices directly in front of the war* area may be ~ Type I er Type 1! Sig Space, omitWad provided yehkles in the work area bare high-lntensfty rotating, of Corals err A.Railroad Crossings: Tubcda► iMaricers llarrlcadesJPands/Drums a. if an active railroad crossing Is located closer to the worms shown on flashing. oscillating, or strobe Jtpits oi�'�h+g. Sim the queue length plus 300 fed,extend the Buffer SpaceOn a One On a On a A B C D 6.When Buffer Space cannot be attained due to geometric constraints, use Tangent is f the 9 rHrrQ of vehicles across active railroad crossing rennin be the greatest attainable length,not t than'200 ft, for posted sp+ s T TangentTaper p ZOtT 2W' I00' avoided. provide a v ct traffic control officer or f/ at the greater than 25 .. 25 20' 50 200 Z00` IOii' ' theh -tall grade crossing to prevent vehicles from sco�w)thln W 20' 50 Ehe highway-raft ge ado crossing even if atrtontatic train warning T.ROAD WORK AHEAD and the BE pPARED TO STOP signs may be omitted if 2 200 200' 2W` To0 25i! U doilies are M place all of the foliowIng conditions are met: 35 Zlf 50 300 200' 20li 100 0. If the Work Area encroaches on the Sheet 3�use the Eaxaut for A.work operations arc 60 mirnrtes or less. 50 35Q 350 35fi 17'3 3811' C z Temporary tame Shift to Sharider on tprovi a f an the Existing B. Speed limit is i5 eh►h ru teas. 45 2` 2 Payed Shoulder width is su ficient to provide for TY tone C.There are rm sight obstructions to vehicles approaching the work area for 5 2p+ !00 35U Od' t)' between the work Area and the Edge of Existing Paved Sttaulder. I5olJ" l000' a, a W late. a distance equal to the Buffer Span shown to Table 1. Reduce the posted speed wise approprrotstirp,flashing, oscfitatfrrg, Sp 20 F D.Vehicles In the work area have high-intensity. 35 _20 10ty I50i1' ltI00 Sar1' 2.Temporary Raised Runde Strips or strobe lights aperatloo. 6p 2tT 50` STtl E. Vohrme and complercfty of the roadway has been corratdered. 11Rt 26d0' i5tNf 1x00' flp' • terntiitions are root ctmurrrentty: vehicles will not queue across reef tracks. 65 20" Sit d C A.Use when both of the Bowing F. !f a railroad eretssirNJ is present, 20' 700 26f0 f500' 1W0 ` 73f1' a. Existing Posted Speed is 55 mph or treyter; G.AFADs are not in US . l0 ' w h work duration is greater than 60 out t es w sow. g.See Index 102-6W for general TrZ requirements and additional lrrformatton 8.Use a con stent Strip color C.Piece each Rumble Strip Set transversely across the fans d locations 9. Flagge�Assistance Devices WAtls)may be used In accordance O pW D.se Option► I or option 2 as shown on 5 Z Use Orly one option with Specifications Section 102>990 and the APL vendor drawirnls CONDITIONS ' throughout work zone. WHERE AA11' VEHICLE. EQUIP#fENT, a• 3.Additional are-way control may be provided by the following means WORKERS THEIR ACTIVITIES w F A.Fig-carrylnesg vehicle, ENCROACH ORK THE BETWEEN B. o facial vehicle; 04 C.Plat is signal THE CENTERLINE AREA A LINE 2' D.Traffic vehicles DUTSIDE THE ED" OF T'RIWEt WAY. When flaggers are the safe means of one-way contro►, the ffaggers G3 must be in sight of each ether or In direct caendwrol stiOn at all tunes. TWO-WAY, 000i.c QIfJf INDEX * '�E l 0"W. GldG DESCRIPTION: FY 2019-20 TWO-LANE, co vmr REVISION STANDARD PLANS WORT WITHIN THE TRAVEL WAY 102-603 1 of 3 a� z�1a/zols �- m w. 815 n1mn . . ... . .i•... 10. EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO THEIR ORIGINAL CONTOURS AND `° 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH COMPANY CONSTRUCTION 1_ DURING ALL CONSTRUCTION ACTIVITIES WITHIN THE FDOT RIGHT-OF-WAY, TRAFFIC MUST BE CONTROLLED STABILIZED IMMEDIATELY UPON COMPLETION OF SPECLFlCATtONS, FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPEgFlCAT10NS FOR ROAD AT ALL TIMES IN STRICT ACCORDANCE WITH FDOT DESIGN STANDARD INDEXES 415, SHEETS 1-10. 600, AND BRIDGE CONSTRUCTION." LATEST EDITIONS, THE FOOT "UTILITY ACCOMMODATION MANUAL". AND SHEETS 1-12, 602 AND THE SPECIFIC UTILITY PERMIT ISSUED. 11. ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS N E, IN STRICT ACCORDANCE WITH THE APPLICABLE PERMIT(S) ISSUED. RETURNED TO THEIR PRE-EXISTING ELEVATION. .zzi, ; 2. IN ADDITION TO INDEX 600, THE CONTRACTOR SHALL ADHERE TO PART 6 OF THE MANUAL ON UNIFORM 12. ANY DISTURBED AREA WILT. BE RESEEDED WITH NATIVE GRASS SEED. AND SEDIMENT CONTROL • o0 TRAFFIC CONTROL DEVICES (MUTCD) FOR MAINTENANCE OF TRAFFIC ON ALL CITY AND COUNTY ROADWAYS. FENCE SHOULD BE REMOVED. 2. THE CONTRACTOR SHALL NOTIFY THE LOCAL FDOT MAINTENANCE OR RESIDENT ENGINEER A MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND IMMEDIATELY UPON COMPLETION OF 3. ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED TO THE LOCAL FDOT 13. IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. WHICH ARE LOCATED WITHIN THE U: THE WORK' OFFICE HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. RIGHT-OF-WAY. SHALL BE PROTECTED WITH TYPICAL INLET SEDIMENT FILTERS. THESE FILTERS WILL 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL SYSTEM BE REMOVED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. o t AT (800)-432-4770 FOR LOCATION OF UNDERGROUND UTILITIES AS REQUIRED BY STATE STATUTES. 4. THIS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ALL NOTIFICATIONS IN THE TIME AND MANNER :U " AS OUTLINED IN THE PERMIT ISSUED AND AS REQUIRED BY ANY STATE OR COUNTY LAWS PERTAINING TO 14. ALL CABLE MARKERS TO BE PLACED AS FAR BACK TO RIGHT-OF-WAY LINE AS POSSIBLE. 4. FACILITY LOCATIONS AS SHOWN ON THESE DRAWINGS ARE GENERAL IN NATURE. THE NOTIFICATIONS. 15. ALL HARD SURFACE THOROUGHFARES TO BE DIRECTIONAL BORED MINIMUM 60" BELOW CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY EXISTING UNDERGROUND UTILITIES PRIOR TO CROSSED. 5. THE CONTRACTOR MUST HAVE A COPY OF THE APPROVED PERMIT APPLICATION PACKAGE AVAILABLE AT SURFACE MINIMUM 5' FROM EDGE OF PAVEMENT OF SURFACE TO BE Z, BEGINNING CONSTRUCTION. THE JOB SITE AT ALL TIMES. i6. ALL HARD SURFACED DRIVEWAYS TO BE DIRECTIONAL BORED. 5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS O WIN 6. PROJECT WORK HOURS SHALL BE IN STRICT ACCORDANCE WITH THE FDOT UTILITY PERMIT 17. DRAWING DISCLAIMER: FACILITY LOCATIONS ARE GENERAL IN NATURE. ENGINEER WILL NOT BE EXPENSE. REQUIREMENTS. HELD ACCOUNTABLE FOR THE ACCURACY OF THE INFORMATION PROVIDED ON THESE DRAWINGS. >: :• 7. LANE CLOSURES SHALL BE IN STRICT ACCORDANCE WITH THE FOOT PERMIT ISSUED. CONTRACTOR MUST LOCATE ALL U71UIlES PRIOR TO CONSTRUCTION. wEee: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LINE AND GRADE STAKES IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE COMPANY OR THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY 8. CONTRACTOR MUST MAINTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED DUE TO HIS ACTIVITY, THE CONTRACTOR IS REQUIRED TO REPLACE THEM IMMEDIATELY IN ACCORDANCE WITH CURRENT STATE OR CITY Z•'% ERRORS. STANDARD SPECIFICATIONS. NORMAL, GOOD PRACTICE SITE PREPARATION PROCEDURES SHALL BE USED FOR THIS PROJECT. THESE PROCEDURES INCLUDE. STRIPPING THE SITE OF EXISTING VEGETATION AND TOPSOIL. COMPACTING THE �W.. 7. ALL PROPERTY CORNERS AND SURVEY MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO SUBGRADE AND PLACING NECESSARY FILL OR BACK FILL TO GRADE WITH ENGINEERED FILL A MORE BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED, THE COMPANY SHOULD BE 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED SURFACES UNTIL CONSTRUCTION DETAILED SYNOPSIS OF THIS WORK IS AS FOLLOWS: Z•" i ! c1• NOTIFIED IMMEDIATELY IN ORDER THAT THE COMPANY MAY HAVE A SURVEYORREFERENCE SAID ACTIVITIES ARE COMPLETED. tt w: POINT PRIOR TO DISTURBANCE. ALLCONTROL G.P.S. POINTS ARE TODESTROYED BE PROTECTED. IF 1. PRIOR TO CONSTRUCTION. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITY LINES WITHIN THE DURING CONSTRUCTION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE THE CONTROL L 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL SYSTEM AT CONSTRUCTION AREA SHOULD BE ESTABLISHED. PROVISIONS SHOULD THEN BE MADE TO RELOCATE POINT(S) AT HIS EXPENSE. (800)-432-4770 FOR LOCATION OF UNDERGROUND UTILITIES. INTERFERING UTILITIES TO APPROPRIATE LOCATIONS. ABANDONED PIPES SHALL BE PROPERLY REMOVED OR PLUGGED. AS THEY MAY SERVE AS CONDUITS FOR SUB- SURFACE EROSION WHCH MAY SUBSEQUENTLY O>t 8. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE. AT ALL TIMES, ONE COPY OF 11. THE CONTRACTOR SHALL PROVIDE AN FOOT MOT CERTIFIED PERSON/COMPANY TO ENSURE COMPLIANCE LEAD TO EXCESSIVE SETTLEMENT OF OVERLAY STRUCTURE(S). WITH MOT REQUIREMENTS DURING CONSTRUCTION. N APPROVED "PIPELINE CONSTRUCTION SPECIFICATIONS", THE LATEST ISSUE OF THE CONSTRUCTION 2. IT IS RECOMMENDED THE TOP OF THE CLAYEY SANDS BE MAINTAINED A MINIMUM OF 2 FEET BELOW THE DRAWINGS, ANY SPECIAL PROVISIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. PROPOSED BOTTOM OF THE BASE MATERIAL OR CONCRETE PAVEMENT. IF THE SITE GRADING IS SUCH THAT CO 12. WHEN EXISTING DRIVEWAYS (DIRT OR NON-PAVED) ARE TO BE CLOSED DUE TO OPEN TRENCH. THE THE MINIMUM SEPARATION DOES NOT EXIST, WE RECOMMEND UNDERCUTTING THE CLAYEY MATERIALS TO 9. ALL CLEARING, TRENCHING, BORING, WELDING, COATING AND RECLAMATION WORK SHALL BE PERMITTEE / CONTRACTOR SHALL NOTIFY THE OWNER SEVEN DAYS PRIOR TD WORKING ON THE DRIVEWAY. MAINTAIN THIS SEPARATION AND BACK FLUNG WITH CLEAN STRUCTURAL FILL AS DESCRIBED BELOW. �( PERFORMED IN STRICT ACCORDANCE WITH THE COMPANYS "PIPELINE CONSTRUCTION RESTORATION SHALL BEGIN IMMEDIATELY AND OPEN TRENCH SHALL BE RESTORED PER FDOT INDEX 307. ,��` SPECNFTCATiONS", AND APPLICABLE FOOT STANDARDS. 3. COMPACT THE SUBGRADE FROM THE SURFACE WITH A LIGHT WEIGHT VIBRATORY ROLLER (A 2 Tg` •"""" ' CLEAN IP' FA710N ___ ROLLER, STATIC WEIGHT AND 3 FOOT DRUM DIAMETER) OR TRACKED DOZER EQUIPMENT UNTIL A 1�11N +"•. 10. ALL EXCAVATION WORK SHALL COMPLY WITH 29 CFR. PART 1926 P (OSHA) 1. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND DISPOSE OF PROPERLY AND MEETING ALL AGENCIES DENSITY OF AT LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM DI 10 REQUIREMENTS AND THE COMPANY'S CONSTRUCTION STANDARDS. STANDARD. A DEPTHOF 11 INCHES BELOW THE COMPACTED SURFACE IS OBTAINED. A MINIMUM OF EIGHT(8 COMP O COVERAGES SHOULD BE MADE IN THE PAVEMENT CONSTRUCTION AREA WITH A ROLLER TO IMPF ) Q 2.CONTRACTOR SHALL RESTORE ALL ITEMS TO THE EXISTING CONDITIONS OR BETTER. ITEMS INCLUDE BUT UNIFORMITY AND INCREASE THE DENSITY OF TIE UNDERLYING SANDY SOILS. THE USE OF HEAV; Y o COMPACTION EQUIPMENT SHALL NOT BE UTILIZED DUE TO THE POTENTIAL FOR PUMPING OF THE b - NOT LIMITED TO CONCRETE DRIVEWAY. DRIVEWAY APRON. MAIL BOXES, DITCH, CONCRETE SIDEWALK. TREES, C!7 * g LANDSCAPING. UNDERGROUND UTI ITIES. ABOVEGROUND UTILITIES, AND GRASS. CLAYEY SOILS ENCOUNTERED, UNLESS APPROVED BY 17HE ENGINEER, 1. CONTRACTOR SHALL COMPLY WITH FEDERAL. STATE, AND LOCAL LAWS CONCERNING SAFETY AND SHOULD THE SUBGRADE SOILS EXPERIENCE PUMPING AND SOIL STRENGTH LOSS DURING THE COITIDP✓ RELATED ISSUES. CONTRACTOR SHALL ENFORCE COMPANY'S MINIMUM REQUIREMENTS FOR SAFETY 3.NO OPEN HOLES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR APPROVAL FROM CITY/COUNTY/FDOT. • i AND SHALL MONITOR TO ENSURE COMPLIANCE WITH ALL COMPANY SAFETY REQUIREMENTS. OPERATIONS, COMPACTION ACKFIL WORK SHOULD BE ALIMMEDIATELY FIL LS WHICH AND (1) THE DISTURBED,•• Z CONTRACTOR MAY ENFORCE ITS OWN SAFETY REQUIREMENTS TO THE EXTENT CONTRACTOR'S 4.THE DIRECTIONAL DRILL CONTRACTOR SHALL CONTAIN THE DRWNG MUD. BENTONITE CLAY. AND DISPOS REMOVED AND BAgXFlLLED WITH DRY STRUCTURAL Flll S(MLS WHICH ARE THEN COMPACTED. OR 19 . REQUIREMENTS DO NOT CONFLICT WITH THOSE OF THE COMPANY. OF THE MATERIAL PROPERLY AS REQUIRED BY ALL STATE AND FEDERAL REGULATIONS. THE CONTRACTOR IS EXCESS PORE PRESSURES WITHIN THE DISTURBED SOILS ALLOWED TO DISSIPATE BEFORE RECOMPA y •,�� • tJ ``� REQUIRED TO IMMEDIATLY SWEEP AND CLEAN UP ANY SPILL ONTO THE ROADWAY OR AREA OUTSIDE OF THE 2.IF UNSAFE CONDITIONS OR PRACTICES ARE DISCO THE E CONTRACTOR SHALL BE CONTAINMENT AREA. TO AVOID PUMPING OF THE UNDERPLAYING CLA YEY SUMS, SELF PROPELLED VIBRATING EQUIPMENT SH , RESPONSIBLE FOR TAKING IMMEDIATE CORRECTIVE ACTION. ANY ACCIDENT RESULTING IN INJURY OR REMAIN A MINIMUM OF 2 FEET ABOVE THE CLAYEY SOILS. THE SANDY SUMS WITHIN 2 FEET OF THE "I SOILS MAY BE COMPACTED WITH A VIBRATORY ROLLER. p1f111tf1111)1tt1 t ` DEATH TO PERSONS OR PROPERTY DAMAGE SHALL BE PROMPTLY REPORTED BY THE CONTRACTOR TO 5. ALL DRIVES DAMAGED OR OPEN CUT DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED THE FULL BE THE COMPANYS INSPECTOR. THE CONTRACTOR SHALL ALSO PROVIDE A WRITTEN REPORT OF EACH WIDTH OF THE DRIVE FROM THE EDGE OF PAVEMENT TO THE FURTHEST POINT OF DAMAGE. CONCRETE OPERATE IN THE STATIC MODE OR WITH A TRACK DOZER TO AVOID DISTURBING THE CLAYEY SOILS. A ACCIDENT TO THE INSPECTOR. DRIVES SHALL GO TO THE FURTHEST EXISTING CONSTRUCTION JOINT. ALL DRIVES SHALL BE SAW CUT. MINIMUM OF' 18 INCHES OF SAND SHALL OVERLAY THE CLAYEY SOILS PRIOR TO OPERATION OF ANY TYPE OF CONSTRUCTION EQUIPMENT. EXCESS DISTURBANCE OF THE CLAYEY SOILS WILL DEGRADE THE STRENGTH 3.IN ACCORDANCE WITH THE COMPANYS PIPELINE CONSTRUCTION SPECIFICATIONS, A CLEAN WORK 6. DRIVES SHALL BE REPAIRED WITH THE FOLLOWING: CHARACTERISTICS OF THE SOIL AND MAY RESULT IN AN UNSUITABLE SOIL WHICH WILL REQUIRE OVER AND PLACE SHALL BE MAINTAINED AT ALL TiMES. SUPPLIES AND WASTE MATERIALS SHALL BE MAINTAINED SUBSEQUENT BACKFILUNG WITH CLEAN FINE SAND FILL MATERIAL IN AREAS WHERE CLAYEY SOILS ARE IN AN ORDERLY MANNER AND AT A SAFE DISTANCE FROM WATER SUPPLES, ROADS, WALKWAYS. AND ASPHALT- ENCOUNTERED NEAR THE GROUND SURFACE OR ARE EXPOSED BY OVER EXCAVATION. AN INITIAL LIFT OF ANY AREAS REQUIRING PUBLIC ACCESS. TEMPORARY GUARD RAILS OR BARRICADES ARE REQUIRED 1-I" ASPHALT (S-1 OR S-3) ON STRUCTURAL FILL MAY BE PLACED PRIOR TO COMPACTION OF THE SUBGRADE SOILS. AROUND EXCAVATIONS. MANHOLES AND OBJECTS PROTRUDING INTO WALKWAYS OR ROADS. 6" LIMEROCK LBR 100 ON DUE TO THE PRESENCE OF THE NEAR SURFACE CLAYEY SOILS, THE SITE MAY BECOME DIFFICULT TO WORK 6" SUB-BASE STABILIZATION LBR 40. DURING WET WEATHER. IF CONSTRUCTION IS BEGUN DURING WET WEATHER, IT IS RECOMMENDED THE 4.ALL SAFETY CONTROL DEVICES FOR PUBLIC AND TRAFFIC SHALL BE FURNISHED AND BUILDING AND PAVEMENT SUBGRADES NOT BE DISTURBED OTHER THAN TO STRIP VEGETATION. ALL AND MAINTAINED BY THE CONTRACTOR IN STRICT COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS, CONCRETE- GRADING OPERATIONS SHOULD BE PERFORMED WITH A MINIMUM DISTURBANCE TO TIE SURFICIAL SOILS. IN ORDERS, RULES, AND REGULATIONS AND ANY ADDITIONAL SAFETY MEASURES REQUESTED BY THE 6" CONCRETE (3,500 PSI) ON THIS REGARD, IT IS RECOMMENDED THAT TRACK EQUIPMENT BE USED ON SITE. 0 00MPANYS INSPECTOR. 6" SUBBASE STABILIZATION LBR 40. CONTRACTOR SHALL MEET EXISTING DRIVE THICKNESS IF IT EXCEEDS THICKNESS ABOVE. 4. TEST THE SUBGRADE FOR COMPACTION AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 10.000 �> 5.THE CONTRACTOR SHALL GIVE DUE CONSIDERATION TO THE INTERESTS OF PROPERTY OWNERS AND SQUARE FEET. U �, Z TENANTS WHEREVER INVOLVED, ADHERE TO ALL RIGHTS-OF-WAY RESTRICTIONS AND PERMITS, AND EXERT ALL REASONABLE EFFORTS TO MAINTAIN GOODWILL FOR THE BENEFIT OF THE COMPANY. lA1 ON CON1I,. 5. PLACE FILL MATERIAL AS REQUIRED. THE FiLL SHOULD CONSIST OF CLEAN, FINE SAND WITH LESS THAN 1. CAUTION: ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE LOCATED PRIOR TO 10 PERCENT SOIL FINES. PLACE FILL IN UNIFORM 10 TO 12 INCH LOOSE LIFTS AND COMPACT EACH LIFT TO w 6.IN ACCORDANCE WITH THE COMPANYS PIPELINE CONSTRUCTION SPECIFICATIONS. THE CONSTRUCTION. A MINIMUM DENSITY OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. CONTRACTOR SHALL PROVIDE TEMPORARY APPROACHES TO AND FROM CROSSINGS OF PUBLIC ROADS, PRIVATE ROADS AND ENTRANCES THAT MAY BE OPENED FOR CONSTRUCTION, AND MAINTAIN THEM IN 2. VEGETATION CLEARING WILL BE KEPT TO THE ABSOLUTE MINIMUM NECESSARY FOR CONSTRUCTION. 