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Levy Road ROW permit CITY OF ATLANTIC BEACH J .s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Jit 9' RIGHT OF WAY PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-ROW-3085 Job Type: RIGHT-OF-WAY PERMIT Description: install 2-inch plastic gas main on south side of Levy Road between Mayport & Orchid Streets Estimated Value: Issue Date: 2/3/2017 Expiration Date: 8/2/2017 PROPERTY ADDRESS: Address: 0 LEVY RD RE Number: None PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: All runoff must remain on-site during construction. Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. All damages to infrastructure must be repaired by Contractor. Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. See attached Utility Maps. FEES: Total Payments: $0.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rt�Lv�, City of Atlantic Beach APPLICATION NUMBER Building Department _ (To be assigned by the Building Department.) 800 Seminole Road 1 0 0 j - Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247 5845 is 7f;r Date routed E-mail building-dept@coab.us City web-she: http://~.00ab.us APPLICATION REVIEW AND TRACKING FORM Property Address: L�.�.t Qct. bd►,I�u\ }�QICN De artment review required Yes No O � 2 Building Applicant: R �Lw �Of\St ILLG�iDf1 ITE_ 1�a,,S Planning&Zoning Tree Administrator Project: S{Q.%k D tt `f1%*u QS 1f\ O u is 'f00. i Utilities SDtfiMS\� Public Safety Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Flodda Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ®Approved. ❑Denied 16A.117-11 (Circle one.) Comments: ,41AFT17444161000d BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. Deni PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised MUM gs--ti`Ir, City of Atlantic Beach APPLICATION NUMBER d' Building Department _ _ (To he assigned by the Building Department.).._ 800 Seminole RoadAtlan i' Phonte(904)2475826 ic Beach, Florida 3 Fax 0447-110 Z 5 21017i tY E-mail building-dept@coab.us Daterouted: 011.)OZIDI4 Cityweb-site: http://www.coab.us BY APPLICATION REVIEW AND TRACKING FORM Property Address: L2oy 94 hOWMn $O {l1tlnS�R� f0Q }%-Q(r•4Administrator review ew required Yes No Applicant: OVGW tonStfutl0A /TECNad— TCIS Planning Project: i blk N US IL M `A p Tree Public Fire Services Review fee $ Dept Signature +� Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPY CATION STATUS _ Reviewing Department First Review: EEApproved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: v% /vW— Date:? TREEADMIN. Second Review: ❑Approved as revised. []Denied. C WORKS � Comments: C UTILITIES SS PUBLIC S� n Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Yuro • Engineering/Pemduing v & • Development Services Asaocia[es,u.c • Property Management J • Construction Management D • ADA Consulting JAN 222011 D January 18, 2017 City of Atlantic Beach Permitting 800 Seminole Road Atlantic Beach, FL 32233 RE: TECO Peoples Gas—Levy Road Gas Main Installation Atlantic Beach, FL Dear Sir, Attached for your review, please find the following information for the above referenced project: • Two(2)copies of the signed & sealed design plans • One(1)copy of the Right-of-Way permit Application(s) Please review the attached information at your earliest convenience and contact me if you have any questions or if you need any additional information. Sincerely, 74W�� Michael J. Yuro,P.E. President Cc: Mr. Landon Meahl— TECO Peoples Gas 145 Hilden Road,Unit 108, Ponce Vedra FL 32081 (904)343-0929 * myum a('mjyuwxom - (904)343-092 9 CITY OF ATLANTIC BEACH MY(4 9A T71 Q0 C°�''f CONSTRUCTION PERMIT WITHIN CIN RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 9042473800 ® Atlantic Beach,Fladda 32233-5445 Fax 904247-5845 PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Data January 16,2017 PERMrA` Job Address LeVY Road ISSUED BY THE CITY Pernitee: TECO Peoples Gas- Landon Meab1,Project Manager Telephone 0 904-443-7308 Permittee Address: 4040 Philips Highway,Jacksonville,FL 32207 Requesting Permission to Construct: 2"plastic gas main along the south side of Levy Road,from Mayoort Road west to Orchid Street flee attached Plans for additional information) Location: (Reference to Cross-Street) Levy Road/Mayport Road 1. Applicant declares that prior to fling this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utillties/Municipalifies: Jacksonville Electric Authority Yes(X) No ( ) Date: 1217/16 Bell South Telephone Company Yes()) No ( ) Date: 12/7/16 Ferrell Gas Yes()Q No ( ) Date: 12/7/16 Comcast Yes()C) No ( ) Date: 1217/16 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Jeff Winters (Contractor's Project Superintendent) located at leffwlntersrawAornall.com Telephone M 850-363-3219 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 45 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,tltle and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER �/ I1 Signed:_ —44.em_ f�7 41 Date: Before me this I „� dayof, i t Gounty of nuval, ;1;:e KATHY S.MARSH State Of Florida,has personally appeared nn Yln SGL.( �'•'= Notary Puall SGI4 or Florida Notary Public at Large,State of Fwwuuaa Co cf Duval. CommivfiM Y GG 006863- My commission exPirea: (o l s a[� O `.-11j Comm.[IPIIBa Jun Ze.ZOZO Produced idemica'W' 80ndedThroupA Naiana Notary Assn it R.O.W.Permit Attachment of for R.O.W.Permit# 11-00'3045 issued 20_ Atlantic Beach,FL 32233 Permittees as 0onet's Name TECO Peoples G Property Address: Levy Road Subdivision: R.E.#: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this _ day of , 20_, by Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred ton"CITY" and TECO Peoples Gas of Atlantic Beach Florida,hereinafter referred to as"USER". Jacksonville, WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is genemlly described as: Install 2"plastic gas main along the south side of Levy Road.from Mayport Road,west to Orchid Street Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 4040 Philips Hwy Jacksonville,FL 32207 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER farther agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terns of this permit and that all of said liabilities are hereby assumed by the USER. DATED/ ,g and SIGNED this I&I day of_�vy,,, n 20�. Property Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this IS4-day of —Z >O, ,rC--� 20 t,, personally appeared before me, a Notary Public in and for said County and State, M i[i111, the property owner of Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public i L said County and State ,„.,,;.,, , IfAYNY s.uAgsa -yi-' F•..airy►o611c 61ar0 01 FbFMi; Commission M GG 006667 ;y e tty Comm.Esplms Jun 26.2010 M 6onR�!vas9s Na0naamaY Ann. CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Approved: Donald D.Jacqp6vitZ tt. Public WorkyDirector File: 12/11/16 Page 2 of 2 I iri1. ya � o .,,' .. < ., J �^ ��IIIUIiIIUIINIIIIiiliill' , r i^ F '!ii�llll' IIIIIIIiII �P A - 4 ♦ i ♦ J . 1. 1• • {4 •. � I t O 4� t � R s y � k t k NRU LAN e�]ICONS C ION P S yC � f A N ? 4 2017 PROPOSED GAS MAIN INSTAL INSTALL 2" P.E. GAS XtkIN ALONG LEW ROAD 1.. THE LOCATIONS AND°S"Ir E OF EXISTING UT'L.ITIES AND RIGHT OF WAY,AS SW)WN OINTHE PLAINS ARE APPROXIMATE ONLY AND SHOILD BE VERIFIED 13Y THE CONTRACTOR PRIOR TO COINSTRUCT�ON HOWEVER,THERE IS INOGUARANTEC THAT ALL EXISTING FACiUTIES HAVE SEEN FOUND OR SHOWN, THE CONTRACT)R IS FOREWARNED TO ASCERTAIN AND DETERMINE PRECISE LOCATIONS PREPARTORY TO EXCAVATING AND ALSO FAMILIARIZE HIMSELF WITH ALL VOLTAGES CARRIED INDVERHEAD OR UNDERGROUND UTILITY SHEET E, F SERVICES- NO CLAIM F"+(�R EXTRA COST SIAI t.SE MADE AGAINST THE O6'9 NFR OR ENGINEER AS A RESULT OF THE AFOREMNTIOINE APPROX40AT:ONS, THE CONTRACTOR�!*' SMALL LEGATE EXACTLY ALL EXISTING UT_ITIES THAT CROSS THE PROPOSED GAS PWOR TO CONSTRUCTION. ALL P. LINES PROPERTY LINES AND EASEMENT LINES ARE -3. �x��T�d NOTES&DETAILS APPROXIMATE ONLY AND ARE TO BE COIN RIMEU BY THE CONTRACTOR �I PRIOR TO CONSTRUCTION.. 