6. CONTRACTOR SHALL OBTAIN RECORD /EVIDENCE OF ALL DUSTING FEATURES ViA VIDEO TAPING OR A SAFE CONDITIION. THE CONTRACTOR SHALL PREVENT UNDUE TRACKING OF MUD ONTO PUBLIC PHOTOGRAPHS PRIOR TO ANY CONSTRUCTION. Z z ROADWAYS. IF MUD IS TRACKED ONTO ANY PUBLIC ROAD, IT SHALL BE PROMPTLY REMOVED SO THAT 3. MATERIAL RESULTING FROM EXCAVATION WILL NOT BE PLACED IN SUCH A MANNER THAT IT IS IT DOES NOT CREATE A TRAFFIC HAZARD. DISPERSED BY CURRENT OR OTHER FORCES. THE MATERIAL SHOULD BE COLLECTED AND CONTAINED AT ONE SITE AS APPROPRIATE. 0 •� 4. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MAYS OR LOW GROUND PRESSURE uul 0 1. ALL BACKFILL OVER U7ILCIES LOCATED UNDER PROPOSED PAVEMENT AREAS SHALL BE COMPACTED EQUIPMENT USED DURING CONSTRUCTION TO LIMIT SOIL DISTURBANCE TO THE MINIMUM AREA REQUIRED PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125.8.3.• TO 98% OF THE MAXIMUM DENSITY PER TO INSTALL THE UTILITY. U C. AASHTO T-99. 5. NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL BE PLACED IN WETLANDS. LL v 2. ADJUSTMENT OF INLET TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 6. APPROPRIATE STATION AND EROSION CONTROLS WILL BE USED AND MAINTAINED IN EFFECTIVE F OPERATING CONDITION DURING CONSTRUCTION. AND ALL EXPOSED SOIL AND FILLS WILL BE PERMANENTLY 3. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM DRAINAGE FACILITIES AND STABILIZED AT THE EARLIEST PRACTICABLE DATE F� SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. 7. SEDIMENT CONTROL FENT (SILT FENCE) SHOULD BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE CONSTRUCTION. SILT FENCE WILL BE INSTALLED ALONG AND WITHIN THE RIGHT-OF-WAY LINE (12 4. THE OWNER RESERVES TIE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE FT. AWAY FROM THE EDGE OF THE RIGHT-OF-WAY), IF A BODY OF WATER OR POTENTIAL WETLAND IS SURFACE COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WiTH F.D.O.T. SPECIFICATIONS. LOCATED WITHIN 60 FT. FROM THE EDGE OF THE RIGHT-OF-WAY. ANY 01HER SITUATIONS WILL BE 5. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS APPROVED BY ENGINEER. oaa'.r QBMf THAN 12" BELOW BOTTOM OF BASE (F.D.O.T. INDEX NO. 205). 8. WHEN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH WILL BE BACK FILLED °"we GM( WITH TOP SOIL FROM THE TRENCH. a". Q" 9. EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND PLACE ON UPLAND AREAS E/18/2019 IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. ""' 615 asr.� 6 aM c I ~ coNTW1C1tR 4Q _ WHEN HE RELEASE HAS BEEN CONTAINED AND CLEANED UP, RESPONSE CLOSEOUT HE SITE SUPERVISOR SHALL ENSURE THAT: ACTIVITIES WILL BE CONDUCTED AT THE DIRECTION OF HE SITE t v v • SPILL KITS AND SPILL CONTAINMENT MATERIALS ARE AVAILABLE ON SITE AT ALL TIMES AND HAT HE SUPERVISOR/FOREMEN AND SHALL INCLUDE THE FOLLOWING: OaIIONLIIlaEQUIPMENT IS IN GOOD WORKING ORDER. • THE RECOVERED DRILLING FLUID WILL EITHER BE RECYCLED OR HAULED TO AN TABLE OF CONTENTS APPROVED FACILITY FOR DISPOSAL. NO RECOVERED DRILLING FLUIDS WILL BE INTRODUCTION AND PURPOSE • EQUIPMENT REQUIRED TO CONTAIN AND CLEAN UP A FRAC-OUT RELEASE WILL EITHER BE AVAILABLE AT DISCHARGED INTO STREAMS, STORM DRAINS OR ANY OTHER WATER SOURCE; 1.02.0 DESCRIPTION OF WORK THE WORK SITE OR READILY AVAILABLE AT AN OFFSITE LOCATION WITHIN 15-MINUTES OF HE BORE • ALL FRAC-OUT EXCAVATION AND CLEAN-UP SITES WILL BE RETURNED TO o Q E o 3.0 SITE SUPERVISOR/FOREMEN RESPONSIBILITIES SITE. • PRE-PROJECT CONTOURS USING CLEAN FILL, AS NECESSARY; t o 4.0 EQUIPMENT • ALL CONTAINMENT MEASURES (FIBER ROLLS, STRAW BALE, ETC.) WILL BE REMOVED, N° "'4 5.0 TRAINING PRIOR TO HE START OF CONSTRUCTION, THE SITE SUPERVISOR/FOREMEN, SHALL ENSURE THAT THE CREW UNLESS OTHERWISE SPECIFIED BY HE SITE SUPERVISOR/FOREMEN. 6.0 DRILUNG PROCEDURES MEMBERS RECEIVE TRAINING IN THE FOLLOWING: 6.1 VAC-TRUCK Z+// II1I 6.2 FIELD RESPONSE TO FRAC-OUT OCCURRENCE • THE PROVISIONS OF THE FRAC OUT CONTINGENCY PLAN, EQUIPMENT MAINTENANCE AND SITE SPECIFIC ill 6.3 RESPONSE CLOSE-OUT T PROCEDURES PERMIT AND MONITORING REQUIREMENTS. FOR SMALL RELEASES NOT REQUIRING EXTERNAL NOTIFICATION. DRILUNG MAY CONTINUE, I,;�' 6.4 CONSTRUCTION RE-START • INSPECTION PROCEDURES FOR RELEASE PREVENTION AND CONTAINMENT EQUIPMENT AND MATERIALS; IF 100 PERCENT CONTAINMENT IS ACHIEVED THROUGH THE USE OF A LEAK STOPPING 6.5 BORE ABANDONMENT • CONTRACTOR/CREW OBLIGATION TO IMMEDIATELY STOP THE DRILLING OPERATION UPON FIRST EVIDENCE COMPOUND OR REDIRECTION OF THE BORE AND THE CLEAN-UP CREW REMAINS AT ,It 7.0 NOTIFICATION OF THE OCCURRENCE OF A FRAC-OUT A TO IMMEDIATELY REPORT ANY FRAC-OUT RELEASES; HE FRAC-OUT LOCATION THROUGHOUT THE CONSTRUCTION PERIOD. �• 7.1 COMMUNICATING WITH REGULATORY AGENCY PERSONNEL 7.2 DOCUMENTATION • CONTRACTOR/CREW MEMBER RESPONSIBILITIES IN THE EVENT OF A RELEASE; FOR RELEASES REQUIRING EXTERNAL NOTIFICATION AND/OR OTHER AGENCIES, UI::' • OPERATION OF RELEASE PREVENTION AND CONTROL EQUIPMENT AND THE LOCATION OF RELEASE CONSTRUCTION ACTIVITIES WILL NOT RESTART WITHOUT PRIOR APPROVAL FROM THE 8.0 PROJECT COMPLETION AND CLEAN-UP CONTROL MATERIALS AS NECESSARY AND APPROPRIATE; AND PROJECT MANAGER AND ENVIRONMENTAL INSPECTOR. • PROTOCOLS FOR COMMUNICATION WITH AGENCY REPRESENTATIVES WHO MIGHT BE ON-SITE DURING THE ID ICCU0N A1 PI CLEAN-UP EFFORT. C•,• ABANDONMENT OF THE BORE WILL ONLY BE REQUIRED WHEN ALL EFFORTS TO DIRECTIONAL BORE OPERATIONS HAVE A POTENTIAL TO RELEASE DRILLING FLUIDS INTO r; W., HE SURFACE ENVIRONMENT THROUGH FRAC-OUTS. A FRAC-OUT IS THE CONDITION CONTROL THE FRAC OUT WITHIN THE EXISTING DIRECTIONAL BORE HAVE I�_ Z;• WHERE DRILLING MUD IS RELEASED THROUGH FRACTURED SUBSURFACE FORMATIONS FAILED. INTO THE SURROUNDING SUBSURFACE ROCK, CLAY OR SAND AND TRAVELS TOWARD THE THE FOLLOWING PROCEDURES SHALL BE FOLLOWED EACH DAY, PRIOR TO HE START O WORK. HE w SURFACE. DRILLING MUD'S CONSIST LARGELY OF A BENTONITE CLAY-WATER MIXTURE FRAC-OUT CONTINGENCY PLAN SHALL AVAILABLE ON-SITE DURING ALL CONSTRUCTION. THE SITE AND AS SUCH IT IS NOT CLASSIFIED AS TOXIC OR HAZARDOUS SUBSTANCES. HOWEVER, IN THE EVENT OF A FRAC-OUT THAT REACHES A WATER SOURCE, THE SITE IF DRILUNG MUD IS RELEASED INTO WATER BODIES, BENTONITE HAS THE POTENTIAL TO OCCUR. THSUPERVIE SITE SUPERVISOR/FOREMEN SHALL ENSURE THAT AR JOB BRIEFING MEETING IS IH LD AT THETO SUPERVISOR/FOREMEN WILL NOTIFY THE PROJECT MANAGER AND ENVIRONMENTAL ADVERSELY IMPACT FISH AND INVERTEBRATES. START OF EACH DAY OF DRILLING TO REVIEW THE APPROPRIATE PROCEDURES TO BE FOLLOWED IN CASE INSPECTOR. SO THEY CAN NOTIFY THE APPROPRIATE RESOURCE AGENCIES. ALL AGENCY WHILE DRILLING FLUID SEEPAGE ASSOGATED WITH AFRAC-OUT IS MOST LIKELY TO OTFEA FRAC- CREW ES OTHERPROJECTESTAFFWREDSANDNC CLARIFICATION GIVEN ON ANY PONT OVER WHICH NOTIFICATIONS WILL OCCUR WITHIN 24 HOURS AND PROPER DOCUMENTATION WILL BE OCCUR NEAR THE BORE ENTRY AND EXIT POINTS WHERE THE DRILL HEAD IS SHALLOW. ACCOMPLISHED IN A TIMELY MANNER. THE FOLLOWING INFORMATION WILL BE PROVIDED:`+++ FRAC-OUTS CAN OCCUR IN ANY LOCATION ALONG A DIRECTIONAL BORE. THIS 1. NAME AND TELEPHONE NUMBER OF PERSON REPORTING; + FRAC-OUT CONTINGENCY PLAN (FCP) ESTABLISHES TION PROCEDURES AND DRILLING PRESSURES SHALL BE CLOSELY MONITORED SO THEY DO NOT EXCEED THOSE NEEDED TO 2. LOCATION OF THE RELEASE; � ••.......• RESPONSIBILITIES FOR THE PREVENTION, CONTAINMENT, AND CLEAN-UP OF FRAC-OUTS PENETRATE HE FORMATION. PRESSURE LEVELS SHALL BE MONITORED RANDOMLY BY THE OPERATOR. 3. DATE AND TIME OF RELEASE; ASSOCIATED WIN THE PROPOSED DIRECTIONAL DRILLING UTILITY PROJECT OF TECO PRESSURE LEVELS SHALL BE SET AT A MINIMUM LEVEL TO PREVENT FRAC-OUTS. DURING THE PILOT BORE, TYPE AND QUANTITY, ESTIMATED SIZE OF RELEASE; a • Peoples Gas. ALL PERSONNEL AND SUB—CONTRACTORS RESPONSIBLE FOR HE WORK MAINT AIN THE DRILLED ANNULUS. CUTTERS AND REAMERS WILL BE PULLED BACK INTO REVIQUSLY-DRILLED 4.5. HOW THE RELEASE OCCURRED; 6. THE TYPE OF ACTIVITY THAT WAS OCCURRING AROUND THE AREA OF TI MUST ADHERE TO THIS PLAN DURING HE DIRECTIONAL DRILLING PROCESS. SECTIONS AFTER EACH NEW JOINT OF PIPE IS ADDED. FRAC-OUT; W �' THE SPECIFIC OBJECTIVES OF THIS PLAN ARE TO: EXIT AND ENTRY PITS SHALL BE ENCLOSED BY SILT FENCES AND STRAW. A SPILL KIT SHALL BE ON SITE 7. DESCRIPTION OF ANY SENSITIVE AREAS, AND THEIR LOCATION IN RELATENJ Q E _ AND USED IF A FRAC-OUT OCCURS. A VACUUM TRUCK SHALL BE READILY AVAILABLE ON-SITE PRIOR TOFRAC-OUT; .111 Z (STRAW. 8. DESCRIPTION OF THE METHODS USED TO CLEAN UP OR SECURE THE Siff. c • MNIMIZE THE POTENTIAL FOR A FRAC-OUT ASSOCIATED WITH DIRECTIONAL DRILLING AND SILL KIITLL ILUNG S, ETC.) SHALQUS.BE STAGEDIMONTSI E AT LOCATION WHERE THEY AREREADILY GS 9. LISTING OF THE CURRENT PERMITS OBTAINED FOR THE PROJECT. � . 4•;�� 0 ACTIVITIES; AVAILABLE AND EASILY MOBILIZED FOR IMMEDIATE USE IN THE EVENT OF AN ACCIDENTAL RELEASE OF • PROVIDE FOR THE TIMELY DETECTION OF FRAC-OUTS; •.• • PROTECT THE TIMELYENVIRONMENTALLY SENSITIVE RIVERBED AND ASSOCIATED RIPARIAN DRILLING MUD (FRAC-OUT). IF NECESSARY. BARRIERS (STRAW BALES OR SEDIMENTATION FENCES) BEEN •. • VEGETATION; THE BORE SITE AND THE EDGE OF THE WATER SOURCE. SHALL BE CONSTRUCTED, PRIOR TO DRILLING, TO ALL EMPLOYEES AND SUBCONTRACTORS WILL ADHERE TO HE FOLLOWING PROTptL5�jh •.,����•.• • • ENSURE AN ORGANIZED, TIMELY, AND "MINIMUM-IMPACT" RESPONSE IN THE EVENT PREVENT RELEASED BENTONITE MATERIAL FROM REACHING THE WATER. WAGENCPEREITTING REGULALL TORY E ADEN TO COMPLY WICY PERSONNEL TH APVE PROPRIATE SITE. ATE REGULATOR , A SAFETY OF A FRAC-OUT AND RELEASE OF DRILLING BENTONITE, AND • ENSURE THAT ALL APPROPRIATE NOTIFICATIONS ARE MADE IMMEDIATELY TO THE ONCE THE DRILL RIG IS IN PLACE, AND DRILLING BEGINS, HE DRILL OPERATOR SHALL STOP WORK AND PPE. COMMUNICATION AND COORDINATE WITH REGULATORY AGENCY PERSONNEL �u/qulmu CUSTOMER, MANAGEMENT AND SAFETY PERSONNEL WHENEVER HE PRESSURE IN THE DRILL RIG DROPS, OR THERE IS A LACK OF RETURNS IN THE ENTRANCESHALL PIT. AT THIS TIME THE SITE SUPERVISOR/FOREMEN SHALL BE INFORMED OF THE POTENTIAL FRAC—OUT. THE BE PERFORMED ENVIRONMENBAL ONLY (NONTRACTOR, EN RCXdMENTALODINSPECTOR AND/OREMEN. THE 7 SITE SUPERVISOR/FOREMEN AND THE DRILL RIG OPERATORS) SHALL WORK TO COORDINATE THE UKELY COMPANY REPRESENTATIVE. �yR LOCATION OF THE FRAC-OUT. HE LOCATION OF THE FRAC-OUT SHALL BE RECORDED AND NOTES MADE AND MEASURES TAKEN TO ADDRESS THE C ON THE LOCATION CONCERN. THE FOLLOWING SUBSECTIONS SHALL 7Q Il DRILLING OPERATIONS WILL BE HALTED BY THE DRILL RIG OPERATORS IMMEDIATELY BE ADHERED TO WHEN ADDRESSING A FRAC-OUT SITUATION.FRAC-OUT. THE SITE SUPERVISOR/FOREMEN SHALL RECORD THE FRAC-OUT EVENT IN UPON DETECTION OF A DROP IN DRILLING PRESSURE OR OTHER EVIDENCE OF A THE CLEAN-UP OF ALL SPILLS SHALL BEGIN IMMEDIATELY. MANAGEMENT & WATER CONTAINING MUD, SILT. BENTONITE. OR OTHER POLLUTANTS FROM EQUIPMENT WASHING OR OTHER HIS OR HER DAILY LOG. THE LOG WILL INCLUDE THE FOLLOWING DETAILS ENVIRONMENTAL INSPECTOR SHALL BE NOTIFIED IMMEDIATELY OF ANY SPILLS AND SHALL BE CONSULTED REGARDING CLEAN-UP PROCEDURES. A SPILL KIT SHALL BE ACTIVITIES, SHALL NOT BE ALLOWED TO ENTER A LAKE, FLOWING STREAM OR ANY OHER WATER SOURCE. OTHE AREA N THE RELEASE EVENT, INCLUDING AN OF THE CLEAN-ESTIMATE OF THUP E AMOUNT OF ON-SITE AND USED IF A FRAC-OUT OCCURS. A VACUUM TRUCK AND CONTAINMENT THE BENTONITE USED IN HE DRILLING PROCESS SHALL BE EITHER DISPOSED OF AT AN APPROVED BENTONITE RELEASED, THE LOCATION AND TIME OF RELEASE, THE SIZE OF MATERIALS, SUCH AS STRAW BALES, SHALL ALSO BE ON SITE PRIOR TO AND DURING DISPOSAL FACILITY OR RECYCLED IN AN APPROVED MANNER. OTHER CONSTRUCTION MATERIALS AND LOG AREARIM ACTED,AAO INCLUDE SUCCESS THE' TYPE TY A TTHAN WAS HALL T SITUATION AND DIRECT RECOMMENDED MITIGATION ACTIONS, BASED ON THE THE WASTES SHALL BE RECYCLED, OR DISPOSED OF, AS APPROPRIATE. OCCURRING AROUND THE AREA OF THE FRAC-OUTI DESCRIPTION OF THE ALL OPERATIONS. THE SITE SUPERVISOR WILL CONDUCT AN EVALUATION OF THE METHODS USED TO CLEAN UP OR SECURE THE SITEI AND A LISTING OF THE CURRENT PERMITS OBTAINED FOR THE PROJECT. U FOLLOWING GUIDELINES. Q,Y _ • IF THE FRAC-OUT IS MINOR, EASILY CONTAINED, HAS NOT REACHED THE SURFACE A VACUUM TRUCK SHALL BE STAGED AT A LOCATION FROM c AND IS NOT THREATENING SENSITIVE RESOURCES, DRILLING OPERATIONS MAY RESUME AFTER USE OF A LEAK STOPPING COMPOUND OR REDIRECTION OF THE WHICH IT CAN BE MOBILIZED AND RELOCATED SO THAT ANY U d WITH BORE. PLACE ALONG THE DRILL SHOT, CAN BE REACHED BY THE . ALL MATERIALS AND ANY RUBBISH-CONSTRUCTION DEBRIS SHAL BE REMOVED A • IF THE FRAC-OUT HAS REACHED HE SURFACE, ANY MATERIAL CONTAMINATED APPARATUS, WITHIN 10 MINUTES OF A FRAC-OUT. FROM THE CONSTRUCTION ZONE AT THE END OF EACH WORKDAY; BENTONITE SHALL BE REMOVED, CONTAINED AND PROPERLY DISPOSED OF. AS • SUMP PITS AT BORE ENTRY AND EXITS WILL BE FILED AND RETURNED TO NATURAL Z a+ a REQUIRED BY LAW. THE DRILLING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADE; AND ENSURING THAT THE BENTONITE IS EITHER PROPERLY DISPOSED OF AT AN • ALL PROTECTIVE MEASURES (FIBER ROLLS, STRAW BALE, SILT FENCE, ETC.) WILL BE W APPROVED DISPOSAL FACILITY OR PROPERLY RECYCLED IN AN APPROVED MANNER. THE RESPONSE OF THE FIELD CREW TO A FRAC-OUT RELEASE SHALL BE IMMEDIATE AND IN ACCORDANCE REMOVED UNLESS OTHERWISE SPECIFIED BY THE SITE SUPERVISOR/FOREMEN. Z Z J" d HE SITE SUPERVISOR SHALL NOTIFY AND TAKE ANY NECESSARY FOLLOW-UP WITH PROCEDURES IDENTIFIED IN THIS PLAN. ALL APPROPRIATE EMERGENCY ACTIONS THAT DO NOT POSE � r0r E- RESPONSE ACTIONS IN COORDINATION WITH AGENCY REPRESENTATIVES. ADDITIONAL THREATS TO SENSITIVE RESOURCES WILL BE TAKEN, AS FOLLOWS: CO • DIRECTIONAL BORING WILL STOP IMMEDIATELY; •� 0 € • THE BORE STEM WILL BE PULLED BACK TO RELIEVE PRESSURE ON FRAC-OUT; 8 • THE SITE SUPERVISOR/FOREMEN WILL BE NOTIFIED TO ENSURE THAT MANAGEMENT AND ENVIRONMENTAL THE STE SIPERWSOR/FOREMEN HAS OVERALL RESPONSSUIY FOR IMPLEMENTING • THIS FCP.THE S7E INSPECTOR IS NOTIFIED, ADEQUATE RESPONSE ACTIONS ARE TAKEN AND NOTIFICATIONS MADE; (- 0 SPERWSOR/FOREmEIN WILL ENSURE THAT ALL EMPLOYEES ARE TRAINED PRIOR TO ALL DRELW THE SITE • THE SITE SUPERVISOR/FOREMEN SHALL EVALUATE HE SITUATION AND RECOMMEND HE TYPE AND LEVEL SPERWSOR/FOREMEN SHALL BE NOTIFIED IMMEDIATELY WHEN A FRAC-OUT IS DETECTED.THE STE 9 IF I TRESPONSE SPA C WARRANTED,MINOR, EASILY CONTAIING THE LE LEVEL NOTTIFICATION REACH D RTHQEUIIRED;SURFACE AND IS NOT d o THE[RAE-OUT, WILL BE RESPONSIBLE FOR ENSURING THAT THE ENW(ROMENTAL IMSPECTPOR IS AWARE OF • THREATENING SENSITIVE RESOURCES, A LEAK STOPPING COMPOUND SHALL BE USED TO BLOCK THE Q" v THE FRAC-OUT, ORDIN IN PERSONNEL,RESPONSE,CLEANUP,REGULATORY AGENCY NOTIFICATION AND �wj F COORDINATION TO ENSURE PROPER CLEAN-LIP,DISPOSAL OF RECOVERED MATERIAL AND TIMELY REPORTING OF THE FRAC-OUT. IF THE USE OF LEAK STOPPING SHALL BE REDIRECTED TO A NEW LOCATION COMPOUND THE DESIRED DRILLUPATHSWHERE THE FRAC-OUT HAS ILL INCIDENT. THE STE SPERWSOR/FOREMEN SHALL ENSURE ALL WASTE MATERIALS ARE PROPERLY CONTAIERIZED, LABELED.AND REMOVED FROM THE E STE TO AN APPROVED DISPOSAL FACILITY BY PERSONNEL OPER1ENCED IN NOT OCCURRED;. IF THE FRAC-OUT HAS REACHED HE SURFACE, ANY MATERIAL CONTAMINATED WITH BENTONITE SHALL QI THE REMOVAL.TRANSPORT AND DISPOSAL OF DRILLING MUD. BE REMOVED, CONTAINED AND PROPERLY DISPOSED OF, AS REQUIRED BY LAW. A DIKE OR BERM MAY THESE SPERWSOR/FCUREMEN SHALL BE FAMILIAR WITH ALL ASPECTS OF THE DRIWNG AC11W T 1Y,THE CONTENTS BE CONSTRUCTED AROUND THE FRAC-OUT TO ENTRAP RELEASED DRILLING FLUID, IF NECESSARY. OF THIS FRAC-OUT CONTINGENCY PLAN AND THE CONDITIONS OF APPROVAL UNDER WHK7f TFI ACIHE S CLEAN SAND SHALL BE PLACED AND THE AREA RETURNED TO PRE-PROJECT CONTOURS. • IF A FRAC-OUT OCCURS. REACHES THE SURFACE AND BECOMES WIDESPREAD, THE SITE PERMITTED TO TAKE PLACE THE SITE SLPERMSOR/FOfEMEN SIAM-HAVE THE AUTHORITY TO STOP WORK AID SUPERVISOR/FOREMEN SHALL AUTHORIZE A READILY ACCESSIBLE VACUUM TRUCK AND BULLDOZER COMMIT IT THE RESOURCES(PERSONNEL AND EOIIPMENT)NECESSARY TO IMPLEMENT THIS PLAN. THE SITE STORED OFF-SITE TO BE MOBILIZED. HE VACUUM TRUCK MAY BE EITHER POSITIONED AT EITHER END °1 q SUPERWSOR/FOREMEN SHALL ASSURE THAT A COPY OF THIS PLAN IS AVAILABLE(ONSTE)AND ACCESSIBLE TO OF THE LINE OF THE DRILL SO HAT THE FRAC-OUT CAN BE REACHED BY CREWS ON FOOT, OR MAY •i•.r GAIG ALL CONSTRUCTION PERSONNEL THE STE SUPERMSOR/FOREMEN SHALL ENSURE THAT ALL WORKERS ARE BE PULLED BY A BULLDOZER, SO THAT CONTAMINATED SOILS CAN BE VACUUMED UP. ,.