4. PROJECT LAYOUT ALL UTILTY COMPANIES AT LEAST HOURS BEFORE . THE CONTRACTOR SMALL NOTFY . BEGINNING CONSTRUCTION- CO NTRACT"I SHALL"CALL SUNSHINE"1-800-4324770 A s -"�. SIT ;� M9ItNIMUM�OF 2-DAYS AND A MAX OF SAYS PRIOR TO START OF CONSTRUCTION, A 8-9. DETAILS _ r 3- IT IS THE RESPONSIBILITY OF THE COINTRaCTOR TO USE WHATEVER MFA ISIS NECESSARY TO F r, CONTROL AND PREVENT EROSION AND TIANSPORT"OF SEDIMENT TO St PFACF DRAINS AND 1041. EROSION ON T TOLE'' TO DITCHES DURING COLI STRUCTION- - 1 e , IMOT P -F OT INDEX'S 4. THESE.DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, , FRAC-OUT CONTINGENCY PLAN 5 CONTRACTOR IS SOLELY RESPONSIBLE F(R CONSTRUCTION SAFETY, SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE NCIN TY OF POWER LINES AND OTHER UTILITIES. � ALL FEATURES ARE NOT SHOWN. THE FEETUF#ES NOT SHOWN INCLUDEp'F3UT ARE NOT PE"ITSUBMITTAL LIMITED TO,OVERHEAD IIG AND APPURTENANCES, EXISTING TTY SEFVICELINES AN ROA)SIGNS- T SHALL BE THE CONTRACTOR'S 1/16/2017 RESPONSIBILITY TO LOCATE AND PROTIuG THESE.FACILITIES DURING CONSTRUCT=ON,ANY DAMAGE CAUSED BY THE CONSTRUCTIENSHALL BE REPAIRED BY THE CONTRACTOR AT NO AC=TIONAI.COST TO OWNER. 7. THESE PLANS ARE NOT AN ACTUAL SURVIF, RIGHT OF WAY AND EDGE OF PAVEMENT r.� INFO RI ATIOIN IS APPROXIMATE ONLY AINLSASED ON EXISTING RIGHT OF WAY MAPS ANCDIOR AS-BUILT MAP& FI ALL CONSTRUCT'`(ON WITHIN F4EDOT RIGHT-CFAIVAY SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDAR!INlCDsCFS,THE F'OO'T STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,A40 THE F OT UTILITY ACCOMMODATIONS ill FOO T°F' 'RfvfITREQIRRED FOR MA YPOR MANUAL, ROAD CROSSING AN F-ME.-RA COMPANY 9, 1INSTALLATIOIN TO BE IN ACCORDANCE%,VM THE LATEST EDITION OF THE Z CITE"OF ATLANTIC BEACH PERMIT TECO PEOPLES GAS-CONSTRUCTION STa NDARCDS MANUAL", REQUIRED FOR LEVY ROAD cAl-1.48 f°I+C?URS I3F1"`ORE'l OU 01(;IN FLORIDA Engineering Permitting uro Development Services Property Management Ill's T 4`I As I t D t }• r, ON * ADA ConsWting 1-800-432-4770 . ' N'L+NSIONE KTATK ONE 4:R:f,L(WrLa11.t�1�A.IN(•.. � �� _ IM P W I _ f(L-17SRAS Pca cI. t .. if145 Hilden ,nit OL Yuri) -MICHAE1j. YURO,RE. S _ o .P.._ . . .. I--L.riAROAD-GA. MAIN IN.ST LL 10\ 0N 13 Pote Vr a, L 32081 (904 4µp519 FLORIDA P.L.rI:ENSEr0,65247 P'EO-LFGAS YSTE I C. < � kp, COVER SHEET F71^ARryIFI 'n TCO## 1-110111-1,15510A �011 i;1551/ 'y GENERAL NOTES: SITE PREPARATION TES: 1,ALL WORK SHALL BE COMPLETED iq CONFORMANCE AS APPLICABLE MITI H FLOPOA DEPARTMENT OF TRANSPORTATION'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSI RUCTION,'LATEST NORMAL,GOOD PRACTICE SITE PREPARATION PROCEDURES SHALL BE USED FOR THIS PROJECT,T'HESE EDITION,AND ENOMEERING DEPARTMENT, PROCEDURES INCLUDE:STRIPPING THE STTE OF EXISTING VEGETATION AND TOPSOIL,COMPACTING THE SUBGRKDE AND PLACING.NECESSARY FILL OR BACK FILL TO GRADE WITH ENGINEERED FILL,AMORE DETAILED SYNOPSIS OF 2-SHOP DRAWINGS S14ALL BE SUBMIT TED 70 THE OWNER'S REPRESENTAPVE FOR REVIEW AND IMINTENANCIF OF TRAFFIC NOTES: THIS WORK IS AS FOLLOWS: APPROVAL PRIOR TOMANUFACTURE. 1.THE CONTRACTOR SHALL INSTALL STAND MOUNTED AM-ANCE CONSTRUCTION SIGNING IN ACCORDANCE 1.PRIOR TO CONSTRUCTION,THE LOCATION OF ANY EXISTING UNDERGROUND UTILITY LINES WITHIN THE 3,THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY EXISTING UNDERGRI)I.)ND UTILITIES PRIOR TO wITH F,DO.T,STMDARO IN DEX ka 602 FOR ANY WORK LESS THAN 15 FEET FROM EDGE OF PAVEMENT. CONSTRUCTION AREA SHOULD BE ESTABUSHED,PROVISIONS SHOULD THEN BE MADE TO RELOCATE N"I'LRULRANG BEGINNING CONSTRUCTION� Ul 01 IES TO APPROPRIATE LOCATIONS ABANDONED PIPES SHALL BE PROPERLY REMOVED OR PLUGGED,AS I ALL CONSTRUCTION EQUIP AE NT AND MATERIALS SHALL BE STORED A MIN IMUM OF 15 FEET FROM THE THEY MAY SERVE AS CONDUITS FOR SUB-SURFACE EROSION WHICH MAY SUBSEQUENTLY LEAD TO EXCESSIVE 4,THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LINE AND GRAM STAKES IN THE FIELD FOGFOF5XISTlKNW*PAVFM T,OR AS FARAWAY AS POSSIBLE WMIN THE R�W LIMITS,AND SHALL BE SET'ILEMENT OF OVERLAY$TRUCTURE(4 PRIOR TOTHE COMMENCEMENT OF CONSTRUCTION,AMY DISCREPANCIES MU,'�T BE REPORTED PROTECTED By TYPE It BAF!RICADES WITH FLASHING YELLCIN Ll%iTS� IMMEDIATELY TOTHE ENGINEER OR THECONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORANY 2.IT IS RECOMMENDED THE TOP OF THE CLAYEY SANDS DEMAINTAINEDA.W41MUM OF2 FEET BELOW THE ERRORS, 3,THERE SHALL BE NO EXCA lAllONS LEFT OPEN AFTER DARK. PRMSED BOTTOM OF THE BASE MATERIAL OR CONCRETE PAVEMENT IF THE SITE GRADING IS SUCH THATT MINIMULt SEPARATION DOES,NOT EXIST,WE RECOMMEND UNDERCUTTING T14E CLAYEY MATERIALS M MAINTAIN S.