• qNm PROPERLY TRAINED AND FAMILIAR NTH THE NECESSARY PROCEDURES FOR RESPONSE TO A FRAC-OUT,PRIOR TO ah 2/16/2018 COMMENCEMENT OF DRILLING OPERATIONS 615 •.& .., Q4 ER}SION CONTROL N^TEC X10 �c .. GENERA:.. THE CONTRACTOR SHALL PROVIDE ALL.. LABOR, EQUIPMENT to CES NEEDED TO ENSURE • F ADEQUATE EROSION A,VD SEDIMENT CONTROL CONTROL MEASURES. TOOLS. MATERIALS AND SErcY_ < B. THESE MEASURES SHALL CONFORM TO THE PLANS AND to 0, SPEC,FlCATION'5 AND ALL STA c AND LOCAL REQU'RSMEN2"24 ?S. /�-ANCHOR BALES WITH ANCHOR WOOD STAKES C <" PER BALE ; 2. EARTH MOVING ACT;VITIE-S c) THE CONTRACTOR SHALL EXERCISE CARE TO PRESERVE THE 'B "K SALES TO NATURAL LANDSCAPE AND SHALL CONDUCT HIS/HER O BBUUALE EACH FL^vW COWS TON O.ERA7'ON SO AS TO PREVENT ANY UNNECESSARY M = �W. OTHER .-' ~�� DESTRUCTION,N, SCARRING OR DEFACING OF THE NATURAL I - - Y S R UNDNG IN THE bCIR OF FyO Y t' L t! WHERE C EARIHC S REQUIRE '7R o THE WORK AREA. EXCEPT E MAV CNOW ROADS OR FOB NT WORK. FOR z A V:W r 1 4' P R 1' ALL TREED S, NATIVE SHRUBBERY A D VE ETATOON SHALL BE AVAOON BATONS, / Zr ! E: FT. SLt,PE !��}1 PRESERVED AND SHALL E PROTECTED FROM DAMAGE WHICH MAY �l y \ �• '~LAND - \ w i< t---I BE _ALSLD BY THE CONTRACTOR S CO15'RU..^CN CPERAT?ONS \UO:• l;�, .4 y t-i • N y AND EQUIPMENT ;s= y y" R/W LINE-- DL.r� ! < D} TCPSOI SHOULD BE TAKEN FROM THEC.CNSTR'JCTiOV AREAS AND �l1? PLACE OIL BY SO - BE STOCKPILED FOR REUSE INF,S SUED GRADING. J; y JEC ( _ A _ SHOVEL AND LIGHTLY STOCK LES SHO L BE PACED SO AS NOT 7T TION (-;A 2x2 WOOD COMPACT ALONG UPSTREAM AND SEDIMcTJT ;C THE CCNSrrtUCTON. THE STOCKPILES ,\/�, STAKE EDGE OF BALES SHOULD BE MULCHED AN11OR SEEDED WHEN EXPOSED BEYOND U';"• y y `�'. \—25 VlETLAND Si-==PEER I • y y ,`_ •,\\ F'- 3 L //�/! SLOPE 7!r 4 w I �, THIR'Y 30 D 1�R SOD�EC Wi.H!h `—WETLAND y y y/%,' ! }t / TIME OF YEAR IS NOT CONOUGNE FOR PERMANENT SEEDING, A W"• c.. $A:PORAiVY MULCH ANOJOR SEEDING SHOULD BE USED. fi ltj W:: f. .� l Q S TYP. W IN_'ECT AND REPAIR BARRIERS DAILY Z:• W �y ' y y ylf 'f FLew y� z TYPE "R" SECTION TS. z rI� y y y ��• �'--'.i`� �I — MAINTENANCE _ W y y y ' j 1/b HAY DER aT REPAIR ALL DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION f` ----W' -----i C; _) —"—T r� EQUIPM N7 AT OR BEFORE ?HE END F EACH WORKDAY r? b} S MEN"SHALL BE REMOVE FROM < MP AREAS. THE S'_"D7MENT ( e + N.T.S. SHAL BE PLACED IN SUC A lg N,%Ek THAT I W,! NOT ERODE v y y ` lT� vt FROM THE SITE. SEDIMENT SHALL NOT BE DEPOSITED THE R C_;.ED ttpt 11111 I ITlppTTT J 4''• R 1 112 DOWNSTREAM FROM THE EMBANKMENT OR :N OR AWI ACEN7 TO A ' At }T/iTT, '-' v _ STREAM OR FLOOD PLAIN. ,Lr,n ct AFTEP, CONSTRUCTOR IS COMPLETED AND AREAS ARE SEEDED `���� •��.. . a i i t STAKED SILT FENCE OP. ; TYPE 8 AND/OR SODDED, MAINTENANCE IS L'At1TED TO VISUAL lNSPECflON5�. y y y - } HAY BALE SILT BARRIER •�••• •••••I' ON A ROUTINE BASIS. � ,J' II.. q ALONG ENTIRE WETLAND ` .• ' L i PERIMETER. `+' v- y y (, DURING, CONSTRUCTION ) r- 44....�� • 1'`*� I 1 I4' NOTE: WRAP GRATE ( TOP AND BOTTOM ) WITH _� •G �k e + 1;2 PREMGLCED DRAINAGE FLCw —i\ FILTER FABRIC. y' MIRAFI 140 OR APPRO'V'ED EQUAL ) Z c) Y 4" R EXPANSION JOINT DIREGTIQN \` ? ` Z = w � MATERIAL z T ,W NOTES: • �• �`; 1. SIDEWALKS TO BE 4" MIN PORTLAND CEMENT CONCRETE, MIN. 3000 P.S.I. •••• • o�� 0 28 DAYS. 2. BASE TO BE A MINIMUM e" OF CLEAN SAND OR SANDY LOAM, �----'_ � FULLY COMPACTED, FULL WIDTH. • �i�� 3. SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE. ,,��� u 4. REPLACING EXISTING. COQUINA CONCRETE SIDEWALK iMTHIN THE HISTORIC _ DOWNTOWN WITH APPROVED COQUINA SHELL CONCRETE MIX PER CITY REQUIREMENT. -� STAKE? FILTER FABRIC USE STAKED HAY BALES AS ALTERNATE WETLAND PROTECTION SIDEWALK RESTORATION DETAIL PROTECTION OF INLET'S N.T.S. N.T.S. N.T.S. BOTTOM Of SWALE Ci! FLOW 9/ M1 PLAN EXTENSION OF FABRIC NEW ! INTO THE TRENCH OPTIONAL POST 70. POSTICN VERTICAL 1 \ 0 f� w A, ti PRINCIPAL POST O., 2iisrTOWN (CANTED DFLOW) O V) FILTER FILTER FABRIC 20• TOWARD ROY/) � FABRIC BACKFILL STAKE �� .`/jJt ., '`r.•! - ��`�� 7•x•1�-c1{{II I J \4`�}�. - j" tA�i I.�l T SEED aN M LCH I SENEDRA�DMULCH - ' W ELEVATION i,l yy SOD O W �� CCNSTRUCTpN OF A "t i SILT FENCE '���DETAIL A V `"• l/2 I w a SECTION U I. FILTER BARRIERS MUST BE INSTALLED,AS INDICATED HEREIN,PRIOR TO CONSTRUCTION. EW-• 2. FILTER BARRIERS SHALL NOT BE INSTALLED FL ANY CONFIGURATION THAT BLOCKS �'- CULVERT THE THROAT OF ANY STORMWATER INLET. T. INSPECTIONS AND REPAIRS TO BARRIERS SHALL BE MADE DALY py NOTES: {I S. FILTER 9ARRIER5 SHALL NOT BE REMOVED UNTIL APPROVED BY ENGINEER. 1. WHERE SLOPE OF EXISTING/FINISHED GRADE IS GREATER THAN 1 VERTICAL TO 3 HC•RIZGNTAL, SOD TO LIMITS OF TRENCH. 2. MAINTAIN EROSION CONTROL MEASURES UNTIL NEW TURF GROWTH IS ESTABLISHED. c STAKED SILT BARRIER OHM (DURING CONSTRUCTION ONLY) RESTORATION OF TRENCH LOCATED IN DRAINAGE SWALE �� cc N.T.S. N.T.S. aW ZA815 615 a■ET w.: O2 I MI • TOP OF BANK- T`TYPICAL CULVERT -- Tr"'E S-t OP S-III h N g WATER /`,f8"TO 1 4" A.S^-HALTIC ONO. "•'\e "�^� a CROSSING AAA 1 I y W'11�7G 2" EXIST. PAVEMENT (COMPACTED} 'i , FLOWLINE OF DITCH , p o� yyq FRAC TANK v v p v p p p p p p D•[�., ��- t� � 3` NDER DITCH, 18 NDER CULVERT i P TO 38" IAMETER. LIMERCCK BASE v v p p p o n v o v 8 MIN. 3' UNDER C LVERT5 LARGER THAN 35' DIAMETER (LBR .AASHTO i-18 ,C-N C = a 12" MIN. H1J -� I N Fes—12 MIN. PROPOSED GAS LINE VACUUM rPUCK \ b c= I CULVERT ` SOIL CUTTINGS & \ DIG ( EXCESS DRILL MUD 98% MAX. DENSITY TOP OF BANK BOREL= LINE)PIT AASHTO T-180 PO MITERED END MITERED END 5,.•. FLOW LINE OF DITCH CULVERT PIPE - - - - - - - - - - _ MINIMUM 25' SILT SCREEN SETBACK y 3' UNDER DITCH, 18" UNDER C LVERT UP TO 36" DIAMETER., AS REQUIRED W LAND I ::: 1 3' UNDER CULVERTS LARGER THAI 3E" CIAMETER LIMIT CONCUIT OR PIPE PIPE BEDDING !��I �ffj/,3�• PROPOSED GAS LINE ) W ( PARALLEL TO CULVERT } WORK SPACE: 30` x 75• SOIL ONLY T2 (MEDIUM SIZE RIGS)TYPICAL DITCH OR CULVERT CROSSING PROFILES MLN. MIN.STANDARD PAVING REPAIR DETAIL 0- N.T.S. DIRECTIONAL BORING EQUIPMENT LAYOUT o N.T.S. ``` " ,u,II,IINriIl,nn ,/ ,,lit IC.4 N.T.S. -. 6 n/ BORING UNIT !Q �� \ •• • 'Y HEADWALL TYPIOAI RR14'EWAY MIN. MIN. MAY.IMUM SLOPE _ '1� (� (Y TOP OF E.1NK CROSSING HEADWALL EXISTING PAVEMENT - /;r BORE FOR NATURAL j1 \ V i !� FLOW LINE OF iDITC" 7 ..uLVERT PIPE- CONTINUATKSN OF OPEN TRENCH \\� -\ ` / —�— �---- •� GAS MAIN __ -___-_..- 3 UNDER DITCH, 18" LINGER CULVERT \ %jam / ��� // \�,1 PRGPOSED NATURAL C-AS MAIN '�� /1 • � \�� / \f LDRILL STRING \\�f � j\ �UTILRY ACCESS PR ( IF REQUIRED } �i�i`�� •••••.••• • ```� - \ EXISTING UTILITY \�;� 11fo, ONNNN ACCESS PR EXISTING FUTILITY PROPOSED GAS LINE TYPICAL ROADWAY AND DRIVEWAY DIRECTIONAL BORE DETAIL 'UIIHIIlHilt PARALLEL TO CULVERT j N.T.S. TYPICAL DRIVEWAY AND MINOR ROAD CROSSING N.T.S. j 5wR0r_ NOTE& f - - - NOTE METAL COVER W/ MARKER POST, TRACER WIRES LOCATE OST AT EACH VALVE CLUSTER.EACH t COLLAR TO BE FLUSH W/ALL IPING CHA.N E OF DIRE TION EVERY 500'MAXIMUM EXISTING ASPHALT SURFACE CO�RSE PAVING&SIDEWALK .=HARKING-GA5' EXTEND UP POST AND ATTACH SPACING, AND AS SHOWN GN RO:ECT DWGS. /- 8'LIFTS - TO TERMINALS IN CAP.'GAS` EXISTING EASE OUR`;E #t TYPE$-1 OR S-III ASPHALTIC CONCRETE PATCH SHALL BE Q SURFACES 2"CHAMFER ON ALL 2.LOCATION Gf MARKER ON PLAN MAY BE EXISTING STABILIZED SUBGRADE-/ / -t 12' LIFTS CONSISTENT MN THE EXISTING SURFACE COURSE THICKNESS (� CCX.L.ARS W/EARTH. WRITTEN ON POST. POST COLOR RUXJSTEO CRSITE TO AVOID OTHER UNFORESEEN ` - - - - - BUT NO LESS THAN 1 1/2 INCHES M-BCHEVER IS GREATER SHALL BE'YELLOSY'FOR GAS. CONFLICTS AN'D ESTHETIC REASONS. FILL MATERIAL.SHALL BE PLACED IN NO GREATER THAN 12 INCH AND SHALL MATCH THE EXISTING ROADWAY CROSS SLOPE. c FlNISFI GRADE LIFTS UP TO 2 FEET BELOW BOTTOM SURFACE Cf LIMBRO K. REMAINING LIFTS SHALL THA N 8 INCH LIMEROCK BASE COURSE SHALL BE TWO TIMES THE EXISTING - . -. LIFTS.COMPACTED DENSITY SHALL BE NOT LESS THAN 95 PERCENT j LIMEROCK THICKNESS OR 12 INCHES MINIMUM, €„ OF THE MAXIMUM DENSITY OBTAINED USING OD THE MODIFIED PROCTOR / (/ COMPACTED IN NO GREATER THAN 8 INCH LIFTS AT A Cl) ►.1 y" METH .MINIMUM BEARING SHALL BE BASE.?ON AN LEN OF 40. ` DENSITY OF NOT LESS THAN 98 PERCENT OF THE MAXIMUM J a1 (xT 1 DENSITY OBTAINED USING THE MODIFIED PROCTOR METHOD 0 � G TRACER WIRES ARE 1100 BLACK Y 10 SLOPE AS NECESSARY DEPENDING 04 E TH OF CUT.SOIL (EACH LAYER) MINIMUM ?FARING SHALL BE BASED ON AN �`l L„� AW GAUGE TW4 WIRES. TYPE.AND APPLICABLE SAFETY REGULATIONS, f LBR OF 100. s_, ri• y' LiJ � tE, PIPE BEDDING SHALL RE A..LASS`B'BEDDING MINIMUM SLEEVED UTILITY INSTALATIONS. •X MIN. URAMNG SYMHCI\ / O Q. MINIMUM COVER FROM TOP OF STORM DRAIN TO TOPJ OF FINISHED SURFACE SHALL BE 15 INCHES ! py B iii MINIMUM::OVER FROM TOP OF WATER &SEWER PIPE O ,\ ONCRETE FINISH'RAGE TO TO OF FINISHED SURFACE SHALL BE 36 INCHES (�I II , ', '�-_ "_`� y COLLAR z 0 - ____________________________ W 0 AnjUSTABIE MIS. 7, CHAMFER VALVE BOY r T EDGE NOTES: Ij JAS ! , OPEN ROAD CUTS ARE GENERALLY NOT AN ACCEPTABLE MEANS OF CONSTRUCTION UNLESS APPROVED IN ADVANCE PIPE DIAMETER -C, 0 t J, I 111:1 .A BY THE DEVELOPMENT REVIEW DEPARTMENT AND /OR THE ENGINEERING RIGHT OF WA ON. SEE NOTE#3. OR SPAN WIDTH X. W eo . ,� - I z 1 1 2 XI MATERIALS MIX PROPOR11:W 5.?ROOD TIGN, PLACI<YC. CONSTRUCTION REO,,IREJRENTS.AND CEPTANCE OF PLOWABLE 5 T2 12'INCHES \ \// ALL SHALL BE IN ACCORDANCE WITH THIS MANUAL. 5 30' 30 INCHES III IGAS COOK ~.. -.- ./ �-.',. 3. ALL OPEN 4 CUTS SHALL REQUIRETI A PERMIT ANC A 48 HOUR ADVANCE NOTICE P THE INSPECTION TAFFSTAFF PRIOR TO 42" 42"INCHES WARN 4:;TAPE COMMENCEMENT OF CONSTRUCTION. A REPRESENTATIVE FROM THE HIGHWAY INSPECTION STAFF MUST BE PRESENT AT SQI GAS UNE IF APPLICABLE THE TIME OF INSTALLATION OF THE UTILITY. 5 48' 48'INCHES J4. PUBLIC SAFETY SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH THE PROVISIONS OF PART 4, S 50 5O"INCHES r..� G: hf WORK ZONE TRAFFIC CONTROL,OF THE MANUAL GF UNIFORM TRAFFIC CONTROL DEVICES. T�lI IE;T PIPE > EO' 83'INCHES 5. THE CONTRACTOR SHALL PROVIDE TO THE HIGHWAY INSPECTOR CERTIFICATION OF THE MIX DESIGN FROM THE } SLIPPIER AT THE TIME OF CONSTRUCTION. "-TEE �•R Q� SE TI GI V 8 ANP OVERLAY LA UPN TO TW 100 IS REQUIRE ON ALL:PEN ROAD CUTS AND WILL BE DETERMINED AT THE TIME OF PERMIT �� G, GAS MAIN L `�E�TIOR TRENCHING DETAIL GAS VALVE BOX DETAIL MARKER POST WITH TEST BOX DETAIL 2,'19/2018 N.T.S. 915 N.T.S. N.T.S. __ cu HOWONIM..O CDONAL DNN,L H07M 7!8 PIER 001/110N.Y 1 �Nl► o R PERMITS: PERMITS FOR ALL WORK WITHIN FOOT,COUNTY.CITY, AND SUBMERGED LAND OF THE STATE OF FLORIDA RIGHTS-OF-WAY CSMiCl1ON ENTRAMEIS �� i p ° SHALL BE OBTAINED BY THE OWNER. 1H=CONTRACTOR SHALL VERFY THE EXISTENCE OF ALL PERMITS BEFORE COMMENCEG ANY •REMOVE VEGETATION, ROOTS,AND OTHER MATERIAL FROM ENTRANCE. t . . •LAY DOWN GEOTEXiHE THEN 6 NCHES OF FOOT NO. 1 COURSE AGGREGATE ON TOP. = j WORK ON THE PROECT. THE CITY/COUNTY/FDOT RMSENTA71W MUST BE NOIFED 48 HouRs(MANIMtgF)IN ADVANCE OF STARLING • �� 1FE DRILLING WORK. TIE Di1ECA PROPER BORE SHALL NOT BEGIN UN1L THE PR ER PREPARATIONS(SEE DRLL PLAN)FOR THE •THE LQNGIH ff FNTRANt£►LUST BE AT LEAST 50 FEEL OPERATION HAVE BEEN COMPLETED. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY •MAINTAIN AS NEEDED TO PREYfNT TRACKING OR FLOW CF MUD ONTO PUBLIC RIGHTS—CF—WAY. U `. T RECULA110NS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. •INSTALL SLNSTAL WTH W 24 HOURS OF LAND DISTURBANCE RECORD DRAWINGS: SUBMIT FOR THE CTYS APPROVAL THE AS—BUST RECORDS IN DUPLICATE TO THE CrY/COUNTY/FDOT •BURY 8 INCHES ( FABRIC IN TWIS1RENT H. Q `Z •LEAVE NO GAPS(OVIRLAP OR TWIST ENDS TOGETHER). REPRESENTATIVE WITHIN FIVE DAYS AFTER COMPLETING THE PULL BACK Qr c.� q cz a •MAINTAIN AND REPAN UNTIL A GROUND COVER IS ESTABLISHED. MATERIAL JOINTS BETWEEN PLAIN END PIPES AND PIPE FITTINGS SHALL BE MADE BY BUTT FUSION WHEN POSSIBLE. MATERIALS USED *LOCAlE AWAY FROM DOWNSLOPE STREETS. DRIVEWAYS, STREAMS, WETLANDS,DIKES, ETC. FOR THE MANUFACTURER OF POLYETHYLENE PIPE AND FITTINGS SHALL BE PE3408 HIGH DENSITY POLYETHYLENE MEETING CE L •KEEP COVERED WITH PLASTIC SHEETING. CLASSIFICATION 345464C PER ASTM 03350; AND MEETING TYPE H,CLASS 8 OR CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248, •CAREFULLY WET DOWN EXPOSED SOIL TO KEEP DUST AND EROSION TO A I4I U M. !� AND SHALL BE LISTED IN TIE NAME OF THE PIPE AND FITTING MANUFACTURER N PPI 1R-4,RECOMMENDED HYDROSTATIC STRENGTHS STORM SEWER INLET PROTECTION AND DESIGN STRESSES FOR THERMOPLASTIC PIPE AND FiTTNGS COMPOUNDS,WITH A STANDARD GRADE RATING OF 1600 PSI AT 73OF •PROTECT NEARBY STORM SEWER INLETS WITH STRAW OR SYNTHETIC BALE, SYNTHETIC FABRIC,FILTER SOCK,OR OTHER MEASURE. PER ASTM D-2837. THE MANUFACTURER SHALL CERTIFY THAT THE MATERIALS USED TO MANUFACTURE PIPE AND FITTINGS MEET •INSPECT, REPAIR, AND REPLACE AS NEEDED, AHD REMOVE SEDIMENT DEPOSITS AFTER EVERY STORM. THESE REQUIREMENTS. CONTRACTOR SHALL INSPECT MATERIALS DEIJVERfD TO TIE SITE FOR DAMAGE. ALL MATERIALS FOUND DURING SEDIMENT AMW INSPECTION OR DURING THE PROGRESS OF WORK 70 HAVE CRACKS,FLAWS, CRACKED LININGS. OR 01HER DEFECTS SHALL BE •REMOVE SOL TRACKED ONTO THE STREET AFTER EACH WORKDAY. ✓:�:: REJECTED AND REMOVED FROM THE JOB SITE WITHOUT DELAY.CONTRACTOR IS RESPONSIBLE FOR OBTAIrING,TRANSPORTING AND •CLEANUP ALL SOIL THAT HAS WASHED OFF 511E FOLLOWING A STORM. •:•• SORiNG ANY FLUES.INCLUDING WATER,TO THE WORK 511E DISPOSAL OF FLUIDS IS THE RESPONSIBILITY OF THE CONTRACTOR, PRESERVING EXISTING VEGETATION z"'• DISPOSAL OF BUDS SHALL BE DONE IN A MANNER THAT IS IN COMPLIANCE WITH ALL PERMITS AND APPLICABLE FEDERAL. STATE OR •PRESERVE EXISTING TREES, SHRUBS, AND OTHER VEGETATION WHENEVER POSSIBLE Ft LOCAL ENVIRONMENTAL REGULATIONS. THE BENTONITE DRILLING SLURRY MAY BE RECYCLED FOR REUSE IN THE HOLE OPENING •TO PREVENT ROOT DAMAGE, DO NOT GRADE,PLACE SOIL PILES,OR PARK VEHICLES NEAR TREES MARKED FOR PRESERVATION. w•• OPERATION,OR SHALL BE HAULED BY THE CONTRACTOR TO AN APPROVED LOCATION OR LANDFILL.FOR PROPER DISPOSAL •PLACE PLASTIC MESH AROUND TREES EXTENDING TO THE DRIP LINE TO PROTECT THE AREA BELOW 1101 BRANCHES CONTRACTOR SHALL THOROUGHLY CLEAN ENTIRE AREA OF ANY FL ID RESDUE UPON COMPLETION OF INSTALLATION. AND REPLACE ;• ANY AND ALL PLANTS AND 50D DAMAGED,DISCOLORED OR STAINED BY DRILLING FLUIDS ,OR MULCH BARE SOIL AS SOON AS POSSIBLE VEGETATION IS THE MOST EFFECTIVE WAY TO CONTROL EROSION. w• DRILLING RIG: THE DIRECTIONAL DRILLING EQUIPMENT SHALL CONSIST OF A DIRECTIONAL DRILLING RIG OF SUFFICIENT CAPACITY TO SEEDING AND MULCHING •SPREAD AND COMPACT 2-4 INCHES TOPSOIL. PERFORM THE BORE AND PULLBACK THE PPE A DRILLING FLUID MIXING, DELIVERY AND RECOVERY SYSTEM OF SUFFICIENT CAPACITY .SEED WITH APPROPRIATE MIX FOR SITE AND SEASON. TO SUCCESSFULLY COMPLETE THE DRILL, A DRILLING FUJI RECYCLING SYSTEM TO REMOVE SOLES FROM THE DRILLING FLUID SO THAT • O THE FEUD CAN BE REUSED, A GUIDANCE SYSIi?1 TO ACCURATELY GUIDE BORING OPl7LAlI0Ns,A VACUUM TRUCK OF SIEF1tENiT •RAKE LIGHTLY TO COVER SEED WITH %INCH OF SOIL CAPACITY TO HANDLE THE DRILLING FUND VOLUME.TRACED AND COMPETENT PERSONNEL TO OPERATE THE SYSTEM. ALL EQUIPMENT •MULCH WITH ANCHORED STRAW. SHALL BE IN GOOD,SAFETY OPERATING CONDITION WITH SIJFFKENT SUPPLIES,MATERIALS AND SPARE PARTS ON HAND TO MAINTAIN •GENTLY WATER EVERY OTHER DAY UNTL GRASS IS 2 INCHES TALL D WO ���ii�i*ua ��� Co THE SYSTEM IN GOO() ORDER FOR THE DURATION OF THIS PROECT. THE DIRECTIONAL DRILLING NG MACHINE SHALL CONSIST OF >>�`� A POWER SYSTEM TO ROTATE, PUSH AND PULL HOLLOW DRILL PIPE INTO THE GROUND AT A VARIABLE ANGLE WHILE DEIJVLRNG A SODDING PRESSURIZED FLUID MIXTURE TO A GUIDABLE DRILL(BORE)HEAD. THE POWER SYSTEM SHALL BE SELF CONTAINED WITH SUFFICIENT •LEAVE OR REPLACE 4 NOES OF 10PSOL •••�•••, •LIGHTLY WATER SOL BEFORE LAYING SOD. _�.� �:•• PRESSURE AND VOLUTE TO POWER DRILLING OPERATIONS.HYDRAULIC SYSTEM SHALL HE FREE ff LEAKS. RIG SHALL HAVE A SYSTEM •'. •ON SLOPES,LAY SOD STARTING AT 1HE BOTTOM AND WORK TOWARD THE TOP,LAYING IN A BRICKWORK PATTERN. PEG EACH PEE DONE!IN SEVERAL PLACES. TO MONITOR AND RECORD MAXNUNA PULL-BACK HER PRESSURE DURING PULL-BACK OPERATIONS.ELECTRICALTHE RIG SHALL BE GROUNDED DURING •USE SOD FROM SOURCES CERiM BY THE DIVISION OF PLANT INDUSTRY AS'NOXIOUS WEED-FREE'. _ •<C/ 6" m DRILLING AND PULL-BACK OPERATIONS. THERE SHALL BE A SYSTEM TO DETECT CURRENT FROM THE DRILLING STRING AND •INITIAL WATERING SHOW)WET SOL 6 INCHES DEEP. THEN WATER LIGHTLY EVERY OTHER DAY TO KEEP SOL MOIST. O� AN AUDIBLE ALARM WHICH AUTOMATICALLY SOUNDS MIEN AN ELECTRICAL CURRENT IS DETECTED. BORE TRACKING AND MONITORIING. AT ALL TIMES DURING THE PILOT BORE THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A BORE B_ tl1 TRACKING SYSTEM THAT IS CAPABLE OF ACCURATELY LOCATING THE POSITION OF 1HE DRILL HEAD IN THE X. Y, AND Z AXES. THE Q•O O CONTRACTOR SHALL RECORD THESE DATA AT LEAST ONCE PER DRILL PIPE LENGTH OR EVERY TWENTY-FIVE(25)FEET, WHICHEVER IS Z MOST FREQUENT. � ,'••• •O� DRILLING FLUD. MIXING SYSTEM SHALLON C TINU AGITATE DRILLING DURING OPERATIONS.THE CONTRACTOR SHALL '''����,iry, •••••* o���```````` FOLLOW ALL REQUIREMENTS 01 11€FRAC—OUT AND SURFACE SPILL CONTINGENCY PLAN AS SUBMITTED AND APPROVED. DRILLING 1nuimuu►ut FLUIDS SHALL BE A BE]NIOH1E SLURRY. ) DRILL PLAN: PRIOR TO DRILLING CONTRACTOR SHALL UTILIZE ALL VERIFIED LOCATE INFORMATION TO DETERMINE DRILL PATHWAY. LEGEND: MARKED UP DRAWINGS SHALL BE ONSFTE AT ALL TIMES, AND REFERRED TO DURING THE DRILL OPERATION.THE PLOT HOLE SHALL 8E DRILLED ALONG 1HE PATH SFLOWN ON THE PLANS AND PROFILE THE PLOT-HOLE RADIUS SHALL BE NO LESS THAN 80%OF 1FE MP MAXIMUM BENDING RADIUS AS RECOMMENDED BY THE PIPE MAN UFACiURER OF THE PIPE BEING INSTALLED.IN NO CASE SHALL THE BENDING RADIUS BE LESS THAN 30 PIPE DIAMETERS. THE EXACT PLOT HOLE ENTRY POINT SHALL BE WITHIN± 5 FEET OF 1HE MARKER POST LOCATION SHOWN ON THE DRAWING OR AS DIRECTED BY THE CITY/COUNTY/FDOT REPRESENTATIVE IN THE FIELD. THE EXIT PONT LOCATION SHALL BE P111*4±5 5 FEET OF THE LOCATION SHOWN ON THE DRAWING OR AS DIRECTED BY THE CITY/COUkNTY/FDOT cs EXISTING GAS PIPE REPRESENTATIVE IN THE FIELD. AFTER SUCCESSFULLY REAMING BORE HOLE TO THE REOURED DIAMETER, CONTRACTOR WILL PULL THE PIPE THROUGH THE BORE HOLE. N FRONT OF THE PIPE WiLL BE A SWIVEL AND REAMER 10 COMPACT BORE HOLE WALLS ONCE PULL-BACK OPERATIONS HAVE COMMENCED. OPERATIONS MUST CONTINUE WITHOUT INTERRUPTION UNTIL PIPE IS COMPLETELY PU.LID GAS PROPOSED GAS PIPE 1410 BORE HOLE DURING PULLBACK OPERATIONS CONTRACTOR W IL.L NOT APPLY MORE THAN THE MAXIMUM SAFE PIPE PULL PRESSURE AT ANY TIME MAXIMUM ALLOWABLE TENSILE FORCE IMPOSED ON THE PULL SECTION SHALL BE EQUAL TO 801E OF THE PIPE CONTROL VALVE 0 z MANUFACTURER'S SAFETY PULL(OR TENSILE)STRENGTH.EXTERNAL PRESSURE SHALL BE MI IMIZED DURING INSTALLATION OF THE �� _ c. PULLBACK SECTION IN THE REAMED HOLE. DAMAGED PIPE RESULTING FROM EXTERNAL PRESSURE SHALL BE REPLACED AT NO COST TO M THE CITY/COUNTY/FDOT.IN THE EVENT THAT PIPE BECOMES STUCK,CONTRACTOR WILL CEASE PUUNG OPERATIONS 10 ALLOW ANY 152+00 POTENTIAL HYDRO—LOCK TO SUBSIDE AND WILL COMMENCE PULLING OPERATIONS. F PIPE REMAINS SRUCKK, CONTRACTOR W L NOTIFY STATIONING LINE a. O 1HE CRY/COUNTY/FDOT REPRESENITAiIVE THE CITY/COUNTY/FDOT REPRESENTATIVE AND CONTRACTOR WALL DISCUSS OPTIONS AND A THEN WORK WILL PROCEED ACCORDINGLY. Z SECTION INDICATOR - cr EDGE OF PAVEMENT w i cr z 0 PAVEMENT CUT & REPAIR CC) 0 a F DIRECTIONAL DRLL LOCATION I a. RIGHT-OF-WAY SF TYPE III SILT FENCE * ' t suer WETLAND ••. __ cmw* Q ..E z/19/2019 .."� 815 ao om mom II �ti s t rna� .r. n st .• CONSTRUCTION PLANS PROPOSED INSTALLATION OF 4" PLASTIC GAS MAIN E ALONG THE RIGHT OF WAY OF 6TH ST, 6TH AVE AND 7TH ST P E O P L E S c AB IN CITY OF ZEPHYRHILLS, FLORIDA PROJECT AN EMERA COMPANY �''s932 LOCATION �.�• SHEET INDEX: w 1 COVER vs 2.-3. GENERAL NOTES un uuHn r�, co s _' 26.-27. PLAN AND PROFILE GENERAL NOTES Dl GENERAL DETAILS n D2 EROSION CONTROL DETAILS ' Q p ��° 1. THE LOCATIONS AND SIZE OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. HOWEVER. THERE IS NO GUlA ANTES THAT ALL EXISTNG � = { ��' ` D3 FRAC-OUT CONTINGENCY PLAN _ W FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO �, ,. a �' ° fl? _ ASCERTAIN AND DETERMINE PRECISE LOCATIONS PREPARATORY TO EXCAVATING AND D4—D7 FOOT MOT PLAN = m ALSO FAMILIARIZE HIMSELF WITH ALL VOLTAGES CARRIED IN OVERHEAD OR ° UNDERGROUND UTILITY SERVICES NO CLAIM FOR EXTRA COST SHALL BE MADEL O AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED APPROXIMATIONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES THAT °• O CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION. ALL ROW LINES. = �" _ = PROPERTY LINES AND EASEMENT LINES ARE APPROXIMATE ONLY AND ARE TO BE • � CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. t _ a 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS � + `� =� ��� _ _� BEFORE BEGINNING CONSTRUCTION. ., r CONTRACTOR SHALL CALL SUNSHINE I-800-432-4770 A MINIMUM OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION. _ € z- ' 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. _ 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER 2 UTILITIES. 6. ALL FEATURES ARE NOT SHOWN. THE FEATURES NOT SHOWN INCLUDE. BUT ARE jt WIRING NOT LIMITED TO. OVERHEAD UTILITIES. TRAFFIC CONTROL AND APPERTAIN- �' r i m d,' ANCES. EXISTING UTILITY SERVICE LINES AND ROAD SIGNS. IT SHALL BE THE = CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT THESE FACILITIES DURING _ TR CONSUCTION. ANY DAMAGE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED �` r � � E BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER _ � I� � �(ft - T. 7. THESE PLANS ARE NOT AN ACTUAL SURVEY. RIGHT OF WAY AND EDGE OF t v PAVEMENT INFORMATION IS APPROXIMATE BASED ON EXISTING RIGHT OF WAY MAPS � � �` � � 7t AND AS-BUILTS. W LOCATION MAP g CALL 48 HOURS BEFORE YOU DIG IN FLORIDA o C.) ao FOR TFCO—Peoples Gas System, Inc. IrS 'IELA 1-800-432-4770 8416 PALM RIVER RD SUNSHINE STATE ONE CAL,OF FIARIA INC. TAMPA, FL 33619 tiles 815 aw°w: 1 Win GRAPHIC - - �� 0 50_____ ' I I r1•� 25 ALL PROP OSED 4" PLASTIC GAS PIPELINE 3'x3 x3 _} r� " '� UNDER ROADWAY VIA HORIZONTAL '• ' IRECTIONAL DRILL WITH MINIMUM 36" COVER, MAXIMUM 6" REAMER. (TYP) w'. n 11 6317 - w:ec ` _ �s DRILL PIT w: os S LI j t _� -... ._ -- _ -_. -. -- _.. _ - u ``�\�� . ..• r� ' fj •• "4jlli PPiIll 11NI1U1111U{111 a u , f>r a F — Y INDEX MAP cMi BLw 3 X3'X3` r ;7 .� ' __ � te, _ ., « : ' _ ORIEL PI 1 BRILL T . 24"MIN SEPARATION F _ - T_" 4" PLUG INSTALL PROPOSED 4" PLASTIC GAS PIPELINE PROFILE UNDER ROADWAY VIA HORIZONTAL HORIZONTAL SCALE - 1"=50' DIRECTIONAL DRILL WITH MINIMUM 36" COVER, MAXIMUM 6" REAMER. (NP) " VERTICAL SCALE - 1"=10' owrm M cm." am- 2/:8/20!9 11 s�. 515 _ / I1'1(1' _____________ !i hi INSTALL PROPOSED 4 PLASTIC GAS PIPELINE 38246 —� UNDER ROADWAY VIA HORIZONTAL I' DIRECTIONAL DRILL WITH MINIMUM 36" COVER, \�:'s: REAMER :k. MAXIMUM M M 6 MER (TYP) ,� 40R1LITH / �� � rDRILLPITzeeE -r '�"` ., _- -as�•r aii� r as��r'o�s��r ash. �l'sl�a� gys.�r as�•r as r off. f�`.t z:' P RMITTED PERM TTE --._ x2i1 W 1 a i TS BE ��,y Ua ee °• Y FDOT !'�'r_r!� _ sK � (, � n<wr'�''•7:� 11ii II 111rlrr T,, 4kE3f�,.y7 3 €: ` 1t rrr ri \h 5230 °k' I tiJ ),: 'vi e i � '� - '♦IIIII1Uii IIi 111111llo, 110 no DRILL PIT DRIVE WAY SIDEWALK SIDEWALK 100 [ 36 MIN 100 SR-54 FOOT LI SIDEWALK " SECTION 1 I O M EXISTING GRADE [DLL PIT I ,�_`���`��,'�x���� ,� �`,�•'�`�``� >.;��" ��,���rv-� z � �. ;�,� DRIVE WAY i A ►a y 5 AVE PROPOSED 4" GAS 24"MIN SEPARATION O c>r U o O a INSTALL PROPOSED 4" PLASTIC GAS PIPELINE " ' PROPOSED 4" GAS UNDER ROADWAY VIA HORIZONTAL 80 R DIRECTIONAL DRILL WITH MINIMUM 36" COVERI MAXIMUM 6" REAMER. (TYP) PROFILE s IOC=� HORIZONTAL SCALE - 1"=50' F - " VERTICAL SCALE — 1"=10' �� 4w om_am /!e/zolg INDEX MAP -_ " 615 sccr•.: - m e om to � m a a Table 11 0 a Buffer Space and Taper Length Taper Length Median Speed Space (12' Lateral z LP (mph) Transition) : Dist. L Notes : jj White Refiectorized Pavement Markings , (ft.) (ft.) (Merge) 25 135 125 ■ Work Area I 30 200 180 _ WS' [� ■ I ft 35 230 245 L 60 z::: A B C Taper Length=L Buffer Space 40 305 320 w"• ROAD See Table H See Table 11 EtvO /1111 ZV WORK360 AHEAD Device Spacing-Taper Device Spacing-Tangent 700 50 425 600 w� Riewr LANE E See Table ! See Table 1 `r5 495 660 SPEEDING FINES — 60 570 720 t 5 WS DOUBLED 65 645 780 II WHEN VVORKERS Table I 70 730 840 PRESENT Device Spacing When Buffer Space cannot be attained ....... Max. Distance Between Devices(ft.) due to geometric constraints, the s'.. S greatest attainable length shall be used, Type 1 or Type 11 �••. (mph) For lateral transitions other than 17, use Tubular Markers Barricades or Vertical but not less than 200 ft. O LL DISTANCE BETWEEN SIGNS ; GENERAL NOTES Taper Tangent Panels or Drums Taper Tangent = Speed Spacing (ft.) 1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic. 25 25 50 25 30 Formula for L shown in notes column. o �-- A B C 30 to 45 25 50 30 50 Where: 40 mph or less 200 200 200 [ 2. On undivided highways the median signs as shown are to be omitted. 50 to 70 25 50 50 100 L= Length of taper in feet 45 mph 350 350 350 W=Width of lateral transition in feet �'�� ••• ., .• 50 mph ,500 sot' 3. When work is performed in the median lane an divided highways, the channelizing device plan is inverted S Posted speed limit(mph) � ,�/ '55 mph or greater 2640 1640 1000 and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. •The ROAD WORK 1 MILE sign may be used The same applies to undivided highways with the following exceptions: DURATION NOTES as an alternate to the ROAD WORK AHEAD a. Work shall be confined within one median lane. 1.Temporary white edgeline may be omitted for work operations less than 3 sign and the RIGHT LANE CLOSED MILE b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and consecutive calendar days. sign may be used as an alternate to the across the trailing end of the work area. RIGHT LANE CLOSED AHEAD sign. 2. For work operations up to approximately 13 minutes, signs, channeiizing devices, When work on undivided highways occurs across the centerline so as to encroach on both median lanes, arrow board, and buffer space may be omitted if all of the following conditions 500 beyond the ROAD WORK AHEAD sign or the inverted plan is applied to the approach of both roadways. are met: midway between signs whichever is less. a. Speed limit is 45 mph or less. 4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE b. No sight obstructions to vehicles approaching the work area for a distance o details(sheet 2 of 2)when no work is being performed and the highway is open to traffic. equal to the buffer space and the taper length combined. c. Volume and complexity of the roadway has been considered. p 5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the d.The closed lane is occupied by a class 5 or larger, medium duty truck(s)with U z work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. a minimum gross weight vehicle rating(GWVR)of 16,001 lb with high-intensity, rotating,flashing,oscillating, or strobe lights mounted above the cab height O in w SYMBOLS 6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to and operating. close the shoulder In advance of the merging taper to direct vehicular traffic to remain within the travel Work Area way. See Index No.612 for shoulder taper formulas. 3.For work operations up to 50 minutes, arrow board and buffer fl. in C F g v space may be omitted it conditions a, b, and c in DURATION NOTE 2 z 7. When a side road Intersects the highway within the TTC zone, additional TTC devices shall be placed In aremet, and vehicles in the work area have high-intensity, O ■ Channelizing Device(See Index No.600) flashing, oscillating, or 2 O accordance with other applicable TCZ Indexes. rotating, strobe lights operating. U 0 ft Work Zone Sign O in 8. This TCZ plan does not apply when work is being performed in the middle lane(s)of a six or more lane as Advance Warning Arrow Board highway. See Index No. 614. CONDITIONS a a U 9. For general TCZ requirements and additional tnformatfon, refer to Index No. 600. WHERE ANY VEHICLE. EQUIPMENT, Fin WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY. Ch oIl DESCRIPTION; IFY 2017-I8INDEX SHEET QMV REVISION H I MULTILANE, WORK WITHIN TRAVEL WAY NO. NO. 01/01/16 .�nvr-- DESIGN STANDARDS MEDIN OR OUTSIDE LANE "`°" °HM 613 I of 2 �.� OHM wm 8/10/2018 615 *u T Ma- 07 i - -;- SYMBOLS GENERAL NOTES k 1. Route pedestrian traffic around work areas when construction 7. Provide a 9 wide temporary walkway,except where space restrictions warrant Wor Area e li ® activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'.Provide a S x S passing space for temporary walkways a Channelizing Device(See Index 600) using the devices and remedies shown on this Index.Use project less than 3 in width at intervals not to exceed 200'. o e E o 1L specific designs for scenarios not included on this Index. Work Zone Sign 8. Provide a cross-slope with a maximum value of 0.02 for all temporary Required Locations For Either Temporary 2. For spacing of traffic control devices and general TCZ walkways. CR Or Permanent Curb Ramps. requirements refer to Index 600. The maximum spacing between z barricades,vertical panels, drums or tubular markers is 25'. 9.Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and Lane Identification+Direction of Traffic kept free of any obstructions and hazards such as holes,debris, mud. 3. Use delineators on longitudinal channelizl Pedestrian Longitudinal Channelizing Device(LCD)with n9 devices construction equipment and stored materials.separating >??e, the work area from vehicular traffic. Mounted Work Zone Sign or separate Work Zone Sign w:::: 10. Remove temporary walkways immediately after reopening of the sidewalk, unless __ (nN N Pedestrian Longitudinal Channelizing Device(LCD) 4. Cover or deactivate pedestrian traffic signal otherwise noted in the plans. display(s)controlling closed crosswalks. J 11. Meet the requirements of index 304 for temporary curb ramps. w::• 5. Post mounted signs located near or adjacent to a sidewalk must have a T minimum clearance from the bottom of sign to the 12. Place pedestrian longitudinal channelizing device(s)across the full width of the z; surface of the sidewalk, closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, w place LCD's to delineate both sides of the temporary walkway. N 6. When construction activities involve sidewalks an both sides of the street, stage the construction so that one sidewalk is in to service at all times.If this is not feasible and both sidewalks ao ��rr�� ����*�r rrr".,,1 must be closed,as determined by the Engineer, provide a detour " to guide pedestrians around the construction zone. 