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO START OF 00f,ISTRUCTION FOR 4.THE CONTRACTOR SHALL�IOTIFY ALL LOCAL MUNICIPALITIES AS WELL AS THE FDOT OFFICE 48 HOURS PRIOR THIS SEPARATION AND BACK FILI�NG WITH CLEAN STRUCTURAL FILL,AS DESCRIBED BELOW- LOCATION OF EXISTING UTILITIES,IN ORDER TO PREVENT DAMAGE AND COORI)MTE ADJUSTMENT TO BEGINNI NG CONSTRUC"ION. ANDIOR RELOCATION OF SAME IF REQUIRED.CONTRACTOR IS RESPONSIBLE F OR ANY DAMAGES TO 3.COMPACT THE SUBGRADE FROM THE SURFACE WITH A LIGHT WEIGHT VIBRATORY ROLLER(A 2 TO 3 TOM ROLLER, EXISTING UNDERGROUND UTILITIES. 6,IT IS THE CONTRACTORS R:SPONSIBILITY M CONTACT THE SUNSHINE STATE ONE MI.SYSTEM AT STATIC WEIGHT AND 3 FOOT DRUM DIAMETER)OR TRACKED DOZER COLOPMENT UNTIL A MINIMUM DENSITY OF AT (800)4324770 FOR LOCATION OF UNDERGROUND UTILITIE& LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM D-1557),TO A DEPTH OF 12 INCHES 0.IT SHALL BE THE CONTRACTORS RESPONSIBILFTY TO NOTIFYTHE PROJECT E4GINEER AND OWNER OF BELOW THE COMPACTED SURFACE IS OBTAINED,A MINIMUM OF EIGHT(0)COMPLETE COVERAGES SHOULD BE ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLAM PRIOR TO CONSTR JCTION OF SAID C K14GE 6.MOT INDEXS SHOWN IN TH 8 PLAN SET MAY NOT COVER ALL WORK APPLICATIONS ENCOUNTERED FOR THIS MADE IN THE PAVEMENT CONSTRUCTION AREA WITH A ROLLER TO IMPROVE THE UNIFORMITY AND INCREASE THE OR DEVWTION� EFFORT.CONTRACTOR I?ESPONSlW FOR ENSURING ALL APPLICABLE FOOT STANDARDS FOR DENSITY OF THE UNDERLYING SANDY SOILS,THE USE OF HEAVY VIBRATORY COMPACTVN EQUIPMENT SHALL NOT MANTENANCE ARE FOLLOWED. BE UTILIZED DUE TO THE POTENTIAL FOR PUMPING Of THE NEAR CLAYEY SOILS ENCOUNTERED,UNLESS THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT)ILL EXISTING STRUCTUM APPROVED BY THE ENGINEER- AND UTIUTIES.ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS CON EXPENSE SHOULD THE SUBGRADE SOILS EXPERIENCE PUMPING AND SOIL STRENGTH LOSS DURING THE COMPACTION 8.7HE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS RE OUESTED BY THE OWN ER IAVING AND DRAINAGE,NOTES: OPERATIONS.COWACTION WORK SHOULD BE IMMEDIATELY TERMINATED AND(1)THE DISTURBED SOILS FOR THIS PROJECT. REMOVED AND OACKFILLEO WITH DRY STRUCTUM FILL$0,LS WHICH ARE THEM COMPACTED,Oft(2)THE EXCESS 0�THE OWNER WILL PROVIDE THE SELECTED CONTRACTOR W N, COPIES OF ALI.PERMITS RECEIVED FOR 1,ALL BACKF ILL OVER UTAJI IES LOCATED UNDER PROPOSED FAVEMEN T AREAS SMALL BE COMPACTED PORE PRESSURES WITHIN THE DISTURBED SOILS ALLOWSO TO DISSIPATE BEFORE RECOMPACTING. PER F.D.03,STANDARD 6"ECIFICATONS,SECTION 125A1.70 96%OF THE MAXIMUM DENSITY PER To AVOID PUMPING OF THE UNDERPLAYING CLAYEY SOIL$,SELF PROPELLED VIBRATING EQUIPMENT$11ALL THE PROJECT. AASIT 0 T-99. REMAI N A MINIMUM OF 2 FEET ABOVE THE CLAYEY SOILS,THE SANDY$01,q WITH IN 2 FEET OF THE CLAYEY SOII LS 10 ANY N,G V.D.I WS MONUMENT(S)WITHIN THE LIMITS OF CONSTRUOTION IS Tf I RE,PROTECTED,IF IN INLET 2.ADJUSTMENTOFINLFTT S SHALL BE INCLUDED IN THE CONTRACTORS BIO�NO CLAIM SHALL BE MADE MAY BE COMPACTED WITH A VISROORY ROLLER- DANGER OF DAMAGE THE PROJECT CONTRACTOR SHOULD NOTFY- AGAINST THE 0MVINNERAN R ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY, OPERATE W THE STATIC MODE OR WITH A TRACK DOZER TO AVOID DISTURBING THE CLAYEY SOILS.A MINIMUM OF CENTEII- DINATE CONNECTIONS TO EXiSlINGSTORM DRAINAGE FACILITIESAND SHALL RATION OF AW TYPE OF CONSTRUCTION VI'rN':MARK xjlx�x/CG-jfl2 3.CONTRACTOR SHMALL 18�NCHES OF SAND SHALL OVERLAY THE CLAYEY SOILS PRIOR TO OPE E Of CONSTRUCTION,ANY GRADE THE STRENGTH C RACTERIST CS OF (Alt] VERIFY LOCATION AND;VATION OF SAID FACIUIIES PRIOR TO THE START FQ'UIPMENT EXCESS DISTURBANCE OF THE CLAYEY SOILS WILL OF 14A I Ri MARVLAIND!�3�2 FACILITIES DISTURBED ALL BE REPAIRED-10 EQUAL OR BETTER TIIAN EXISTING CONDITIONS- THE SOIL AND WAY RESULT IN AN UNSUITABLE SOIL WHICH WILL REQUIRE OVER AND SUBSEQUENT BACKFILLING 4C4,19 WITH CLEAN FINE SAND FILL MATERIAL-IN AREAS WHERE CLAYEY SOILS ARE ENCOUNTERED NEAR THE GROUND 4.THE OWNER RESERVES T iE RIGHT TO REQUEST FROM THE CONTRACTOR ASPRALTIC CONCRETE SURFACE OR ARE EXPOSED BY MIER EXCAVATION,AN INITIAL LIFT OF STRUCTURAL F ILL MAY BE RACED PRIOR 11.BENCH MAW DATA BASE IS NATIONAL GEODETIC VERTICAL DATUM(N-GY,W, SURFACE COURSE MIX CERTIFICATIONS M ASSURE COMPLIANCE WITH F.D.0,T,SPECIFICATIONS. TO COMPACTION OF THE SUBGRADE SOILS- OF 1929- 5.EXTRA BASE IWATFRIA&L S L BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS DUE TO THE PRESENCE OF THE NEAR SURFACE CLAYEY SOILS,THE SITE MAY BECOME DIFFICULT TO WORK 12 THE CONTRACTOR SHALL PROTECT AND USE CAU'nON WHEN WORKING IN OlZ AROUND AREAS OF 114AN 12-BELOW BOTTC&OF BASE(F.D,O.T.INDEX NO.25)� DURING WET WEATHER,IF CONSTRUCTION IS BEGUN DURING WET WEATHER IT IS RECOMMENDED THE BUILDING OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. AND PAVEMENT SUBGRADES NOT BE DISTURBED OTHER THAN TO STRIPVEGETATIOK FILL AND GRADING OPERATIONS SHOULD BE PERFORMED WITH A MINIMUM DISTURBANCE TO THE SURFICIAL SOILS!NTHISREGARO, 13.ALL PROP�Frl Y CORNERS AND SURVEY MONUMENTS WrMIN THE LIMITS OF CONSTRUCTION ARE TO BE rr is RECOMMENDED T14AT TRACK EQUIPMENT BE USED ON SITE. PROTFMD�IF A MONUMENT IS IN DANGER OF BEING DESTROYED,THE PROJECT ENGINEER AND OWNER SHOULD BE NOTIFIED IMMEDIA TELY IN ORDER THAT THE COUN TY M)ItY HAVE A SURVEYOR 4.TEST THE SUBGRADE FOR COMPACTION AT A FREOUENCY OF NOT LESS THAN ONEE TEST PER 10,000 SQUARE FEE 71� REFERENCE SAID POINT PRIOR TO DiMR8ANCE.ALSO,ALL G,P,$.CONTROL POINTS ARE TO BE CLEAN UP Ak RESTORATION NOTES: PROTECTED.IF DESTROYED DURING CONSTRUCTION IT WILL BE THE CONTRACTOR'S RESPONSISILP i,CONTRACTOR SHALL CLEAN UP AND PROPERLY DISPOSE OF ALL DEBRIS AND SHALLMEET ALL AGENCIES 5�PLACE FILL MATERIAL.AS REQUIRED,TH E Fl UL MLD CONSIST OF CLEAN,FINE SAND WITH LESS THAN 10 TO REPLACE THE CONTROL POINT�S)AT THEIR EXPENSE, S7MOARDS, PERCENT SO4L F WES,PLACE FILL IN UNIFORIA 10 70 12 INCH LOOSE LIFTS AND COMPACT EACH OF T TO A L41N MUM 14.THE CONTRACTOR SHALL WE AVAILABLE AT THE JM SITE,AT ALL TIMES,(NIE COPY OF APPROVED 2 CONTRACTOR SHALL RE�TORE ALL ITEMS TO THE EXISTING CONDITIONS OR BETTER.ITEMS INCLUDE BUT DENSIT'YOF N PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, CONSTRUCTION PLANS,SPECIFICATIONS ANY SPECIAL PROVISIONS,AND UPIES OF ANY REQUIRED NOT LIMITED TO CONCRETE DRIVEWAY,DRIVEWAY APRON,MAIL BOXES,DITCH,CONCRETE SIDEWALK. 6.CONTRACTORSHALL OBTAIN RECORD i EVIDENCE OF ALL EXISTING,FEAT URES VIA VIDEO TAPING OR CONSTRUCTION PERMITS IN CCAiPLIANCE WITH ALL PERkITTEE AGENDA. TREES,LANDSCAPING.UNDERGROUIND U'llILITIES,ABOVEGROUND UTILITIES,AND GRASS. PHOTOGRAPHS PRIOR TO ANY CONSTRUCTION, 15.SUBMITTAL OF AS-BUILT SITE SURVEY,INCLUDING&40�MARKS,IS REQUIRIED. 3.NO OPEN HOLES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR APPROVAL FROM CITY,COUNTY,ANDOR FOOT Rj'W DEPARTMENT EROSION CONTROL NOTES: 16 LOCATIONS OF DIRECTIONAL DRILL PIPE ENTRY AND EXIT ARE APPROXIMAT'I't.ONLY AND MAY BE AWUSTED OR LENGTHENED BY DIRECTIONIA1.DRILL CONMC70R TO ACHIEVE REQUIRED DEPTR 4 NO PAVEMENT 6 PROKSEo To BE CUT CONTRACTOR IS RESPONSIBLE M OBTAIN APPROVAL FROM FOOT. i�THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTIROLIN THIN BEST MANAGEMENT FEASA8jLrTY OF THE DRILL,TOAVOID CONFLICT WITH UNDERGROUND UTILI TIES AND M MAINTAIN CITY OR COUNTY FOR A14Y ROAD CUT DUE TO CONSTRUCTABILFTY, PRACTICES FOR THE DURATION OF THE PROJECT UNTt SUCH,TI ME AS THE PROJECT HAS BEEN VEHICLE TRAFFIC AS BEST AS POSSIOLE�AS APPROVED BY THE ENGINEER;,ND AT NO ADDITIONAL CERTIFIED AS COMPLETE- CWTDTHEOWNER� 5,THE DIRECTIONAL DRILL CONTRACTOR SHALL CONTAIN THE DRILLING MUD,BENTONITE CLAY,AND D13POSE 2,THE COMTRkCTOR SHALL SODALL OPEN SPACEAREAS M BE GRASSED IMMEDIATELY FOLLOWING 17,CONTRACTOR SHALL WE SURVEYOR VERIFY LOCATIONS OF ALL EXISTING RIG141-OF-WAY LINES AND OF THE MATERIAL PROP"ERLY AS REQUIRED BY ALL STATE AND IFEDERAL REGULATIONS,THE CONTRACTOR FINAL GRADING AND COMPLETION OF ALL UNDERGROUND LITILITIES� To AD.IUST LOCATION Of PROPOSED PIPE AS CLOSE TO THE RIGGHT-Of-WATA-S POSSIBLE PER TECO 19 REQUIRED TO IMwwWMs TLY SWEEP AND CLEAN UP ANY$45ILL ONTO THE ROADWAY ORARSA OUTSIDE OF GAS PREFERANCE. THECOWIAINMENTAREIL 3�SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUC nION. 0 CONSTRUCTION ACTIVMES SHALL BE REPLACED THE FULL &ALL DRIVES DAMAGED C R OPEN CUT DUET I CH RAINFALLAND