'co oo p: CR i f t0 �C z a Q 3 V OZ ` , CR �� . • p `��� i � �t • •u•• . as i! — �i���� aaaaaa Q� � tt3SdT3A1�301S � rhrnrrnmmn+ ,a ' I -v __________ I- - I 1aI3a1 -* -m a A1►iptNllll 03SO1O I oEtoti� i ■ t R loam ' t]3SO1O [iil \ wont �1VM3DIS( ' c i 4 - — —- 4i_ I I SIDEWALK CLOSED — -� CR • � Na 8cR war ; a a w CROSSWALK CLOSURE AND SIDEWALK DETOUR SIDEWALK DIVERSION p" PESESTRIAN DETOUR LAST 2 DESCRIPTION: INDEX SHEET 0 FY 2017-18 QNM R/01/26 PEDESTRIAN CONTROL FOR CLOSURE OF S IDE W ALBS Nrt. No. :�: G.QG 11101116 DESIGN STANDARDS 660 I of l �.� QH� dam: 8/10/2018 .o..o.: 615 i1 0o v om rr �[��' fit°►. u ti c G� C� v„ z ( iill ft ft Median \Q, Ii ft ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Table 11 ■ ■ • Work Area •� Taper Length - Shoulder Z. A & Taper Length= L o0 — , — See Table 11 Speed ISL(ft.) o (mph) 8' 10' 12' Motes e� END Shldr. Shidr. Shldr. ROAD Device Spacing Taper Device S ►►►ui Pac r►g- pe pacing-Tangent SOd _ p►aun����i 6 ' See Table I See Table 1 V1 RK ROAD WORK 25 28 35 42 ��`'" ►'►'�+T� SPEEDING FINES AHEAD DOUBLED 30 40 50 60 WS' .••• WHEN WORKERS L=— . • '� PRESENt 35 55 a 68 82 O �••� Table 1 QoI . 40 72 90 107 Device Spacing - ..v o Max. Distance Between Devices (ft.) 45 120 I50 180 = � Speed Cones or Type 1 or Type II So 133 t 167 200 -= O *DISTANCE BETWEEN SIGNS ( (mph) Tubular Markers Barricades or Vertfcel 55 147 183 220 Laws ;(J � Z Q� Pais or Drums s : Spced Spacing (ft.) Taper Tangent Taper T 6q 160 200 240 am' •� •• ``,�• A 8 25 25 50 25 3G 65 1T3 21T 260 s 40 mph or less 200 200 30to 45 25 50 30 Sa 70 187 233 280 grrr * „����`'•� ! ' 50 mph or greater 500 500 50 to 70 25 50 50 100 8 minimum shoulder width. rnnrnm� un '250`beyond the ROAD WORK AHEAD sign or %L =Length of shoulder taper in feet midway between signs whichever is less. W - Width of total shoulder in feet (combined paved and unpaved width) GENERAL NOTES DURATION NOTES 1.When a high volume of work vehicles are entering and leaving the Work Area at 1. Signs and channelizing devices may be omitted if all of the S— Posted speed limit(mph) SYMBOLS speeds slower than 10 MPH below the posted speed,place an MOT-5-06 sign in following conditions are met: the ROAD WORK AHEAD sign location and shift the ROAD WORK AHEAD sign a. Work operations are 60 minutes or less. Work Area upstream 500 ft. b. Vehicles in the work area have high-intensity, rotating, U flashing, oscillating,or strobe lights operating. 2. This TCZ plan also applies to work performed In the median more than Z but • Channelizing Device(See Index Na. 600) less than IS from the edge of traveiway. a a W ft Work Zone Sign 3. When work is being performed on a multilane undivided roadway the signs w normally mounted In the median(as shown)shall be omitted. cz ? Lane Identification+Direction of Traffic a Z > 4. WORKERS signs to be removed or fully covered when no work is being performed. 0 E- 0 CONDITIONS ~O z 5. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign. 2 0 WHERE ANY VEHICLE, EQUIPMENT, V o WORKERS OR THEIR ACTIVITIES 6.When a side road Intersects the highway within the TTC zone,additional TTC o w ENCROACH THE AREA CLOSER THAN devices shall be placed In accordance with other applicable TCZ Indexes, 15' BLIT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. 7. For general TCZ requirements and additional Information, refer to Index No. 600. LAST IIO DESCRIPTION. INDEX SHEET Qyr REVISION y FY 2017-18 NO. NO. © 6 �.,av�'-- DESIGN STANDARDS MULTILANE, WORK ON SHOULDER �•� GMG 612 1of1 «• OHM 5L 6/10/2016 615 yur x• US __________J L U L J L c DISTANCE BETWEEN SIGNS Spacing (ft.) b �J Work Area Speed A 8 C ■ a ■ ■ 40 mph or less 200 200 200 ■ ■ ■ ■ ■ ■■ ■8 45 mph 350 350 350 vic: Tr __ • SW beyond the ROAD WORK AHEM sign or Taper Length—L S00' midway between signs whichever is less. 1 , B C See 7abte ll Device w::: ROAD rr I h _ I t I spacing ���=� WORK Device 5 / -Taper Tangent zc AHEAD See Table l I� Table II END Table I W?i LcWORK zC R[GHOSED Device Spacing z SPEEDING FINES AHEAD ! S T O Max. Distance Between Devices(ft.) DOUBLED V ROAD Type I or Type II WHEN WORKERS WORK (mph) Tubular Markers Darrkades or Vertical PRESENT Erect STOP Sign where the existing stop bar Is more than AHEADPanels or Drums 30 from the taper line. Remove or cover existing STOP Taper Tangent Taper Tangent sign and reinstall when through lane reopened to traffic. i 25 25 50 25+—:0 RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET 3o to 45 25 50 30 ,..••••• lv (O LL o o TJI II Table !! ♦♦�� • < tl aYBHtl Taper Length - Merge = > Z s ovoaI I II (i2' Lateral Transition) - Speed L Notes ., •'•• o`�� (mph) (ft) (Merge) 25 125 'rrr'rrrrnrnuutm �'���"1, 30 780 L- WS= 35 245 60 40 3Z0 Work Area �j ■ 45 540 L-WS ■ ■ e- For lateral transitions other than 12, a a Device [p use formula for L shown In the notes Spacing column.Where: A 8 C Ta nt Ste' L = Length of taper in feet V W - Width of lateral transition in feet ROAD +► Table 1 S - Posted speed limit(mph) U z WORK 11r r END AHEAD TFRU R*ff LAME 11 *cRK TRAFFIC MUST �a MERGE TURN RIONT yy.. LEFT ROAD tL O E e SPEEDING FINES WORK H - z DOUBLED AHEAD 0 a WHEN WORKERS V PRESENT 0 RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION I WITH SIGNIFICANT RIGHT TURNING MOVEMENTS 1. The normal procedure is to close on the near side of the intersection any lane that 2. For Intersection approaches reduced to a single lane,left turning movements may P4 Is not carried through the intersection. However, when this results in the closure of be prohibited to maintain capacity for through vehicular traffic. Or a right lane having significant right turning movements,then the right lane may be restricted to right turns only as shown in this detail. LAST 2 DESCRIPTION: INDEX SHEET REVISION FY 2017-18 MULTILANE, W ORS NEAR INTERSECTION NO. No. °m" QHM 07/01/15 .�— -a` DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 2 of 3 awn "k 8/10/2018 +®�• 815 seer ra: 20 1� D \WI W: tl7: Z:::• W:: GENERAL NOTES DURATION NOTES W Co 1. Work operations shall be confined to either one lane,or lane combinations as 1. For work operations up to approximately 15 minutes, signs, follows: channelizing devices,and arrow board may be omitted if alt of - . the following conditions are met: cp a. Outside travel lane: i"��rttuuutt�n q b. Outside auxiliary lane; a. Speed limit is 45 mph or less. �.�` 14 ", c. Outside travel lane and adjoining auxiliary lane; b. No sight obstructions to vehicles approaching the work area %,� d.Inside travel lame d; for a distance equal to twice the taper length. .0 e. Inside auxiliary lane[y c. Volume and complexity of the roadway has been considered. , , •• O 9 f. Inside travel lane and adjoining auxiliary lane p d.The closed lane Is occupied by a class 5 or larger,medium r O S. A See Sheet 3 duty trucks)with a minimum gross weight vehicle rating O (GWVR)of 16,001 lb with high-Intensity, rotating,flashing, _ W cep . If the work area Is confined to an auxiliary lane the work area shall be oscillating,or strobe lights mounted above the cab height and p o Z barricaded and the RIGHT(LEFT)LANE CLOSED AHEAD signs replaced by ROAD operating. Z `'� O WORK AHEAD signs, and the merge symbol signs eliminated. ' c'3 2. For work operations up to 60 minutes, the arrow () "•. 2. When vehicles In a parking zone block the line of sight to TCZ signs,the signs board may be omitted if conditions a, b, and c in ,, "' $� shall be post mounted and located In accordance with Index No. 17302. DURATION NOTE I are met,and vehicles in the work ,,rrrrrnmtnu area have high-intensity, rotating, flashing, 3. If the work space extends across a crosswalk, the crosswalk should be closed oscillating, or strobe lights operating. using the Information In Index No.660. 4. Signs are required on the median side for divided highways. 5. The two channeiizing 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. 6. For general TCZ requirements and additional information, refer to Index No.600. O U SYMBOLS ca pr fx w Work Area 7 O Gz, m [p Work Zone Sign Z tl O E• t, c Advance Warning Arrow Board !I O a Type III Barricade bU o O a ■ Channeiiz►ng Device(See Index No.600) I b Lane Identification+Direction of Traffic 0, 8 � E DESCRIPTION: FY 2017-18 MDEX SHEET REVISION MULTILANE, WORK NEAR INTERSECTION N0. No. QIfM 07/01/15 — DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 1 of 3 _ Q ...._...---.._-.........._.._.. — ..__—....-....._.._._.....---- _.._.._. ,-__-.................._..._..._.._........_..... ..----.._......__..__....._.._. — .._..._...._.. o'n 8/10/2018 jI 9t7 N..: 20 � < qm r 40 ElI�IIT a " E THE SITE SUPERVISOR SHALL ENSURE THAT: WHEN THE RELEASE HAS BEEN CONTAINED AND CLEANED UP, RESPONSE CLOSEOUT t\z. • SPILL KITS AND SPILL CONTAINMENT MATERIALS ARE AVAILABLE ON-SITE AT ALL TIMES AND THAT THE ACTIVITIES WILL BE CONDUCTED AT THE DIRECTION OF THE SITE ' ' ,p EQUIPMENT IS IN GOOD WORKING ORDER. SUPERVISOR/FOREMEN AND SHALL INCLUDE THE FOLLOWING: $$� TABLE OF CONTENTS 1.0 INTRODUCTION AND PURPOSE • THE RECOVERED DRILLING FLUID WALL EITHER BE RECYCLED OR HAULED TO AN 2.0 DESCRIPTION OF WORK • EQUIPMENT REQUIRED TO CONTAIN AND CLEAN UP A FRAC-OUT RELEASE WILL EITHER BE AVAILABLE AT APPROVED FACILITY FOR DISPOSAL NO RECOVERED DRILLING FLUIDS WILL BE N 3.0 SITE SUPERVISOR/FOREMEN RESPONSIBILITIES THE WORK SITE OR READILY AVAILABLE AT AN OFFSITE LOCATION WITHIN 15-MINUTES OF THE BORE DISCHARGED INTO STREAMS, STORM DRAINS OR ANY OTHER WATER SOURCE; SITE. • ALL FRAC-OUT EXCAVATION AND CLEAN-UP SITES WILL BE RETURNED TO ,' 4.0 EQUIPMENT PRE-PROJECT CONTOURS USING CLEAN FILL, AS NECESSARY; 5.0 TRAINING &D'R*I D • ALL CONTAINMENT MEASURES (FIBER ROLLS, STRAW BALE, ETC.) WILL BE REMOVED, 6.0 DRILLING PROCEDURES PRIOR TO THE START OF CONSTRUCTION, THE SITE SUPERVISOR/FOREMEN, SHALL ENSURE THAT THE CREW UNLESS OTHERWISE SPECIFIED BY THE SITE SUPERVISOR/FOREMEN. 6.1 VAC-TRUCK MEMBERS RECEIVE TRAINING IN THE FOLLOWING: U 6.2 FIELD RESPONSE TO FRAC-OUT OCCURRENCE • THE PROVISIONS OF THE FRAC-OUT CONTINGENCY PLAN, EQUIPMENT MAINTENANCE AND SITE SPECIFIC Zw 6.3 RESPONSE CLOSE-OUT PROCEDURES PERMIT AND MONITORING REQUIREMENTS. FOR SMALL RELEASES NOT REQUIRING EXTERNAL NOTIFICATION, DRILLING MAY CONTINUE, 6.4 CONSTRUCTION RE-START • INSPECTION PROCEDURES FOR RELEASE PREVENTION AND CONTAINMENT EQUIPMENT AND MATERIALS; IF 100 PERCENT CONTAINMENT IS ACHIEVED THROUGH THE USE OF A LEAK STOPPING 1:: 6.5 BORE ABANDONMENT • CONTRACTOR/CREW OBLIGATION TO IMMEDIATELY STOP THE DRILLING OPERATION UPON FIRST EVIDENCE COMPOUND OR REDIRECTION OF THE BORE AND THE CLEAN-UP CREW REMAINS ATWI 7.0 NOTIFICATION CWj-:. THE OCCURRENCE OF A FRAC-OUT AND TO IMMEDIATELY REPORT ANY FRAC-OUT RELEASES; THE FRAC-OUT LOCATION THROUGHOUT THE CONSTRUCTION PERIOD. 7.1 COMMUNICATING WITH REGULATORY AGENCY PERSONNEL >::: OF 7.2 DOCUMENTATION • CONTRACTOR/CREW MEMBER RESPONSIBILITIES IN THE EVENT OF A RELEASE; FOR RELEASES REQUIRING EXTERNAL NOTIFICATION AND/OR OTHER AGENCIES, 8.0 PROJECT COMPLETION AND CLEAN-UP • OPERATION OF RELEASE PREVENTION AND CONTROL EQUIPMENT AND THE LOCATION OF RELEASE CONSTRUCTION ACTIVITIES WILL NOT RESTART WITHOUT PRIOR APPROVAL FROM THE CONTROL MATERIALS AS NECESSARY AND APPROPRIATE; AND PROJECT MANAGER AND ENVIRONMENTAL INSPECTOR. • PROTOCOLS FOR COMMUNICATION WITH AGENCY REPRESENTATIVES WHO MIGHT BE ON-SITE DURING THE DIRECTIONAL BORE OPERATIONS HAVE A POTENTIAL TO RELEASE DRILLING FLUIDS INTO CLEAN-UP EFFORT. Z::: THE SURFACE ENVIRONMENT THROUGH FRAC-OUTS. A FRAC-OUT IS THE CONDITION ABANDONMENT DF THE BORE WILL ONLY BE REQUIRED WHEN ALL EFFORTS TO w::• WHERE DRILLING MUD IS RELEASED THROUGH FRACTURED SUBSURFACE FORMATIONS CONTROL THE FRAC-OUT WITHIN THE EXISTING DIRECTIONAL BORE HAVE 1ff11W.. INTO THE SURROUNDING SUBSURFACE ROCK, CLAY OR SAND AND TRAVELS TOWARD THE FAILED. Z•• SURFACE. DRILLING MUD'S CONSIST LARGELY OF A BENTONITE CLAY-WATER MIXTURE THE FOLLOWING PROCEDURES SHALL BE FOLLOWED EACH DAY, PRIOR TO THE START OF WORK. THE CSI• AND AS SUCH IT IS NOT CLASSIFIED AS TOXIC OR HAZARDOUS SUBSTANCES. HOWEVER, FRAC-OUT CONTINGENCY PLAN SHALL AVAILABLE ON-SITE DURING ALL CONSTRUCTION. THE SITE 7.0 NO RIMA►M w� IF DRILLING MUD IS RELEASED INTO WATER BODIES, BENTONITE HAS THE POTENTIAL TO SUPERVISOR/FOREMEN SHALL BE ON-SITE AT ANY TIME THAT DRILLING IS OCCURRING OR IS PLANNED TO Co ADVERSELY IMPACT FISH AND INVERTEBRATES. OCCUR. THE SITE SUPERVISOR/FOREMEN SHALL ENSURE THAT A JOB BRIEFING MEETING IS HELD AT THE IN THE EVENT OF A FRAC-OUT THAT REACHES A WATER SOURCE, THE SITE START OF EACH DAY OF DRILLING TO REVIEW THE APPROPRIATE PROCEDURES TO BE FOLLOWED IN CASE SUPERVISOR/FOREMEN WILL NOTIFY THE PROJECT MANAGER AND ENVIRONMENTAL WHILE DRILLING FLUID SEEPAGE ASSOCIATED WITH A FRAC-OUT IS MOST LIKELY TO OF A FRAC-OUT. QUESTIONS SHALL BE ANSWERED AND CLARIFICATION GIVEN ON ANY POINT OVER WHICH INSPECTOR. SO THEY CAN NOTIFY THE APPROPRIATE RESOURCE AGENCIES. ALL AGENCY OCCUR NEAR THE BORE ENTRY AND EXIT POINTS WHERE THE DRILL HEAD IS SHALLOW, THE DRILLING CREW OR OTHER PROJECT STAFF HAS CONCERNS. NOTIFICATIONS WILL OCCUR WITHIN 24 HOURS AND PROPER DOCUMENTATION WILL BE FRAC-OUTS CAN OCCUR IN ANY LOCATION ALONG A DIRECTIONAL BORE. THIS ACCOMPLISHED IN A TIMELY MANNER. THE FOLLOWING INFORMATION WILL BE PROVIDED: , FRAC-OUT CONTINGENCY PLAN (FCP) ESTABLISHES OPERATIONAL PROCEDURES AND DRILLING PRESSURES SHALL BE CLOSELY MONITORED SO THEY DO NOT EXCEED THOSE NEEDED TO 1. NAME AND TELEPHONE NUMBER OF PERSON REPORTING; ��� • ���• q�.�' RESPONSIBILITIES FOR THE PREVENTION, CONTAINMENT, AND CLEAN-UP OF FRAC-OUTS PENETRATE THE FORMATION. PRESSURE LEVELS SHALL BE MONITORED RANDOMLY BY THE OPERATOR. 2. LOCATION OF THE RELEASE; •.•''� ' ASSOCIATED WITH THE PROPOSED DIRECTIONAL DRILLING UTILITY PROJECT OF TECO PRESSURE LEVELS SHALL BE SET AT A MINIMUM LEVEL TO PREVENT FRAC—OUTS. DURING THE PILOT BORE, 3. DATE AND TIME OF RELEASE; • � Peoples Gas. ALL PERSONNEL AND SUB—CONTRACTORS RESPONSIBLE FOR THE WORK MAINTAIN THE DRILLED ANNULUS. CUTTERS AND REAMERS WILL BE PULLED BACK INTO REVIOUSLY-DRILLED 4. TYPE AND QUANTITY, ESTIMATED SIZE OF RELEASE; � O ii.•r til w$ MUST ADHERE TO THIS PLAN DURING THE DIRECTIONAL DRILLING PROCESS. SECTIONS AFTER EACH NEW JOINT OF PIPE IS ADDED. 5. HOW THE RELEASE OCCURRED; M"•• 6. THE TYPE OF ACTIVITY THAT WAS OCCURRING AROUND THE AREA OF THEE O O "" THE SPECIFIC OBJECTIVES OF THIS PLAN ARE TO: EXIT AND ENTRY PITS SHALL BE ENCLOSED BY SILT FENCES AND STRAW. A SPILL KIT SHALL BE ON-SITE FRAC-OUT; AND USED IF A FRAC-OUT OCCURS. A VACUUM TRUCK SHALL BE READILY AVAILABLE ON-SITE PRIOR TO 7. DESCRIPTION OF ANY SENSITIVE AREAS, AND THEIR LOCATION IN RELATI014 ZTEI C1J <N • MINIMIZE THE POTENTIAL FOR A FRAC-OUT ASSOCIATED WITH DIRECTIONAL DRILLING AND DURING ALL DRILLING OPERATIONS. CONTAINMENT MATERIALS (STRAW. SILT FENCING, SAND BAGS, FRAC-OUT; ' O ( : ,Z ACTIVITIES; FRAC OUT SPILL KITS, ETC.) SHALL BE STAGED ON SITE AT LOCATION WHERE THEY ARE READILY 8. DESCRIPTION OF THE METHODS USED TO CLEAN UP OR SECURE THE SITE:z V ;• x • PROVIDE FOR THE TIMELY DETECTION OF FRAC-OUTS; 9. LISTING OF THE CURRENT PERMITS OBTAINED FOR THE PROJECT. AVAILABLE AND EASILY MOBILIZED FOR IMMEDIATE USE IN THE EVENT OF AN ACCIDENTAL RELEASE OF :O • • PROTECT THE ENVIRONMENTALLY SENSITIVE RIVERBED AND ASSOCIATED RIPARIAN •• DRILLING MUD (FRAC-OUT). IF NECESSARY, BARRIERS (STRAW BALES OR SEDIMENTATION FENCES) BETWEENH • LIv�' Gj VEGETATION; THE BORE SITE AND THE EDGE OF THE WATER SOURCE, SHALL BE CONSTRUCTED, PRIOR TO DRILLING, TO �••. ;.