REPAIRED IMMEDATaV IF DAMAGED. CONTRACTOR SHALL PRQ�IDE TEMPORARY RAMP ACROSS ORIVEWAYS ANO ROADWAYS TO PROVIDE To THE FURTHEST POINT OF DAMAGE,CONCRETE 4�$ILT FENCES SHALL BE INSPECTED AFTER EA WIDTH OF THE DRIVE FF OM THE EDGE OF PAVEMENT ACCI ESS AND MAINTAIN VEHICLE TRAFFIC OVER THE PIPE DURING THE DRE CT 10NAL DRILL PROCESS DRIVES SHALL GO M'DIE FURTHEST EXISTING CONSTRUCTION ioml`�ALL DRIVES SHALL BE SAW CUT� TION OF AN 'S. MENT AREAS SHALL BE SODDED UPON COMPLF D TO PROTECTTHE PIPE DURING STAGING AND WELDING,WHEREVER P0 SIBLE� 5,ALL SIDE SLOPE$OF STORM WATER MANAGE 7,ALL DISPJRBED ASPHAL T OR CONCRETE,INCLUDING ROADWAYS,PATH$,DRIVES,M.SHALL BE FOTORED FINAL GRADING. 19.CONTRACTOR MAY CHOOSE TO DRILL SHORTER OR LONGER SECTIONS AS 14ECESSARY TO AVOID TO THEIR ORIGINAL DESIGN SPECS OR THE LATEST FOOTOTY'REPAIR SPECS,AS APPROPRIATE- 6.ALL INLETS SHALL BE PROTECTED FROM COLLE07ION OF ERODED MATERIALS BY 0 IALLATION OF CONFLICT WITH ROADWAY TRAFFIC, TEMPORARY FILTER FABRIC ANOVOR HAYBALES, 20.CONTRACTOR SHALL RESTORE ALL ITEMS THAT WERE DAMAGED BY CONSTRUCTION TO EXISTING 7,FLOATING TURBIDITY BARRIERS SHAL L OF,ISISTALLED VJITHIN ALL WATER BODIES WVNSTREAM OF CONDITION OR BETTER, CWTRUCTION ACTIVME$WHERE PROTECTION AGAINST TURBO INA7 ERS DISCHARGE MAY OCCUR- 21,PRIOR TO CONSTRUCTION,CONTRACTOR IS REQUIRED TO PROVIDE FDOT'I'Hg UACT LOCATION OF 8,CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NPDES,PERN41T PRIOR TO THE START OF TRENCHING AND DIRECTIONAL DRILLING,IF APPUCABLE, CONSTRUCTION. 22 THE CONTRACTOR IS REQUIRED TO OBTAIN APPROVAL FROM THE FDOT,Dry OR COUNTY RW DEPARTMENT PRIOR TO ANY ROADWAY CUT� now- .1h, 11, MAIN INSTJ 0ATT, Y 16 425 �k(!(((qrrrj" 145 Hiblen Road,Unit 108 TRO,P.E. LLXY ROAD-GAS I I TMICHAELJ. YL !�P' N'uro ?0 PRLIP14RLID FOR Pontc Vedra,FL 32081 0RA W-.N 13y- N D(-i �%-' F, l.;F 0104)342-5199 FLORIDA P.E.Ll.('ENSE NO.65247 F'CO-PEOPLES GALS SYS-I-EMS,INC. FT� V. 'm - D V'�7_t, 1 16/1 Rp'CrjjTt,'Rb.'D PROVESSIONAL GEN ERAL N OTES& DIffiULS .,�Tl,- A. I PLAN LECXND., 1 PROPOSED GAS COMMUNICATION °y p L —......—. UTILITY+I�`� x�'TA��`I �4'A�'I _.._.. ��. OVERHEAD ELECTRIC (C0A,TR,4C7T0.RTCSr UNDERGROUND ELECTRIC GAS .�*„^ CAS FIBER OPTIC t COMCA T CABLE COMMUNICATIONS (904)380-7574 FORCE TIN CITY OF ATLANTIC BEACH (904)247-5834 REUSE IVIAIN TO ER CLOUD (813)417-2184 ------------- STORM RI DRAINAGE jACKS(3WILLE ELECTRIC AUTHORITY (904)665-4465 _ SEWER I TECO PEOPLES GAS (4.07)420MO9 w.. w WATER 2'xX POTHOLE AT&T DISTRIBUTION (561)997-0240 .��.. RlGI f,OF WAS � FC)TI`1101 F. TYPICAL I)iTALL EXISTING FENCE , INPIC.A{�yL� S�i.�.C)'R BORE I" l' POTHOLE NOTLS: CONTRACTOR TO CALL FOR UTILITY L OCATFS COMPLETE At 384+00 "POTHOLE"AT EACH POTENTIAL CONFLICTICROSSING TO IDENTIFY EXACT LOCATION&DEPTH OF EXISTING UTILITIES&DRAINAGE i S° A'TIONIN LINE I I 2) POTHOLE LOCATIONS SHOYM ON DETAIL t-RE ESTIMATED—ACTUAL UAI POTHOLE LOCATIONS TO E DETERM[NEC)IN FIELD BY CONTRACTOR TOR IN LINE VALVE 3)ALL POTHOLES TO BE REPAIRED PER FDOT STANDARD INDEX NO.307 END CAP MAINTENANCE F TRALF&REgUIREMENIS CITY-OT~ LW,;- REDUCER 1I ANY MODIFICATION OF THIS MAINTENANCE OF TRAFFIC PLA14 SHALL BE SUBMITTED TO THE.CITY OF JACKSONVILLE, F MARKER R POST TRAFFIC ENGINEERING DIVISION FOR REVIEW ANIS APPROVAL PRIOR TO IMPLEMENTATION, � I 2) PROJECT WORK HOURS ARE BETWEEN 7;00 AM TO 7,00 PM ON RESIT ENTIAL STREETS,AND 9;00 AM TO 4-.00 PM ON COLLECTOR OR ARTERIAL STREETS. 3) CONTRACTOR MUST MAINTAIN EXISTING SIGNAGE,IF SIGNS AMIE DAMAGED DUE TO HIS ACTIVITY,THE WfOt"H=SII CONTRACTOR IS REQUIRED TO REPLACE THEM IN ACCORDANCE WITH E_ CURRENT CITY STANDARD IT SPECIFICATIONS IMMEDIATELY. WIDTH=i25ft 4} THIRTY FOOT RADII ARE.REQUIRED AT ALL INTERSECTIONS WHERE THE ROADWAY I S REBUILT. 5) ACCESS TO ALL STREETS ANIS DRIVEWkYS TO BE MAINTAINED AT ALL.TIMES. 6) IF SIDEWALKS ARE DISTURBED AND HAVE T'3€3E REPLACED,ALBA COMPLIANT RAMPS ARE.TC BE INSTALLED, 7I IF DISTURBED THE ROADWAY SHALL EF RESTORED TO AT LISAST A LIME ROCK SURFACE BEFORE IT IS 36FF m REOPENED TO TRAFFIC AND BEFORE THE CONTRACTOR MOVES ON TO THE NEXT CONSTRUCTION ZONE. T I DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALI..UNPAVED SURFACES UNTIL PAVED. WE _ 9) WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS,CFS IF CONTRACTOR WANTS TO ALTER THE PHASING SHOWN,CONTRACTOR IS TO SUBMIT PHASING PUS N WITH A PROPOSED CONSTRUCTION SCHEDULE TO TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION, 10)CONTRACTOR SMALL NOTIFY TRAFFIC ENGINEERING DIVISION(265-7533 533 t R TI AFFIC.ENG@COJ.NET)A PROPOSED 2"PLASTIC GAS MAIN LEVY MINIMUM OF 5 WORKING DAYS PRIOR.TO IMPLEMENTATION ENT"A;T°ION CSF THE MOT, MAX REAMER SIZE= * (MA OP=$ () TYPICAL SEC " 1)IF DISTURBED TRAFFIC SIGNAL VEHICLE LOOPS SHALL.BE RESTORED TO PROPER OPERATION WITHIN 35 I ,AINTAW 2'SEPARATION I-IC3UTS O1=BEING DESTROYED CFS DAMAGED,CONTACT KWSON ROD 2 -7549 A MINIMUM OF 48 HOURS PRIOR 1= CM EX1S r.'NG C'TIC.t Tt;E s,I Not To SC810 TO WORKING NEAR A SIGNAUZED INTESECTICTN. (LooKING IN° T) f17 �164` TMICHAELj. NITRO,P.E. � )N0, T[_. > cTa�14C �si � � T � 1 � Ct� 16'IJ1�,Itl tt'I�`t r � c,s .��rte. � �. �. tit T L C�1 ,t«k'..t�, GENERAL NOTES& DF-TAILS owl areaw own owl m m now now 1 1 CITY OFATLANTIC BEACH FDOT REVIEW PER IT REVIEW IT poop- / SCALA 1 80' 1 ARD E NOTES: ROAD 1. FDOT PERMIT REQUIRED FOR MAYPORT ROAD CROSSING 2. CITY OF ATLANTIC BEACH PERMIT RE QUIRED FOR LEVY ROA naw . . �... .�.. .�.... ..... . am mm now am Now mm mm mm mom am am T1 :LaZr mom— GAS *amwI now awraeaae aim wwmmaen.aa aweam armw aw no L w yew mm =m WAN $"a am mom am aww om am awn loan am now IN-Milo 10 a�4r� (4Y. I1alcl; #»cl,L; fi lwl�,°° ROAD-C7r> i< 81 llv:sl '�.I I'g .? 1. y {Jura " P.E. NOova 3,NA+J 3 MICHAEL J. #... a D ia�.N 11' 1�1DG <>nr i L 3�t"fit '�"' a"4 (9( )342-5199 FLORIDA P.E.LICENSE7 52.7TEC -" w , ..J J ..w+ tit i olsoo �i,t i f yj a t a � �i, °ky � �. a� n.. a a n; x. � . � � � �Pd < e •!1f x t � ri #1 ;7g0 y. sr � � � �'r,. aF,;i� � e a a wd. � 1. Via. a ,..;: .r.� + e + _ "NO „,•,4 a $ a +s, 1 HARDEES PARKJNG LOT SCALE: 1 30' 3 @ } RIIN RIW 3 )e ._ , 41t #sem,"• � IF ,F p .- _�__ R nt s EXISTINGv. %. f- __ (TO REMAIN) ONNE R" Cj6+00 ROAD ' DIRECTIONAL DRILL BEGIN 11 + To sTA, 4+45) ,'`� � RAV r ,, GAS - �_ . EXISTING 2"Pt �y, ,� hPAS R/w dA SIN GAS 1REMAIN) R1w TIE NEW 2"PE GAS MAIN INSTALL PROPOSED ±1 p g X11, Ai " P _ II+ITXISTII+I "�P GAS MAIN VIA 31pC OL DRIULMAIN TEE � #12 MIN36 COVER m � f f $ .� p3- u ��+.��J.".: e v � `�,�` j� -;".I�•'^ $..yn. �a :� '�z e a� F k. - � ��+� '7 FfYT,`�� x � � � .. 2 '� U d + ALL PRO AUT01M. IVE FAU N. MTM Orr EXISTING 6"CS TIE NEW 2"PE GAS MAIN GAS MAIN INTO EXISTING "PE GAS (TO REMAIN) MAIN 2"X 2'TEE " MAYPORT� D. SI �in) f �tr,„ STING -CS '' NG GAS .. h Not To Scala (TO REMAIN) (LOOKING NORTH) CIAS GAS .Y G ,� 101 INSTALL FS E + PES � GAS MAM VIA DIRECTIONALORfLL WITH MIN. "y COVEDINSTALL PROPOSED Z,PEJ PROPOSEDPLASTIC A MAIN TIE " A MAIN GAS MAIN VIADIRECTIONALDRILL " P INTO EXISTING " E GAS WITH I� "COVER �IC3T " MAX REAMER SfZE 3" MAIN ""X "TES EXISTING'INFORMATION SHOWN ON THESE DRAWINGS, (NA OP= i) INCLUDING RIGHT OF WAY&E I TING UTILITIES,ARE (MAIN TA 2'SF.PARA T7 C APPROXIMATE ONLY, CONTRACTOR TO VERIFY FROM ISTI ' rh-fTIES) LOOKING NORT LOOKING SOUTH EXISTING INFORMATION AS NECESSARY. NOItl .t t 161 2- �t,�� (#�� 145 Fii1 lrn Road. Univ. - Lf--'v Rt)XD CCAS AIAlN 1.?��I '�I I.� l0N Yuri,g 04),�42--`1.99 FLORIDA RE.Irlt.&ai`4aS-EL No ,€}.5`?�4- _, �-s,._ iGAS S Y ti w-i _. €,'3 6/I �11��k��}1'1�'� `� r�'t�lw!s 1";�f�f;1.) f��1#�f.;S4lt '\„SIN SLEHT f p _ - 1 i' �. a s m ,�.a a s.a z *�e. a j -"---^:�-�,7""""'�"';.�n'""'�.�-•.....:...s..:.....:g-.--.a. '_"'a.-�-.e� �� a '° a. a a. � ,e ,. r:, my a1' +s � s A A d k 14 4 Al a ,a a s.�. ¢ e s a.. a � a a$ .c a '�> s m ✓5 ,aa }, a d ' °''a a ,fi E e �r s s aY d xI. ,m y �x. �� ®x a .a ,� � s. �e �-' s a� � a y # a s. *' a. s. .4. ,a. d � a. s .e. .a. a Y,� � � � & Y° �,�'•. �. s� :4� s "A SCALE: 1 '=30' ^a'"yy a E-`,m � „a r g a e m �e m INSTALL PROPOSED 4.25"P GAS SERVICE,VIA DIRECTIONAL DRILL a :� . s a �a. �„ s s a .m. a. a.a. BOX a p��n�" i s .�y e. m a a :. WITH H a*' �rf`M1 11 ,+' 1l ... .w., ,,.,,,. 's ,� m �a $OO STORAGE' 4 e". A M 8 a d „d �, 6 •e ¢. B '�' a L A # "...,..,..--.i....w,-"F"- 4 ` ,,. '�F '+ .p+ pj. _ ,.v.. -._- ....-_...« -^.. *a, 4 a5 s I iL ��.. ... I_ .�...............e......