••, • ENSURE AN ORGANIZED, TIMELY. AND "MINIMUM-IMPACT" RESPONSE IN THE EVENT PREVENT RELEASED BENTONITE MATERIAL FROM REACHING THE WATER. ALL EMPLOYEES AND SUBCONTRACTORS WILL ADHERE TO THE FOLLOWING PROTOCOLS', •'•■ • ' nn� ��'r OF A FRAC-OUT AND RELEASE OF DRILLING BENTONITE; AND WHEN PERMITTING REGULATORY AGENCY PERSONNEL ARRIVE ON SITE. REGULATORY 'ir • ENSURE THAT ALL APPROPRIATE NOTIFICATIONS ARE MADE IMMEDIATELY TO THE ONCE THE DRILL RIG IS IN PLACE, AND DRILLING BEGINS, THE DRILL OPERATOR SHALL STOP WORK AGENCY PERSONNEL WILL BE REQUIRED TO COMPLY WITH APPROPRIATE SAFETY RULES CUSTOMER, MANAGEMENT AND SAFETY PERSONNEL. WHENEVER THE PRESSURE IN THE DRILL RIG DROPS, OR THERE IS A LACK OF RETURNS IN THE ENTRANCE AND PPE. COMMUNICATION AND COORDINATE WITH REGULATORY AGENCY PERSONNEL 40�CJl710N Cr M�0RC Pm Qg ff mwmt 1eAN!! PIT. AT THIS TIME THE SITE SUPERVISOR/FOREMEN SHALL BE INFORMED OF THE POTENTIAL FRAC-OUT- THE SHALL BE PERFORMED BY ONLY THE SITE SUPERVISOR/FOREMEN, THE PROJECT SITE SUPERVISOR/FOREMEN AND THE DRILL RIG OPERATOR(S) SHALL WORK TO COORDINATE THE LIKELY MANAGER, ENVIRONMENTAL CONTRACTOR, ENVIRONMENTAL INSPECTOR AND/OR OF AC OUT LOCATION OF THE FRAC-OUT. THE LOCATION OF THE FRAC-OUT SHALL BE RECORDED AND NOTES MADE COMPANY REPRESENTATIVE. DRILLING OPERATIONS WILL BE HALTED BY THE DRILL RIG OPERATORS IMMEDIATELY ON THE LOCATION AND MEASURES TAKEN TO ADDRESS THE CONCERN. THE FOLLOWING SUBSECTIONS SHALL 71 DOIITA110N UPON DETECTION OF A DROP IN DRILLING PRESSURE OR OTHER EVIDENCE OF A BE ADHERED TO WHEN ADDRESSING A FRAC-OUT SITUATION. FRAC-OUT. THE CLEAN-UP OF ALL SPILLS SHALL BEGIN IMMEDIATELY. MANAGEMENT & WATER CONTAINING MUD, SILT, BENTONITE, OR OTHER POLLUTANTS FROM EQUIPMENT WASHING OR OTHER THE SITE SUPERVISOR/FOREMEN SHALL RECORD THE FRAC-OUT EVENT IN VI ENRONMENTAL INSPECTOR SHALL BE NOTIFIED IMMEDIATELY OF ANY SPILLS AND HIS OR HER DAILY LOG. THE LOG WILL INCLUDE THE FOLLOWING, DETAILS SHALL BE CONSULTED REGARDING CLEAN-UP PROCEDURES. A SPILL KIT SHALL BE ACTIVITIES, SHALL NOT BE ALLOWED TO ENTER A LAKE, FLOWING STREAM OR ANY OTHER WATER SOURCE. ON THE RELEASE EVENT, INCLUDING AN ESTIMATE OF THE AMOUNT OF ON-SITE AND USED IF A FRAC-OUT OCCURS. A VACUUM TRUCK AND CONTAINMENT THE BENTONITE USED IN THE DRILLING PROCESS SHALL BE EITHER DISPOSED OF AT AN APPROVED BENTONITE RELEASED, THE LOCATION AND TIME OF RELEASE, THE SIZE OF MATERIALS, SUCH AS STRAW BALES, SHALL ALSO BE ON-SITE PRIOR TO AND DURING DISPOSAL FACILITY OR RECYCLED IN AN APPROVED MANNER. OTHER CONSTRUCTION MATERIALS AND THE AREA IMPACTED, AND THE SUCCESS OF THE CLEAN-UP ACTION. THE ALL OPERATIONS. THE SITE SUPERVISOR WILL CONDUCT AN EVALUATION OF THE WASTES SHALL BE RECYCLED. OR DISPOSED OF, AS APPROPRIATE. LOG REPORT SHALL ALSO INCLUDE THE, TYPE OF ACTIVITY THAT WAS SITUATION AND DIRECT RECOMMENDED MITIGATION ACTIONS, BASED ON THE OCCURRING AROUND THE AREA OF THE FRAC-OUTU DESCRIPTION OF THE FOLLOWING GUIDELINES. m VAO-T . METHODS USED TO CLEAN UP OR SECURE THE SITEI AND A LISTING OF • IF THE FRAC-OUT IS MINOR, EASILY CONTAINED, HAS NOT REACHED THE SURFACE THE CURRENT PERMITS OBTAINED FOR THE PROJECT. U AND IS NOT THREATENING SENSITIVE RESOURCES, DRILLING OPERATIONS MAY A VACUUM TRUCK SHALL BE STAGED AT A LOCATION FROM ti RESUME AFTER USE OF A LEAK STOPPING COMPOUND OR REDIRECTION OF THE WHICH IT CAN BE MOBILIZED AND RELOCATED SO THAT ANY $0 FTO0L.ET1 AND age P V BORE. PLACE ALONG THE DRILL SHOT, CAN BE REACHED BY THE • IF THE FRAC-OUT HAS REACHED THE SURFACE, ANY MATERIAL CONTAMINATED WITH APPARATUS, WITHIN 10 MINUTES OF A FRAC-OUT • ALL MATERIALS AND ANY RUBBISH-CONSTRUCTION DEBRIS SHALL BE REMOVED (/ REQUIRED BY LAW. THE DRILLING CONTRACTOR SHALL BE RESPONSIBLE FOR • SUMP PITS AT BORE ENTRY AND EXITS WILL BE FILLED AND RETURNED TO NATURAL a+ E ENSURING THAT THE BENTONITE IS EITHER PROPERLY DISPOSED OF AT AN GRADE; AND w APPROVED DISPOSAL FACILITY OR PROPERLY RECYCLED IN AN APPROVED MANNER. THE RESPONSE OF THE FIELD CREW TO A FRAC-OUT RELEASE SHALL BE IMMEDIATE AND IN ACCORDANCE • ALL PROTECTIVE MEASURES (FIBER ROLLS, STRAW BALE, SILT FENCE, ETC.) WILL BE THE SITE SUPERVISOR SHALL NOTIFY AND TAKE ANY NECESSARY FOLLOW-UP WITH PROCEDURES IDENTIFIED IN THIS PLAN. ALL APPROPRIATE EMERGENCY ACTIONS THAT DO NOT POSE REMOVED UNLESS OTHERWISE SPECIFIED BY THE SITE SUPERVISOR/FOREMEN. L4 ai RESPONSE ACTIONS IN COORDINATION WITH AGENCY REPRESENTATIVES. ADDITIONAL THREATS TO SENSITIVE RESOURCES WILL BE TAKEN, AS FOLLOWS: • DIRECTIONAL BORING WILL STOP IMMEDIATELY; z so ai • THE BORE STEM WILL BE PULLED BACK TO RELIEVE PRESSURE ON FRAC-OUT; • THE SITE SUPERVISOR/FOREMEN WILL BE NOTIFIED TO ENSURE THAT MANAGEMENT AND ENVIRONMENTAL 0 " THE SITE SUPERVISOR/FOREMEN HAS OVERALL RESPONSIBILITY FOR IMPLEMENTING THIS FCP.THE SITE INSPECTOR IS NOTIFIED, ADEQUATE RESPONSE ACTIONS ARE TAKEN AND NOTIFICATIONS MADE; U SUPERVISOR/FOREMEN WILL ENSURE THAT ALL EMPLOYEES ARE TRAINED PRIOR TO ALL DRIVING. THE SITE • THE SITE SUPERVISOR/FOREMEN SHALL EVALUATE THE SITUATION AND RECOMMEND THE TYPE AND LEVEL O SUPERVISOR/FOREMEN SHALL BE NOTIFIED IMMEDIATELY WHEN A FRAC-OUT IS DETECTED. THE SITE OF RESPONSE WARRANTED, INCLUDING THE LEVEL OF NOTIFICATION REQUIRED; U SUPERVISOR/FOREMEN WILL BE RESPONSIBLE FOR ENSURING THAT THE ENVIROMENTAL IMSPECIPOR IS AWARE OF • IF THE FRAC-OUT IS MINOR, EASILY CONTAINED, HAS NOT REACHED THE SURFACE AND IS NOT THE FRAC-OUT,COORDINATING PERSONNEL,RESPONSE CLEANUP,REGULATORY AGENCY NOTIFICATION AND THREATENING SENSITIVE RESOURCES, A LEAK STOPPING COMPOUND SHALL BE USED TO BLOCK THE 4 COORDINATION TO ENSURE PROPER CLEAN-UP,DISPOSAL OF RECOVERED MATERIAL AND TIMELY REPORTING OF THE FRAC-OUT. IF THE USE OF LEAK STOPPING COMPOUND IS NOT FULLY SUCCESSFUL, THE BORE STEM p V INCIDENT.THE SITE SUPERVISOR/FOREMEN SHALL ENSURE ALL WASTE MATERIALS ARE PROPERLY CONTAINERIZED, SHALL BE REDIRECTED TO A NEW LOCATION ALONG THE DESIRED DRILL PATH WHERE A FRAC-OUT HAS LABELED,AND REMOVED FROM THE SITE TO AN APPROVED DISPOSAL FACIUTY BY PERSONNEL EXPERIENCED IN NOT OCCURRED; pp, THE REMOVAL,TRANSPORT AND DISPOSAL OF DRILLING MUD. • IF THE FRAC-OUT HAS REACHED THE SURFACE, ANY MATERI L CONTAMINATED WITH BENTONITE SHALL Fi BE REMOVED, CONTAINED AND PROPERLY DISPOSED OF, AS R QUIRED BY LAW. A DIKE OR BERM MAY 04 { THE SITE SUPERVISOR/FOREMEN SHALL BE FAMILIAR WITH ALL ASPECTS OF THE DRIVING ACTIVITY,THE CONTENTS BE CONSTRUCTED AROUND THE FRAC-OUT TO ENTRAP RELEASED DRILLING FLUID, IF NECESSARY. OF THIS FRAC-OUT CONTINGENCY PLAN AND THE CONDITIONS OF APPROVAL UNDER WHICH THE ACTIVITY IS CLEAN SAND SHALL BE PLACED AND THE AREA RETURNED TO PRE-PROJECT CONTOURS. PERMITTED TO TAKE PLACE. THE STE SUPERVISOR/EOREMEN SHALL HAVE THE AUTHORITY TO STOP WORK AND • IF A FRAC-OUT OCCURS, REACHES THE SURFACE AND BECOMES WIDESPREAD, THE SITE COMMIT THE RESOURCES(PERSONNEL AND EQUIPMENT)NECESSARY TO IMPLEMENT THIS PLAN. THE SITE SUPERVISOR/FOREMEN SHALL AUTHORIZE A READILY ACCESSIBLE VACUUM TRUCK AND BULLDOZER SUPERVISOR/FOREMEN SHALL ASSURE THAT A COPY OF THIS PLAN IS AVAILABLE(ONSITE)AND ACCESSIBLE TO STORED OFF-SITE TO BE MOBILIZED. THE VACUUM TRUCK MAY BE EITHER POSITIONED AT EITHER END mw.r ?liY ALL CONSTRUCTION PERSONNEL THE Slit SUPERVISOR/FOREMEN SHALL ENSURE THAT ALL WORKERS ARE OF THE LINE OF THE DRILL SO THAT THE FRAC-OUT CAN BE REACHED BY CREWS ON FOOT, OR MAY PROPERLY TRAINED AND FAMIUAR WITH THE NECESSARY PROCEDURES FOR RESPONSE TO A FRAC-OUT,PRIOR TO BE PULLED BY A BULLDOZER, SO THAT CONTAMINATED SOILS CAN BE VACUUMED UP. o.c•r GAfG COMMENCEMENT OF DRIWNG OPERATIONS. •*' QI wrz. 8/10%7018 815 �rtc.•.: q9 EROSION CONTROL NOTES 1. GENERAL K I j' THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, ` t MATERIALS ADEQUATE EROSION AND S SEDIMENT CONTROL MEASURES. THESE MEASURES SHALL CONFORM TO THE PLANS AND po O SPECIFICATIONS AND ALL STATE AND LOCAL REQUIREMENTS. Gj ��• ANCHOR BALES WITH 2 � "x"x4' WOOD STAKES 2. EARTH MOVING ACTIVITIES a) THE CONTRACTOR SHALL EXERCISE CARE TO PRESERVE THE t ' NATURAL LANDSCAPE AND SHALL CONDUCT HIS/HER BALES TO A FLOW CONSTRUCTION OPERATIONS 50 AS TO PREVENT ANY UNNECESSARY KV(7 Q TL BUTT EACH DESTRUCTION. SCARRING OR DEFACING OF THE NATURAL NATUL W` OTHER SURROUNDINGS IN THE VICINITY OF THE WORK AREAL EXCEPT WHERE CLEARING IS REQUIRED FOR PERMANENT WORK, FOR O J APPROVED CONSTRUCTION ROADS OR FOR EXCAVATION OPERATIONS, Z, I' z Q T. ALL TREES, NATIVE SHRUBBERY AND VEGETATION SHALL BE -. : I' z F 3 .• PRESERVED AND SHALL BE PROTECTED FROM DAMAGE WHICH MAY �o 1 4" PER FT. SLOPE ; JJJ - / BE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OPERATIONS ,f•Y w rn _� AND EQUIPMENT. U.e'. w -' UPLAND PLAN b) TOPSOIL SHOULD BE TAKEN FROM THE CONSTRUCTION AREAS AND �."� SHOULD BE STOCKPILED FOR REUSE IN FINISHED GRADING. y y 'r + / R n LINE- SLAKE LAIC BY w:::. f — / STOCKPILES SHOULD PLACED SO AS NOT TO ADD ANY SHOVEL AND LIGHTLY W ..S w y 2"z2•WOOD COMPACT ALONG UPSTREAM ADDITIONAL SEDIMENT TO THE CONSTRUCTION. THE STOCKPILES N���i SECTION - AA STAKE EDGE OF BALES SHOULD BE MULCHED AND/OR SEEDED WHEN EXPOSED BEYOND w '4' THIRTY(30) DAYS. •�: 25' WETLAND BUFFER c) GRADED AREAS ARE TO BE SEEDED AND/OR SODDED WITHIN ZWETL�D z \ SLDPETHIRTY(30) DAYS FOLLOWING EARTH MOVING PROCEDURES IF THE ft /// /// TIME OF YEAR I$NOT CONDUCIVE FOR PERMANENT SEEDING,A TEMPORARY MULCH AND OR SEEDING SHOULD BE USED. 1 w w w,, t_L L O' i/4" INSPECT AND REPAIR BARRIERS ONLY / ' '= a z TYPE "A" SECTION '�T$ W• 3. MAINTENANCE W w w FLOW T- HAY SAM SILT ER a) REPAIR ALL DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION �= w w w Q �1/$` EQUIPMENT AT OR BEFORE THE END OF EACH WORK DAY. 7p b) SEDIMENT SHALL BE REMOVED FROM SUMP AREAS.THE SEDIMENT tV r w W - U SHALL BE PLACED IN SUCH A MANNER THAT IT WILL NOT ERODE Ii N.T.S. y w w CO DOWNSTREAM FROM THE EM&WKMENFROM THE SITE. THE SEDIMENT SHALL TT OR IN OOT BE R ADJACENT TO A +1/74" R 1 1/2" STREAM OR FLOOD PLAIN. ttlt1tt11/17H !! w w w TYPE "B" c) AFTER CONSTRUCTION IS COMPLETED AND AREAS ARE SEEDED `,A A y r w w _�` '' STAKED SILT FENCE OR AND/OR SODDED, MAINTENANCE IS LIMITED TO VISUAL INSPECTIONS` p�A •..T 11 ON A ROUTINE BASIS. ' `I' `r `I' HAY BALE SILT BARRIER P` •''� •� /� r'ri w W w i. ALONG RE WETLAND PERIMETER. ` : ••; '': w w y w f ( DURING CONSTRUCTION ) z 1• 1/2- �•-- 1/4` : 11 NOTE: WRAP GRATE(TOP AND BOTTOM ) WITH . CO do• O +{ _ FILTER FABRIC. ( MIRAFI 140 OR APPROVED EQUAL) �`�• C/,� 0 ' v I w y F -, + 1/2" PREMOLDED DRAINAGE FLOW O J y % ; poly m 14" R EXPANSION JOINT DIRECTION = / MATERIAL W ' O N • P1` TYPE "C" ' V NOTES: ,Q' Z .• 1. SIDEWALKS TO BE 4' MIN PORTLAND CEMENT CONCRETE, MIN. 3000 P.S.I. •'• .�` ® 28 DAYS. 'i ••• '•O� ����� 2. BASE TO BE A MINIMUM 4" OF CLEAN SAND OR SANDY LOAM, ''i "•••" { FULLY COMPACTED, FULL WIDTH. 3. SIDEWALKS TO BE BROOM FINISHED WITH EVEN, DUSTLESS SURFACE. ��n/ ntrrmntttA 4. REPLACING EXISTING COQUINA CONCRETE SIDEWALK WITHIN THE HISTORIC DOWNTOWN WITH APPROVED COQUINA SHELL CONCRETE MIX PER CITY REQUIREMENT. STAKED FILTER FABRIC ( USE STAKED HAY BALES AS ALTERNATE WETLAND PROTECTION SIDEWALK RESTORATION DETAIL PROTECTION OF INLETS N.T.S. N.T.S. N.T.S. BOTTOM OF SWALE J O STAKES U C, FLOW EXTENSION OF FABRIC (� �+ W PLAN INTO THE TRENCH OPTIONAL POST ?O* 0 0 1" i VIEW POSTION VERTICA �P'RINCI A(CANTED 0 1J FILTER FILTER FABRIC STAKE 20"TOWARD FLOW) FABRIC BACKFILL I�r _ FILTER FABRIC = O /� �1+ 11 I—f �( 'I� z HYDROSEED OR HYDROSEED OR U ►`7 a G�s \ / - + \��% IIIIIINI �Ofl SEED AND MULCH SEED AND MULCH Z O 0 U a Q0 W ELEVATION 1V SOD C. VI CONSTRUCTION OF A Q,' SILT FENCE DETAIL A W 0 U SECDONI IE•' 1.FILTER BARRIERS MUST BE INSTATED,AS INDICATED HEREIN, PRIOR TO CONSTRUCTION. CULVERT 2.FILTER BARRIERS SHALL NOT BE INSTALLED Al ANY CONFIGURATION THAT BLOCKS Q'7 THE THROAT OF ANY STORMWATER INLET. 3.INSPECTIONS AD REPAIRS TO BARRIERS SHALL BE MADE ONLY. NOTES: 4.FILTER BARRIERS SHALL NOT BE REMOVED UNTIL APPROVED BY ENGINEER. 1. WHERE SLOPE TRENCH. E OF EXISTING/FINISHED G/FINISHED GRADE IS GREATER THAN 1 VERTICAL TO 3 HORIZONTAL, 500 TO , (,y 2. MAINTAIN EROSION CONTROL MEASURES UNTIL NEW TURF GROWTH IS ESTABLISHED. onw er. QFII/ os ar GXG STAl�ED �T RESTORATION OF TRENCH LOCATED IN DRAINAGE SWALE °"" Q (DURING CONSTRUCTION ONLY) ME 8/10/2018 N.T.S. N.T.S. A.•.: 615 9 QT Ma LiE TYPE S-1 OR S-111 C n 6 1/8'TO 1/4" CASE ASPHALTIC CONC. "''I' TOP OF BANK TYPICAL CULVERT WATER MG CROSSING 2" MIN. EXIST. PAVEMENT (COMPACTED) D o oGo FLOW LINE OF DITCH O y ~ u FRAC TANK a s B o a a a B a PIPE B a O a B a m B a a o o a B' MIN. '1 B O O 3' UNDER DITCH, 18" UNDER CULVERT UP TO 36" DIAM LIMEROCK BASE ETER, (LBRMAX. 75) 100% o v a B o o B oBo 3' UNDER CULVERTS LARGER THAN 36" DIAMETER MAX. DENSITY a a a AASHTO T-180 �� r y 12" MIN. /N - 12" MIN. PROPOSED GAS LINE VACUUM rRUCK (TANK)TO REMOVE COMPACTED BACKFlLL j ( PERPENDICULAR TO CULVERT ) SOIL CUTTINGS a DRILL RK 98% MAX, DENSITY PER y EXCESS DRILL MUD BORE PT AASHTO T-180 W" POLY LINED '� U'�" TOP OF BANK TO PREVENT >^ LEACHING D_7=» MITERED END MITERED END FLOW LINE OF DITCH - - CULVERT PIPE - MINIMUM 25' SILT SCREEN k HAY BALES l O CONDUIT OR PIPE 3' UNDER DITCH, 18" UNDER CULVERT UP TO 36" DIAMETER, AS REQUIREDMIND 3' UNDER CULVERTS LARGER THAN 36' DIAMETER Z'" PIPE BEDDING Z. W PROPOSED GAS LINE SOIL ONLY --I12 12• ap ( PARALLEL TO CULVERT ) WORK SPACE: 30' x 75' MIN. MIN. TYPICAL DITCH OR CULVERT CROSSING PROFILES (MEDIUM SIZE RIGS) STANDARD PAVING REPAIR DETAIL �+ a BORING EWfP NT LAYOUT N.T.S. N.T.S. 1T uluununn, �� N.T.S. 12tz' 5' ` •. MN MN. MAXIMUM SLOPE- 117f� i HEADWALL TYPICAL DRIVEWAY {} t:t ;"� Ep5TNG PAVEMENT (�.� • cl I CROSSING HEADWALL //. /�\\/ \��\Q `�J•'z Q i••'TOP OF BANK MITERED END�` — MITERED END // `-- •V CULVERT PIPE CONTINUATION Of OPEN TRENCH /m BORE FOR NATURAL FLOW LINE O F D IT� — — — — — — / CAS MAIN �\�\ L • r \\//j\\ '\� \ \ PROPOSED NATURAL GAS MAIN O •'� I', 3' UNDER DITCH, 18" UNDQ2 CULVERT DPoLL STRING / /\� \//�/� IJTIIIIY ACCESS PTT(IF REQUIRED) •. /_pfISTNG UTILITY EXISTING UTILITY '��i V •♦•....s•• ��` ACCESS PIT PROPOSED GAS LINE '� TYPICAL ROAE AY AND DRIVEWAY BORE DETAIL - '��� IImrnmu%11It« ( PARALLEL TO CULVERT ) N.T.S. "n In 1` TYPICAL DRIVEWAY AND MINOR ROAD CROSSING f N.T.S. 5.W aIT swam NOTES: _ — — NOTE METAL COVER W/ MARKER POST.TRACER WIRES 1.LOCATE POST AT EACH VALVE CLUSTER.EACH I,OIi TO BE FLUSH W/ALL PIPNG G.ANG'E OMIECTION.EVERY S00'MAXIMUM EXISTING ASPHALT SURFACE COURSE 8"LIFTS MARKING"GAS•" EXTEND UP POST AM) GAS" SPACING,AND AS SHOWN Ott PROJECT DWGS. EXISTING BASE COURSE / !t TYPE S-i OR 5-NI ASPHALTIC CONCRETE PATCH SHALL BE V PAVNC h SDEWAIK TO TERMINALS IN CAP."GAS'S 2.LOCATION OP MARKER ON PLAN MAY BE EXSTNG STABIU2m SUBCRAOE J —I 12"UF1S CONSISTENT WITH THE EXISTING SURFACE COURSE REATEESS SURFACES 2"CHAMFER ON ALL WRITTEN ON POST.POST COLOR ADJUSTED ONSITE TO AV040 OTHER UNFORESEEN BUT NO LESS TCH 7 E NHES ER 5 GREATER O V COLLARS W/EAR1H. FlLL MATERIAL SHALL BE PLACED IN NO GREATER THAN 12 INH AND SHALL MATH TIT EX15TING ROADWAY CROSS SLOPE. x. SHALL BE"YELLOW'FOR GAS. CONFLICTS AND ESTHETIC REASONS. LIFTS UP TO 2 FEET BELOW BOTTOM SURFACE OP UMBROCK. L.MEROCK BASE COURSE SHALL BE TWO TIMES THE EXISTING L,7 QI FINISH GRAOP LIFTSINCOMPACTE DENSITY SHALL BE NOT LESS�THAN 95 PERCENT L4EROCK THICKNESS OR 12 INCHES MIMMUM, A , I COMPACTED N NO GREATER THAN 8 NH LIFTS AT A Cl) OP THE MAXIMUM DENSITY STAINED USING THE MODIFIED PROCTOR DENSITY OF NOT LESS THAN 96 PERCENT OF THE MAXBAUM J py O F 6„ METHOD.MIMMUM BEARING SHALL BE BASED ON AN LBR OF 40. ` DENSITY OBTAINED USING THE MWMim PROCTOR METHOD ED• SLOPE AS NECESSARY DEPENDING ON GEPTH OF CUT•SpL (EAH LAYER).MINIMUM BEARING SHALL BE BASED ON AN ED TRACER WIRES ARE TIOO BLACK/10 TYPE.AND APPLICABLE SAFETY REGULATIONS I.BR OF 100. W GAUGE 7W4 WRES UJ SLEEVED UTILITY INSTALATIONS. gT AWPIPE BEDDING SHALL BE A CLASS'B'BEDDING MINIMUM F C ED ED 18" DRAMNG SYMBOL MP MINIMUM COVER FROM TOP OP STORM DRAIN TO TOP MIN. OF FINISHED SURFACE SHALL BE 15 INCHES z < MAXMUM COVER FROM TOP OF'WATER k SEWER PIPE W O R. CONCRETE FIN GRADE TO TOP OF FINISHED SURFACE SHALL BE 38 NCHES W U W '.:'•''.:iT .•'.� COLLAR f^ O a • \ CHAMFER ADSTA MIN. \'- / \- EDGE NOTES' VALVE BOX . : PIPE DIAMETER ' O GAS 1. OPEN ROAD CUTS ARE GENERALLY NOT AN ACCEPTABLE MEANS of CNG CTOF UNLESS APPROVED IN ADVANCE 04 J. •1111 BY THE DEVELOPMENT RENEW DEPARTMENT AND/OR THE ENGNEEPoNG RIGHT OP WAY DINSIH.SEE NOTE/3. OR SPAN WIDTH X. E S 12' 12'INCHES .,�: 2 MATERIALS,MIX PROPORTIONS,PRODUCTION,PLACING.CONSTRUCTION REQUIREMENTS.AND ACCEPTANCE OF PLOWABLE S 30' 30"INCHES FILL SHALL BE IN ACCORDANCE MTH THIS MANUAL f\\ ms 42" 42"INCHES G4 1IIUWARNING TAPE 3. ALL OPEN CUTS SHALL REQUIRE A PERMIT AND A 48 HOUR ADVANCE NOTICE TO THE INSPECTION MUST STAFF PRIOR TO 48"INCHES .���. COMMENCEMENT OF CONSTRUCTION.A REPRESENTATIVE FROM THE HIGHWAY INSPECTION STAFF BE PRESENT AT S �• GAS COCK THE TIME OF INSTALLATION OF THE UTILITY- .' ' i AP%JCAS-E GAS LINE 4 WORKCZHSAE TTY ALL BE MAT,TAINED MANUAL OF STI FORM TRAFFICOCONTROLNACCDANCEMTH DEVICES.PRON�ONS OF PART 8. > 80• BO•IN HES `D TOP VIEW PIPE 5. THE CONTRACTOR SHALL PROVIDE TO THE HIGHWAY INSPECTOR CERTIFICATION OF THE MIX DESIGN FROM THE AF SUPPLIER AT THE TIME OF CONSTRUCTION. °STM�` Q TEE 5. AN OVERLAY UP TO 100`IS REQUIRED ON ALL OPEN ROAD CUTS AND WILL BE DETERMINED AT THE TIME OF PERMIT oc er. GMG GAS MAIN SECTION SECTION APPLICATION RENEW. o..r GUG TRENCHING DETAIL a e1101WI8 QHM GAS VALVE BOX DETAIL MAI R POST WITH TEST BOX DETAIL s�T / N.T.S. Ni 615 N.T.S. N.T.S. 1 - i � III -'.j"f t is 6240 ~ _ V TpBR ! :1 K '4969 x 7 , Z - PROPOSED 4" PLASTIC GAS_ INSTALL I ST L i. � _ N .., PIPELINE UNDER ROADWAY VIA HORIZONTAL �j��S ' f w'• DIRECTIONAL DRILL WITH MINIMUM 36" s< � .N 5 Q'ii• Lam: .i COVER, MAXIMUM 6" REAMER. (TYP) 3'x3'x3' cn•.• 38346 i II 6' ' i • DRILL PIT z"w, 4 � w:e !; w: .e• 4 •-1 } 7' 3'x3'x3' 21' o DRILL PIT CONNECT TO EXISTING N GAS PIPE W/ 4" TAP / e 4J @ Y@@ @ �,@ id :gee }s, @ AND VALVE. `` 1`��ItFulrnut ulbtui co ♦`' Ong:@ � 'rC7 = Lu CO * / GRAPHIC SCALE u a- ,,� 39416 V o g Z J 50 Z 1.-- 0 25 50t 1II +D-':'R K i Vjt ' *flfl 110 [EXISTING GRADE SIDEWALK 114/lillHtlt111 DRIVE WAY I lop G XI TING A U I d z g - L 136 MIN 3'X3'X3' I _SIDWALK7 95 / ILL 'P{T it {}R.{{L....P{-T. ...__....... +• ` _....._. tit p��.1 o�s��e trrs trr�s oa..�..r trs+�■;o"ea w -60" MIN 8.1NM `a U / C4„ VALVE d O INSTALL PROPOSED 4" PLASTIC GAS INSTALL PROPOSED 4" PLASTIC GAS ` a W PIPELINE VIA HORIZONTAL DIRECTIONAL DRILL PIPELINE UNDER ROADWAY VIA HORIZONTAL 1� F WITH MINIMUM 36" COVER, MAXIMUM 6" DIRECTIONAL DRILL WITH MINIMUM 60" 1 CONNECT TO EXISTING REAMER. (TYP) COVER, MAXIMUM 6" REAMER. (TYP) GAS PIPE 1z. 75 PROFILE .. QJ1AI HORIZONTAL SCALE - 1"=50' g VERTICAL SCALE — 1"=10' INDEX MAP .. Q11( 6/J6or6 e- 615 spit s N t'KJIUON AL DFMVnDNAL D.J.NIB ire POR OOI ON_Y U m owft v g PERMITS: PERMITS FOR ALL WORK WITHIN FOOT, COUNTY, CITY, AND SU&MERGED LAND OF THE STATE OF FLORIDA RIGHTS-OF-WAY CONSTRUCTION ENTRANCES r ti :# o SHALL BE OBTAINED BY THE OWNER. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF ALL PERMITS BEFORE COMMENCING ANY •REMOVE VEGETATION, ROOTS, AND OTHER MATERIAL FROM ENTRANCE. WORK ON THE PROJECT. THE CITY/COUNTY/FDOT REPRESENTATIVE MUST BE NOTIFIED 48 HOURS(MINIMUM)IN ADVANCE OF STARTING •LAY DOWN GEOTEXTILE THEN 6 INCHES OF FOOT N0. 1 COURSE AGGREGATE ON TOP. cys .THE LENGTH OF ENTRANCE MUST BE AT LEAST 50 FEET. : .� it THE ADRILLING VERB. THE DIRECTIONAL ED. BORE SHALL NOT BEGIN UNTIL THE PROPER LE STATE, ES(SEE DRILL PLAN)FOR THE •MAINTAIN AS NEEDED TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. a : °� OPERATION HAVE BEEN COMPLETED. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY y �...` REGULATIONS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SILT FENCES ti .INSTALL WITHIN 24 HOURS OF LAND DISTURBANCE. v E •BURY 8 INCHES OF FABRIC IN TRENCH. RECORD DRAWINGS: SUBMIT FOR THE CITY'S APPROVAL THE AS-BUILT RECORDS IN DUPLICATE TO THE CITY/COUNTY/FDOT o •LEAVE NO GAPS(OVERLAP OR TWIST ENDS TOGETHER). N P REPRESENTATIVE THIN FIVE DAYS AFTER COMPLETING THE PULL BACK. •MAINTAIN WITHIN AND REPAIR UNTIL A GROUND COVER IS ESTABLISHED. MATERIAL JOINTS BETWEEN PLAIN END PIPES AND PIPE FITTINGS SHALL BE MADE BY BUTT FUSION WHEN POSSIBLE. MATERIALS USED SOI PILES FOR THE MANUFACTURER OF POLYETHYLENE PIPE AND FITTINGS SHALL BE PE3408 HIGH DENSITY POLYETHYLENE MEETING CELL •LOCATE AWAY FROM D0WNSLOPE STREETS, DRIVEWAYS, STREAMS, WETLANDS, LAKES, ETC. 0 CLASSIFICATION 345464C PER ASTM 03350; AND MEETING TYPE III, CLASS B OR CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248; •KEEP COVERED WITH PLASTIC SHEETING. Z AND SHALL BE LISTED IN THE NAME OF THE PIPE AND FITTING MANUFACTURER IN PPI TR-4, RECOMMENDED HYDROSTATIC STRENGTHS •CAREFULLY WET DOWN EXPOSED SOIL TO KEEP DUST AND EROSION TO A MINIMUM. AND DESIGN STRESSES FOR THERMOPLASTIC PIPE AND FITTINGS COMPOUNDS, PATH A STANDARD GRADE RATING OF 1600 PSI AT 730E STORM SEWER INLET PROTECTION � PER ASTM D-2837. THE MANUFACTURER SHALL CERTIFY THAT THE MATERIALS USED TO MANUFACTURE PIPE AND FITTINGS MEET •PROTECT NEARBY STORM SEWER INLETS WITH STRAW OR SYNTHETIC BALE, SYNTHETIC FABRIC, FILTER SOCK, OR OTHER MEASURE. Vr;; THESE REQUIREMENTS. CONTRACTOR SHALL INSPECT MATERIALS DELIVERED TO THE SITE FOR DAMAGE. ALL MATERIALS FOUND DURING •INSPECT, REPAIR, AND REPLACE AS NEEDED, AND REMOVE SEDIMENT DEPOSITS AFTER EVERY STORM. > : INSPECTION OR DURING THE PROGRESS OF WORK TO HAVE CRACKS, FLAWS,CRACKED LININGS,OR OTHER DEFECTS SHALL BE SEDIMENT CLEANUP wC�Ce REJECTED AND REMOVED FROM THE JOB SITE WITHOUT DELAY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING, TRANSPORTING AND •REMOVE SOIL TRACKED ONTO THE STREET AFTER EACH WORKDAY. SORTING ANY FLUIDS,INCLUDING WATER, TO THE WORK SITE. DISPOSAL OF FLUIDS IS THE RESPONSIBILITY OF THE CONTRACTOR. •CLEANUP ALL SOIL THAT HAS WASHED OFF SITE FOLLOWING A STORM. DISPOSAL OF FLUIDS SHALL BE DONE IN A MANNER THAT IS IN COMPLIANCE WITH ALL PERMITS AND APPLICABLE FEDERAL, STATE, OR PRESERVING EXISTING VEGETATION Z::: LOCAL ENVIRONMENTAL REGULATIONS. THE BENTONITE DRILLING SLURRY MAY BE RECYCLED FOR REUSE IN THE HOLE OPENING •PRESERVE EXISTING TREES, SHRUBS, AND OTHER VEGETATION WHENEVER POSSIBLE. •TO PREVENT ROOT DAMAGE,DO NOT GRADE, PLACE SOIL PILES, OR PARK VEHICLES NEAR TREES MARKED FOR PRESERVATION. 41:: OPERATION, OR SHALL BE HAULED BY THE CONTRACTOR TO AN APPROVED LOCATION OR LANDFILL FOR PROPER DISPOSAL •PLACE PLASTIC MESH AROUND TREES EXTENDING TO THE DRIP LINE TO PROTECT THE AREA BELOW THEIR BRANCHES.CONTRACTOR SHALL THOROUGHLY CLEAN ENTIRE AREA OF ANY FLUID RESIDUE UPON COMPLETION OF INSTALLATION, AND REPLACE REVEGETAIKON z: ANY AND ALL PLANTS AND SOD DAMAGED,DISCOLORED OR STAINED BY DRIWNG FLUIDS. •SEED, SOD, OR MULCH BARE SOIL AS SOON AS POSSIBLE. VEGETATION IS THE MOST EFFECTIVE WAY TO CONTROL EROSION. Z. DRILLING RIG: THE DIRECTIONAL DRILLING EQUIPMENT SHALL CONSIST OF A DIRECTIONAL DRIWNG RIG OF SUFFICIENT CAPACITY TO SEEDING AND MULCHING PERFORM THE BORE AND PULLBACK THE PIPE, A DRILLING FLUID MIXING, DELIVERY AND RECOVERY SYSTEM OF SUFFICIENT CAPACITY •SPREAD AND COMPACT 2-4 INCHES TOPSOIL. o0 TO SUCCESSFULLY COMPLETE THE DRILL, A DRILLING FLUID RECYCLING SYSTEM TO REMOVE SOLIDS FROM THE DRIWNG FLUID SO THAT •SEED WITH APPROPRIATE MIX FOR SITE AND SEASON. THE FLUID CAN BE REUSED, A GUIDANCE SYSTEM TO ACCURATELY GUIDE BORING OPERATIONS,A VACUUM TRUCK OF SUFFICIENT •RAKE LIGHTLY TO COVER SEED WITH %INCH OF SOIL N CAPACITY TO HANDLE THE DRILLING FLUID VOLUME, TRAINED AND COMPETENT PERSONNEL TO OPERATE THE SYSTEM. ALL EQUIPMENT •MULCH WITH ANCHORED STRAW. SHALL BE IN GOOD, SAFETY OPERATING CONDITION WITH SUFFICIENT SUPPLIES, MATERIALS AND SPARE PARTS ON HAND TO MAINTAIN •GENTLY WATER EVERY OTHER DAY UNTIL GRASS IS 2 INCHES TALL ���nuu•uu+ tf� rryrr THE SYSTEM IN GOOD WORKING ORDER FOR THE DURATION OF THIS PROJECT. THE DIRECTIONAL DRIWNG MACHINE SHALL CONSIST OF d`` �C tt''rrrri A POWER SYSTEM TO ROTATE, PUSH AND PULL HOLLOW DRILL PIPE INTO THE GROUND AT A VARIABLE ANGLE WHILE DELIVERING A SODDING +aaaaaa a� �4 PRESSURIZED FLUID MIXTURE TO A GUIDABLE DRILL(BORE) HEAD. THE POWER SYSTEM SHALL BE SELF CONTAINED WITH SUFFICIENT •LEAVE OR REPLACE 4 INCHES OF TOPSOIL Q. .•••"'•' •LIGHTLY WATER SOIL BEFORE LAYING SOD. .• •`•. �''�y PRESSURE AND VOLUME TO POWER DRILLING OPERATIONS. HYDRAULIC SYSTEM SHALL BE FREE OF LEAKS. RIG SHALL HAVE A SYSTEM TO MONITOR AND RECORD MAXIMUM PULL-BACK PRESSURE DURING PULL-BACK OPERATIONS. THE RIG SHALL BE GROUNDED DURING •ON SLOPES, LAY SOD STARTING AT THE BOTTOM AND WORK TOWARD THE TOP, LAYING IN A BRICKWORK PATTERN. PEG EACH PIECE DOWN IN SEVERAL PLACES. ; DRIWNG AND PULL-BACK OPERATIONS. THERE SHALL BE A SYSTEM TO DETECT ELECTRICAL CURRENT FROM THE DRIWNG STRING AND •USE SOD FROM SOURCES CERTIFIED BY THE DIVISION OF PLANT INDUSTRY AS'NOXIOUS WEED-FREE". O AN AUDIBLE ALARM WHICH AUTOMATICALLY SOUNDS WHEN AN ELECTRICAL CURRENT IS DETECTED. •INITIAL WATERING SHOULD WET SOIL 6 INCHES DEEP. THEN WATER LIGHTLY EVERY OTHER DAY TO KEEP SOIL MOIST. ° • •Z O BORE TRACKING AND MONITORING: AT ALL TIMES DURING THE PILOT BORE THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A BORE _ O * W ! Z TRACKING SYSTEM THAT IS CAPABLE OF ACCURATELY LOCATING THE POSITION OF THE DRILL HEAD IN HE X Y, AND Z AXES THE O CONTRACTOR SHALL RECORD THESE DATA AT LEAST ONCE PER DRILL PIPE LENGTH OR EVERY TWENTY-FIVE(25)FEET, WWHICHEVE R IS O '� MOST FREQUENT. y •• • MIXING SYSTEM: A SELF-CONTAINED, CLOSED, DRIWNG FLUID MIXING SYSTEM SHALL BE OF SUFFICIENT SIZE TO MIX AND DELIVER DRIWNG FLUID. MIXING SYSTEM SHALL CONTINUALLY AGITATE THE DRIWNG FLUID DURING OPERATIONS. THE CONTRACTOR SHALL "I.' FOLLOW ALL REQUIREMENTS OF THE FRAC-OUT AND SURFACE SPILL CONTINGENCY PLAN AS SUBMITTED AND APPROVED. DRIWNG r rryut++++++++tr FLUIDS SHALL BE A BENTONITE SLURRY. DRILL PLAN: PRIOR TO DRILLING CONTRACTOR SHALL UTILIZE ALL VERIFIED LOCATE INFORMATION TO DETERMINE DRILL PATHWAY. MARKED UP DRAWINGS SHALL BE ONSITE AT ALL TIMES, AND REFERRED TO DURING THE DRILL OPERATION. THE PILOT HOLE SHALL BE DRILLED ALONG THE PATH SHOWN ON THE PLANS AND PROFILE. THE PILOT-HOLE RADIUS SHALL BE NO LESS THAN 807E OF THE MP MAXIMUM BENDING RADIUS AS RECOMMENDED BY THE PIPE MANUFACTURER OF THE PIPE BEING INSTALLED. IN NO CASE SHALL THE BENDING RADIUS BE LESS THAN 30 PIPE DIAMETERS. THE EXACT PILOT HOLE ENTRY POINT SHALL BE WITHIN ± 5 FEET OF THE ( ) MARKER POST LOCATION SHOWN ON THE DRAWING OR AS DIRECTED BY THE CITY/COUNTY/FOOT REPRESENTATIVE IN THE FIELD. THE EXIT POINT LOCATION SHALL BE WITHIN ± 5 FEET OF THE LOCATION SHOWN ON THE DRAWING OR AS DIRECTED BY THE CITY/COUNTY/FOOT w REPRESENTATIVE IN THE FIELD. AFTER SUCCESSFULLY REAMING BOREHOLE TO THE REQUIRED DIAMETER, CONTRACTOR WILL PULL THE -- - .Ac EXISTING GAS PIPE PIPE THROUGH THE BORE HOLE.IN FRONT OF THE PIPE WILL BE A SWIVEL AND REAMER TO COMPACT BORE HOLE WALLS. ONCE PULL-BACK OPERATIONS HAVE COMMENCED, OPERATIONS MUST CONTINUE WITHOUT INTERRUPTION UNTIL PIPE IS COMPLETELY PULLED GAS- PROPOSED GAS PIPE v INTO BORE HOLE. DURING PULL-BACK OPERATIONS CONTRACTOR WILL NOT APPLY MORE THAN THE MAXIMUM SAFE PIPE PULL PRESSURE AT ANY TIME. MAXIMUM ALLOWABLE TENSILE FORCE IMPOSED ON THE PULL SECTION SHALL BE EQUAL TO 80%OF THE PIPE MANUFACTURER'S SAFETY PULL(OR TENSILE)STRENGTH. EXTERNAL PRESSURE SHALL BE MINIMIZED DURING INSTALLATION OF THE CON IRDL VALVE z PULLBACK SECTION IN THE REAMED HOLE. DAMAGED PIPE RESULTING FROM EXTERNAL PRESSURE SHALL BE REPLACED AT NO COST TO THE CITY/COUNTY/FOOT. IN THE EVENT THAT PIPE BECOMES STUCK. CONTRACTOR WILL CON C OR CEASE PULLING OPERATIONS TO ALLOW ANY 1524OO (1) POTENTIAL HYDRO-LOCK TO SUBSIDE AND WILL COMMENCE PULLING OPERATIONS. IF PIPE REMAINS STUCK, CONTRACTOR WILL NOTIFY I STATIONING LINE a THE CITY/COUNTY/FDOT REPRESENTATIVE. THE CITY/COUNTY/FDOT REPRESENTATIVE AND CONTRACTOR WILL DISCUSS OPTIONS AND A THEN WORK WILL PROCEED ACCORDINGLY. O SECTION INDICATOR Z z r 4 o E" 0 EDGE OF PAVEMENT w U' o Z U C PAVEMENT CUT & REPAIR CC) o w Cl) 0 DIRECTIONAL DRILL LOCATION �' F RIGHT--OF-WAY SF TYPE III SILT FENCE WETLAND -' Qliv •gym GMG Quit 8/10/2018 "n° 815 10. EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO THEIR ORIGINAL CONTOURS AND o m 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH COMPANY CONSTRUCTION 1. DURING ALL CONSTRUCTION ACTIVITIES WITHIN THE FOOT RIGHT—OF—WAY. TRAFFIC MUST BE CONTROLLED STABILIZED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. n a o SPECIFICATIONS. FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AT ALL TIMES IN STRICT ACCORDANCE WITH FDOT DESIGN STANDARD INDEXES 415, SHEETS 1-10, 600, AND BRIDGE CONSTRUCTION." LATEST EDITIONS, THE FDOT "UTILITY ACCOMMODATION MANUAL". AND SHEETS 1-12. 602 AND THE SPECIFIC UTILITY PERMIT ISSUED. 11. ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS y y u IN STRICT ACCORDANCE WITH THE APPLICABLE PERMIT(S) ISSUED. RETURNED TO THEIR PRE-EXISTING ELEVATION. G 2. IN ADDITION TO INDEX 600, THE CONTRACTOR SHALL ADHERE TO PART 6 OF THE MANUAL ON UNIFORM 12. ANY DISTURBED AREA WILL BE RESEEDED WITH NATIVE GRASS SEED, AND SEDIMENT CONTROL 2. THE CONTRACTOR SHALL NOTIFY THE LOCAL FDOT MAINTENANCE OR RESIDENT ENGINEER A TRAFFIC CONTROL DEVICES (MUTCD) FOR MAINTENANCE OF TRAFFIC ON ALL CITY AND COUNTY ROADWAYS. FENCE SHOULD BE REMOVED. MINIMUM OF 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND IMMEDIATELY UPON COMPLETION OF 3. ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN SHALL SUBMITTED 13. IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. WHICH ARE WORK. M TE BE TO THE LOCAL FOOT LOCATED WITHIN THE OFFICE HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. RIGHT-OF-WAY, SHALL BE PROTECTED WITH TYPICAL INLET SEDIMENT FILTERS. THESE FILTERS WILL BE REMOVED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. e • 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL SYSTEM F � 4 THIS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ALL NOTIFICATIONS IN THE TIME AND MANNER AT (800)-432-4770 FOR LOCATION OF UNDERGROUND UTILITIES AS REQUIRED BY STATE STATUTES. N h Q rs AS OUTLINED IN THE PERMIT ISSUED AND AS REQUIRED BY ANY STATE OR COUNTY LAWS PERTAINING TO 14. ALL CABLE MARKERS TO BE PLACED AS FAR BACK TO RIGHT-OF-WAY LINE AS POSSIBLE. • 4. FACILITY LOCATIONS AS SHOWN ON THESE DRAWINGS ARE GENERAL IN NATURE. THE NOTIFICATIONS. 15. ALL HARD SURFACE THOROUGHFARES TO BE DIRECTIONAL BORED MINIMUM 60" BELOW CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY EXISTING UNDERGROUND UTILITIES PRIOR TO SURFACE MINIMUM 5 FROM EDGE OF PAVEMENT OF SURFACE TO BE CROSSED. Z, 5. THE CONTRACTOR MUST HAVE A COPY OF THE APPROVED PERMIT APPLICATION PACKAGE AVAILABLE AT ? BEGINNING CONSTRUCTION. THE JOB SITE AT ALL TIMES. 16. ALL HARD SURFACED DRIVEWAYS TO BE DIRECTIONAL BORED. 5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING \W;; 6. PROJECT WORK HOURS SHALL BE IN STRICT ACCORDANCE WITH THE FOOT UTILITY PERMIT V::; STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN 17. DRAWING DISCLAIMER: FACILITY LOCATIONS ARE GENERAL IN NATURE. ENGINEER WILL NOT BE EXPENSE. REQUIREMENTS. HELD ACCOUNTABLE FOR THE ACCURACY OF THE INFORMATION PROVIDED ON THESE DRAWINGS. >"" �:.:. 7. LANE CLOSURES SHALL BE IN STRICT ACCORDANCE WITH THE FDOT PERMIT ISSUED. CONTRACTOR MUST LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION w:;: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LINE AND GRADE STAKES IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED g, CONTRACTOR MUST MAINTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED DUE TO HIS ACTIVITY, THE �.... IMMEDIATELY TO THE COMPANY OR THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY CONTRACTOR IS REQUIRED TO REPLACE THEM IMMEDIATELY IN ACCORDANCE WITH CURRENT STATE OR CITY Z:;; ERRORS. NORMAL, GOOD PRACTICE SITE PREPARATION PROCEDURES SHALL BE USED FOR THIS PROJECT. THESE I 1:: STANDARD SPECIFICATIONS. PROCEDURES INCLUDE: STRIPPING THE SITE OF EXISTING VEGETATION AND TOPSOIL, COMPACTING THE 7. ALL PROPERTY CORNERS AND SURVEY MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO SUBGRADE AND PLACING NECESSARY FILL OR BACK FILL TO GRADE WITH ENGINEERED FILL. A MORE w:: BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED. THE COMPANY SHOULD BE 9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED SURFACES UNTIL CONSTRUCTION DETAILED SYNOPSIS OF THIS WORK IS AS FOLLOWS: 11111 Z NOTIFIED IMMEDIATELY IN ORDER THAT THE COMPANY MAY HAVE A SURVEYOR REFERENCE SAID ACTIVITIES ARE COMPLETED. C7? POINT PRIOR TO DISTURBANCE. ALL G.P.S. CONTROL POINTS ARE TO BE PROTECTED. IF DESTROYED 1. PRIOR TO CONSTRUCTION. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITY ONES WITHIN THE Z" DURING CONSTRUCTION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE CONTROL 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL SYSTEM AT CONSTRUCTION AREA SHOULD BE ESTABLISHED. PROVISIONS SHOULD THEN BE MADE TO RELOCATE STHE POINT(S) AT HIS EXPENSE. (800)-432-4770 FOR LOCATION OF UNDERGROUND UTILITIES. INTERFERING UTILITIES TO APPROPRIATE LOCATIONS. ABANDONED PIPES SHALL BE PROPERLY REMOVED OR PLUGGED. AS THEY MAY SERVE AS CONDUITS FOR SUB- SURFACE EROSION WHICH MAY SUBSEQUENTLY � 8. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF 11. THE CONTRACTOR SHALL PROVIDE AN FDOT MOT CERTIFIED PERSON/COMPANY TO ENSURE COMPLIANCE LEAD TO EXCESSIVE SETTLEMENT OF OVERLAY STRUCTURE(S). APPROVED "PIPELINE CONSTRUCTION SPECIFICATIONS", THE LATEST ISSUE OF THE CONSTRUCTION WITH MOT REQUIREMENTS DURING CONSTRUCTION. N DRAWINGS, ANY SPECIAL PROVISIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. P. IT IS PROPOSEDR O OF ED THE TOP OF R CLAYEY SANDS BE MAINTAINED NT. IFA MINIMUM OF 2 FEET BELOW THE 12. WHEN EXISTING DRIVEWAYS (DIRT OR NON-PAVED) ARE TO BE CLOSED DUE TO OPEN TRENCH. THE HEMINIMUM BOTTOM T THE BASE MATERIAL EXIST. WEOR OMME PAVEMENT. TITHE SITE GRADING IS SUCH TO PERMITTEE CONTRACTOR SHALL NOTIFY THE OWNER SEVEN DAYS PRIOR TO WORKING ON THE DRIVEWAY. THE SEPARATION DOES NOT EXISTI WE RECOMMEND UNDERCUTTING THE CLAYEY MATERIALS TO 9. ALL CLEARING, TRENCHING. BORING, WELDING, COATING AND RECLAMATION WORK SHALL BE / MAINTAIN THIS SEPARATION AND BACK FILLING WITH CLEAN STRUCTURAL FILL, AS DESCRIBED BELOW. �"'� PERFORMED IN STRICT ACCORDANCE WITH THE COMPANYS "PIPELINE CONSTRUCTION RESTORATION SHALL BEGIN IMMEDIATELY AND OPEN TRENCH SHALL BE RESTORED PER FDOT INDEX 307. '`,����pa+w trrnt�tgttt SPECIFICATIONS AND APPLICABLE FDOT STANDARDS. 3. COMPACT THE SUBGRADE FROM THE SURFACE WITH A LIGHT WEIGHT VIBRATORY ROLLER (A 2 TO 3 T,(,1PT CLEAN UP+1 11O flC1111�1& ROLLER. STATIC WEIGHT AND 3 FOOT DRUM"DIAMETER) OR TRACKED DOZER EQUIPMENT UNTIL A MINIM •••...■ ■•• p�� 10. ALL EXCAVATION WORK SHALL COMPLY WITH 29 CFR, PART 1926 P (OSHA) 1. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND DISPOSE OF PROPERLY AND MEETING ALL AGENCIES DENSITY OF AT LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM 0-15 •• • • REQUIREMENTS AND THE COMPANYS CONSTRUCTION STANDARDS. STANDARD. A DEPTHOF 11 INCHES BELOW THE COMPACTED SURFACE IS OBTAINED. A MINIMUM OF EIGHT(8) CQ� . •• �'4 COVERAGES SHOULD BE MADE IN THE PAVEMENT CONSTRUCTION AREA WITH A ROLLER TO IMPROVt TH i O qg• 2.CONTRACTOR SHALL RESTORE ALL ITEMS TO THE EXISTING CONDITIONS OR BETTER. ITEMS INCLUDE BUT UNIFORMITY AND INCREASE THE DENSITY OF THE UNDERLYING SANDY SOILS. THE USE OF HEAVY • y i NOT LIMITED TO CONCRETE DRIVEWAY, DRIVEWAY APRON, MAIL BOXES. DITCH. CONCRETE SIDEWALK, TREES, COMPACTION EQUIPMENT SHALL NOT BE UTILIZED DUE TO THE POTENTIAL FOR PUMPING OF THE IJEA 0 W=� LANDSCAPING, UNDERGROUND UTILITIES, ABOVEGROUND UTILITIES, AND GRASS. CLAYEY SOILS ENCOUNTERED, UNLESS APPROVED BY THE ENGINEER. -_ •Z '' U 8 1. CONTRACTOR SHALL COMPLY WITH FEDERAL. STATE, AND LOCAL LAWS CONCERNING SAFETY AND = :W CD RELATED ISSUES. CONTRACTOR SHALL ENFORCE COMPANYS MINIMUM REQUIREMENTS FOR SAFETY 3. NO OPEN HOLES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR APPROVAL FROM CITY/COUNTY/FDOT. SHOULD THE SUBGRADE SOILS EXPERIENCE PUMPING AND SOIL STRENGTH LOSS DURING THE COMBAC (Id v O a� (9 AND SHALL MONITOR TO ENSURE COMPLIANCE WITH ALL COMPANY SAFETY REQUIREMENTS. OPERATIONS, COMPACTION WORK SHOULD BE IMMEDIATELY TERMINATED AND (1) THE DISTURBED • , Q (3jfR�' CONTRACTOR MAY ENFORCE ITS OWN SAFETY REQUIREMENTS TO THE EXTENT CONTRACTOR'S 4. THE DIRECTIONAL DRILL CONTRACTOR SHALL CONTAIN THE DRILLING MUD, BENTONITE CLAY, AND DISPOS REMOVED AND BACKFILLED WITH DRY STRUCTURAL FILL SOILS WHICH ARE THEN COMPACTED, OR Z• co 4 • REQUIREMENTS DO NOT CONFLICT WITH THOSE OF THE COMPANY. OF THE MATERIAL PROPERLY AS REQUIRED BY ALL STATE AND FEDERAL REGULATIONS. THE CONTRACTOR IS EXCESS PORE PRESSURES WITHIN THE DISTURBED SOILS ALLOWED TO DISSIPATE BEFORE RECOMPA REQUIRED TO IMMEDIATLY SWEEP AND CLEAN UP ANY SPILL ONTO THE ROADWAY OR AREA OUTSIDE OF THE 2.IF UNSAFE CONDITIONS OR PRACTICES ARE DISCOVERED, THE CONTRACTOR SHALL BE CONTAINMENT AREA. V TO AVOID PUMPING OF THE UNDERPLAYING CLAYEY SOILS, SELF PROPELLED VIBRATING EQUIPMENT Sy. Lf� ••' �� ••• ` �����, RESPONSIBLE FOR TAKING IMMEDIATE CORRECTIVE ACTION. ANY ACCIDENT RESULTING IN INJURY OR REMAIN MINIMUM BE 2 FEET ABOVE WITH A VIBRATORY THE SANDY SOILS WITHIN 2 FEET OF THE ii DEATH TO PERSONS OR PROPERTY DAMAGE SHALL BE PROMPTLY REPORTED BY THE CONTRACTOR TO 5. ALL DRIVES DAMAGED OR OPEN CUT DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED THE FULL CLAYEY SOILS MAY THE COMPANYS INSPECTOR. THE CONTRACTOR SHALL ALSO PROVIDE A WRITTEN REPORT OF EACH WIDTH OF THE DRIVE FROM THE EDGE OF PAVEMENT TO THE FURTHEST POINT OF DAMAGE. CONCRETE tttttHnlnntt ACCIDENT TO THE INSPECTOR. DRIVES SHALL GO TO THE FURTHEST EXISTING CONSTRUCTION JOINT. ALL DRIVES SHALL BE SAW CUT. OPERATE IN THE STATIC MODE OR WITH A TRACK DOZEC TO AVOID DISTURBING THE CLAYEY SOILS. A MINIMUM OF 18 INCHES OF SAND SHALL OVERLAY THE CLAYEY SOILS PRIOR TO OPERATION OF ANY TYPE 3.IN ACCORDANCE WITH THE COMPANYS PIPELINE CONSTRUCTION SPECIFICATIONS, A CLEAN WORK 6. DRIVES SHALL BE REPAIRED WITH THE FOLLOWING: OF CONSTRUCTION EQUIPMENT. EXCESS DISTURBANCE TINANO NSTHE CLAYEY SOILS WILL WLL DEGRADE THE STRENGTH AND CHARACTERISTICS OF THE SOIL AND MAY RESULT IN UNSUITABLE SOIL WHICH WILL REQUIRE OVER AND PLACE SHALL BE MAINTAINED AT ALL TIMES. SUPPLIES AND WASTE MATERIALS SHALL BE MAINTAINED SUBSEQUENT BACKFILLING WITH CLEAN FINE SAND FILL MATERIAL. IN AREAS WHERE CLAYEY SOILS ARE IN AN ORDERLY MANNER AND AT A SAFE DISTANCE FROM WATER SUPPLIES, ROADS, WALKWAYS, AND ASPHALT= ENCOUNTERED NEAR THE GROUND SURFACE OR ARE EXPOSED BY OVER EXCAVATION, AN INITIAL LIFT OF ANY AREAS REQUIRING PUBLIC ACCESS. TEMPORARY GUARD RAILS OR BARRICADES ARE REQUIRED 1-}" ASPHALT (S-1 OR S-3) ON STRUCTURAL FILL MAY BE PLACED PRIOR TO COMPACTION OF THE SUBGRADE SOILS. AROUND EXCAVATIONS, MANHOLES AND OBJECTS PROTRUDING INTO WALKWAYS OR ROADS. 6" LIMEROCK LBR 100 ON 6" SUB-BASE STABILIZATION LBR 40. DUE TO THE PRESENCE OF THE NEAR SURFACE CLAYEY SOILS, THE SITE MAY BECOME DIFFICULT TO WORK 4.ALL SAFETY CONTROL DEVICES FOR PUBLIC AND TRAFFIC SHALL BE FURNISHED AND DURING WET WEATHER. IF CONSTRUCTION IS BEGUN DURING WET WEATHER, IT IS RECOMMENDED THE MAINTAINED BY THE CONTRACTOR IN STRICT COMPLIANCE WITH FEDERAL, STATE. AND LOCAL LAWS. CONCRETE= BUILDING AND PAVEMENT SUBGRADES NOT BE DISTURBED OTHER THAN TO STRIP VEGETATION. FILL AND ORDERS, RULES, AND REGULATIONS AND ANY ADDITIONAL SAFETY MEASURES REQUESTED BY THE 6" CONCRETE 3,500 PSI ON GRADING OPERATIONS SHOULD BE PERFORMED WITH A MINIMUM DISTURBANCE TO THE SURFICIAL SOILS. IN COMPANY'S INSPECTOR. ( ) THIS REGARD, IT IS RECOMMENDED THAT TRACK EQUIPMENT BE USED ON SITE. O 6" SUBBASE STABILIZATION LBR 40. CONTRACTOR SHALL MEET EXISTING DRIVE THICKNESS IF IT EXCEEDS THICKNESS ABOVE. 4. TEST THE SUBGRADE FOR COMPACTION AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 10,000 5.THE CONTRACTOR SHALL GIVE DUE CONSIDERATION TO THE INTERESTS OF PROPERTY OWNERS AND SQUARE FEET. O TENANTS WHEREVER INVOLVED, ADHERE TO ALL RIGHTS-OF-WAY RESTRICTIONS AND PERMITS, AND L� EXERT ALL REASONABLE EFFORTS TO MAINTAIN GOODWILL FOR THE BENEFIT OF THE COMPANY. 5. PLACE FILL MATERIAL, AS REQUIRED. THE FILL SHOULD CONSIST OF CLEAN, FINE SAND WITH LESS THAN A 1. CAUTION: ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE LOCATED PRIOR TO 10 PERCENT SOIL FINES. PLACE FILL IN UNIFORM 10 TO 12 INCH LOOSE LIFTS AND COMPACT EACH LIFT TO (I) GL p' w 6.IN ACCORDANCE WITH THE COMPANYS PIPELINE CONSTRUCTION SPECIFICATIONS, THE CONSTRUCTION. A MINIMUM DENSITY OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. �Ll 0 CONTRACTOR SHALL PROVIDE TEMPORARY APPROACHES TO AND FROM CROSSINGS OF PUBLIC ROADS, 1F"''" } PRIVATE ROADS AND ENTRANCES THAT MAY BE OPENED FOR CONSTRUCTION, AND MAINTAIN THEM IN 2. VEGETATION CLEARING WILL BE KEPT TO THE ABSOLUTE MINIMUM NECESSARY FOR CONSTRUCTION. 6. CONTRACTOR SHALL OBTAIN RECORD /EVIDENCE OF ALL EXISTING FEATURES VIA VIDEO TAPING OR O A SAFE CONDITION. THE CONTRACTOR SHALL PREVENT UNDUE TRACKING OF MUD ONTO PUBLIC PHOTOGRAPHS PRIOR TO ANY CONSTRUCTION. Z g m ROADWAYS. IF MUD IS TRACKED ONTO ANY PUBLIC ROAD, IT SHALL BE PROMPTLY REMOVED SO THAT 3. MATERIAL RESULTING FROM EXCAVATION WILL NOT BE PLACED IN SUCH A MANNER THAT IT IS IT DOES NOT CREATE A TRAFFIC HAZARD. DISPERSED BY CURRENT OR OTHER FORCES. THE MATERIAL SHOULD BE COLLECTED AND CONTAINED AT O ' ONE SITE AS APPROPRIATE. I g W O a 4. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS OR LOW GROUND PRESSURE W U p 1. ALL BACKFILL OVER UTILITIES LOCATED UNDER PROPOSED PAVEMENT AREAS SHALL BE COMPACTED EQUIPMENT USED DURING CONSTRUCTION TO LIMIT SOIL DISTURBANCE TO THE MINIMUM AREA REQUIRED Ve U a PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125.8.3.. TO 98% OF THE MAXIMUM DENSITY PER TO INSTALL THE UTILITY. AASHTO T-99. (lD 1 5. NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL B€ PLACED IN WETLANDS. 2. ADJUSTMENT OF INLET TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE Q MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 6. APPROPRIATE STATION AND EROSION CONTROLS WILL BE USED AND MAINTAINED IN EFFECTIVE pWI OPERATING CONDITION DURING CONSTRUCTION, AND ALL EXPOSED SOIL AND FILLS WILL BE PERMANENTLY 3. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM DRAINAGE FACILITIES AND STABILIZED AT THE EARLIEST PRACTICABLE DATE. SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. I3+ ANY FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. 7. SEDIMENT CONTROL FENT (SILT FENCE) SHOULD BE INSTALLED AND MAINTAINED FOR THE DURATION 4. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE OF THE CONSTRUCTION. SILT FENCE WILL BE INSTALLED ALONG AND WITHIN THE RIGHT-OF-WAY LINE (12 SURFACE COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. FT. AWAY FROM THE EDGE OF THE RIGHT-OF-WAY), IF A BODY OF WATER OR POTENTIAL WETLAND IS � GS LOCATED WITHIN 60 FT. FROM THE EDGE OF THE RIGHT-OF-WAY. ANY OTHER SITUATIONS WILL BE _ 5. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS APPROVED BY ENGINEER. ma■w Q" THAN 12" BELOW BOTTOM OF BASE (F.D.O.T. INDEX NO. 205). 8. WHEN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH WILL BE BACK FILLED o•c■r GUG WITH TOP SOIL FROM THE TRENCH. o•c ar Qyy 9. EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND PLACE ON UPLAND AREAS w 8/10/2018 IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. A■w.. 615 s Tre.: 2 hT CONSTRUCTION PLANS PROPOSED INSTALLATION OF 4" PLASTIC GAS MAIN ALONG .� NORTH RIGHT OF WAY OF 5TH AYE o a zr IN CITY OF ZEPHYHILLS, FLORIDA ,�� W. � � f.: PROJECT v ae° LOCATIONjj ce AN EMERA e i i'ia1'"°S COMPANY 4<� �" '; y .a a � '` ` 'g s €y sr"yi3 ,t� tea-.�� .✓ W. �- s r� x as � Etf`, 6f .�'+, Ic .,,��� ,�, �� c � ,� , „ SHEET INDEX: -.."h •� �3₹?v'.v t _ - u. '°ate- 3 3 '� -`may'y� 3,5 ' mac'. g a 1. COVER GENERAL NOTES P1JECT 2.-3. GENERAL NOTES I. THE LOCATIONS AND SIZE OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE a ₹ 3. tt``ttt ''�• � ; � � '. FDOT CONSTRUCTION NOTES * APPROXIMATE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISTING •••••. FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO 3_% '� _- p. ge. ': 26. PLAN AND PROFILE �.�� P• '• ••.•v ASCERTAIN AND DETERMINE PRECISE LOCATIONS PREPARATORY TO EXCAVATING AND zn F „- a .,� . , y . ,. x ;r� -. ALSO FAMILIARIZE HIMSELF WITH ALL VOLTAGES CARRIED IN OVERHEAD OR y p ;. , Dl GENERAL DETAILS UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE r �' zephyVhrns rI : (.I co AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED .-• -`- ,`` r 3 � ^' " p W APPROXIMATIONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES THAT :' D2 EROSION CONTROL DETAILS CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION. ALL ROW ONES, y PROPERTY ONES AND EASEMENT ONES ARE APPROXIMATE ONLY AND ARE TO BE x 3 03 FRAC—OUT CONTINGENCY PI�1N�W EA co * 8 CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. s - - - W � � D4—D7 FDOT MOT PLAN () Z : 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS .' '' .t `�' ``"' ',„ .v -- �.�„ Z� i BEFORE BEGINNING CONSTRUCTION. •• i CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 A MINIMUM OF 2—DAYS AND A MAXIMUM OF 5—DAYS PRIOR TO START OF CONSTRUCTION. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS V V V /lplN t►t IIJIU NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO V v; say .,1' 5si%' 'rv: , 'hr .3"' r :B`o- ,'�v £ "�.a ✓ e, x' x �, b SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. .: 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION x�a ��` '� r V ;. SAFETY. �yr t ,�K N ,g- �, n' m _ s a � '. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL ° ', '& xy � •. PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER V° �c z�* 6. ALL FEATURES ARE NOT SHOWN. THE FEATURES NOT SHOWN INCLUDE, BUT ARE NOT LIMITED TO, OVERHEAD UTILITIES, TRAFFIC CONTROL WIRING AND APPERTAIN— - a Q ANCES, EXISTING UTILITY SERVICE LINES AND ROAD SIGNS. IT SHALL BE THE 1 R x V CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT THESE FACILITIES DURING , '_ CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONSTRUCTION SHALL BE REPAIRED U BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. s e �v ' s d Z 7. THESE PLANS ARE NOT AN ACTUAL SURVEY. RIGHT OF WAY AND EDGE OF . ' f' , s W PAVEMENT INFORMATION IS APPROXIMATE BASED ON EXISTING RIGHT OF WAY MAPS if a AND AS-BUILTS. s n at ti ��rsy z, 9 ..7. _. ix,. .m,.: ,,,.>_e �, <•T. .. ,.rv.7�.-.x ,...�., ._. 'i t�l �i C�II ►� g m > Q z O 0 •L0 CA TION MAP CALL 48 HOURS BEFORE YOU DIG IN FLORIDA o FQRa. F TECO—Peoples Gas System, Inc. PT'S THE LAS 1-800-432-4770 o+ti er.8416 PALM RIVER RD SUNSIm76 STAYS ONE CALL OF F D=A WIG,INC. QHM TAMPA, FL 33619 as 8/18/'1016 615 sNm en 1