� i I�- .v-..,W ._,_ •I. .. _.�_ .,.�w.. �!:"C �._�:..._ — i f, w a > 7-17 — 14 � a , o six kh tQ dµ2+t��'`, 3400 "� 4+05+00 r ENDIBEGIN DIRECTIONAL DRILL fes' , STA. j-1+90(TOSTAA *4+4 LEVYROADv <11 /A 'all _......,,.�..-- ;- —^„"_.,�..""__" —^.a.,.,._....�..a.®,. .: .e.,....�.- .. .__�-..--` _ F'a•*. �.,R ta.A',_ .... GAS -- � '4f61S - a..erf`7.. w� �''g�eay�t�1 $ 5 �$IIIF { r )II y@ y�rj INSTALL PROPOSED 2"P� � ,w ,�°� � lo �d EI�II�l131sC�IN I�IRECTI N,AI!DRILL CSA AIN VIA DIRECTI L DRIL , » �` /±4 �„ � � # � STA,. 4+46(TO STA,.1+9) h _ _ WITH MIN,36°`COVER ,_ � 1 �� _ �� TIE PROPOSED 1.26`"PE SERVICE �4 tINTC PRt?PC? I "PE GAS II+I t f +a N.2TE' EXISTINGI Ft�F��PI�tTItJI�SHOWN ON THESE DRAWINGS, INCLUDING RIGHT OF WAY&EXISTING UTILITIES,ARE APPROXIMATE ONLY, CONTRACTOR TVERIFY EXISTING INFORMATION AS NECESSARY. SNUff , ` 145 Hil n Road,Unit'108 f I CHAEL . N-[T �,P.E. FOR t :s r } . , iIC - T' r Cti"Nir. ponte fedra,FL 32081 R: r '+3I C 04" 34?-5199 FLORIDA P.E.�,I.t; N' Vic.. ..�1� _ � Iia t3 7t. I'�l6/1 CERTt��tCATh t r`r- Tt=Ht- u'l;l-lint, , < f i SEE SHTNO, 4 INSTALL PROPOSED 2"PE �.� 1 1 GAS MAIN VIA DIRECTIONAL L DRI WITH MIN,36"COVER .,� w-- ,Lm" 'm k b {( 11 a. 1., f i w FL Azov} `�• GAS p 'iv '"�... �. o- e AS ENI DIRECTIONAL DRILL J"' �TA. ±1+9 INSTALL PROP ED 1.2&'P- '. GAS 'SERVICE I IIA DIRECTIONAL PFidP,OS'lED TIET DRILL WITH Mil 1,36'.COV , ERVIDE INTIK-PROP bE6 E E a Lu ROME- 4. a x s ro m q" w � - c V N W ` ., ,# �. /f Iv t74 THESE DRAWINGS,INCLUDING RIGHT OF WAY&EXISTING �VUTILITIES,ARE EXISTINGINFORMATION Ski APPROXIIt TE ONLY, CONTRACTOR TO VERIFY � EXISTING INFORMATION AS NECESSARY. I _ +fir r. t ATf qtr�astca�,� PRoj-"cTxc� �16.4�, ��,�� {�� t ,I�a1� n Road,I:rug�CIt� �&� `��.�. P.E. Ir LC?'�Rt't FOR: DR-11 I tri tx '►urea Pon Vatra,F1.:32081 I ( c► )342-5199 FLORIDA RE.LICENT SENO.6524? TECO-�� C� �.� . C��S S' S` FA S1 INC. k SITE Fq-, - ,` c.r. .ri.fc,. ta.1 .tCFa .dt, Ir:?�'�c ..ra G1;sRE )If41(?x'l:�klF ! -. ... OWL T itlPf�N 7 C.6}M AY Or PE �aAsN'. ,—ALLOW W CDVW(MM) ENTRY/EMT rAINDIX 12'MA1) . � . 7CALR'K`}k Tape#EGET 19` A ti QIN ND AT X4'VC—IN F4T AN IT a� STANDARDS R SMACK 1# j TAffiit3AltpS %?RE NOTES; All SORES ARE T SE 600 LiNEAR F T IN LENGTH UNILESS D ERWtSv-NOTE ALL BORES ARE TO BEGIN AND END IJ A.TYPICAL 4X x4 BORE PI A.L.L BORES WILL HAVE A MIN1Fti UM SEC BACK OF 1 `FRO ROA AY A,ND DRIV AYS ALL PIPE W` LL_BE INSTALLED AT 36"a-`'P.; R AS NEEDED T�3 R4��iDE FOR 2'SEPARATION FRCM EXISTING LITIL TIES r # JY DEVIATION TO PLANS WILL BE AfFROVED BY F OT ANO OR COUNTY AND SIGNED AFF 8Y R OS INSPECTORS WILL BE ON SIVE FOR AIL ROAD CROSSINGS ANY DISTURBED CONCRETE WILL.BE-REPLACED FROM JOINT TO JOPNT AND A CONCRETE TI ICKET"JILL,BE REOLIIRE t%pKER PMT,IRACER WIRES ExTIENDUPPOS AP40ATTACH rOTER~L5aNCAP''_ad S' WRITTEN ON POST.POST rQLOR �8` 5`t�S.L B�'Y�,tCTsr"'FCIk�C+AS. LI DRAWING VAR CONCRETE COLLAR 4Ftkt fAEP.AGE gS FINISH UPHAUt •� h�TAL EFt'dv! C To BE Fi a�5ta d Ptt$1.. 'TOP VIF��a Pad R9tiNrx° � SURFACES tOLI IN?EARTH. s 4�,'*i GE+IRSkI CRa41DE =ARNING TAPE� a -wa f.a'Sf'i iFaMrWNT � '.e"bx"wMls }IM��lRIi�IIAlwI�ANdwbwene n� It 4CF_R'ORE 49OTcs ~' GAS VA0t I LOCA TC P05TA7 EACH VA&VE CLtIS VR, EACHPitxiNG CHANGC OF DiRcGTImevcR'v GAS UNE PROJECT 00GS. 2.LOCATION OF MARKER ON PLAN MAY BE. T ADJuSTEO ONSITE TY?.&YOD OTf4IRm UW-ff*�SEEN CONFUCTS AND ESTHETIC Ra«A' NS S CTI N MARKER POST WITH TEST BOX DETAIL SO VALVE BOX DETAIL. 0 NMI_I 1.L4`�i` 1=�3�*"�-Ca��1�a�1.��1 �' +Ira, tz. ftp l tstr °, >r� r 1i� t` ,114"�y�l�t#t � l l it�r �� Unit�I ICHA LJ. NIJ P.E. PRjd ira,�X�I-0 : OR: e z J' '�1Acx� Pme V f�.dra,ISL 32081 (904)342-5199 FLORIDA PE.LIC .�, �;ERT1171 T �& 7f NSF-NO.6;247 TECO-PEOPLES GAS SYSTI tY EL) Itt 1. �tlC a .x` I WATER TANK TttP fsw�T , FRAC TABANK :r r , HEADWALL TYpm W. VEWAY pipe � FUM LNE OF fel � K'"`� HEADWALLCROSSING 3'UHC RITC 18'URG lYL'ERT IFP 5` R �` £NI7 'UNDER CU TF�fN 36'p�4fErAWG I ' DITCH CULVERr PIPE TRO DMVE PROPOSED CCAS LINE SENRER DITCH* 11 r UNDER CULL UCT M ft PERPENDICULAR TO CULVERT UNEDW OF SAW T� PROPOSED CAS LINE WOW A E; t3` M t' Nom!mttz � PARALLEL TO CULVERT (nyry+ �yIMREHMIVM rIL"I' TYPICAL'Y R il.l # 4 g �g @ �p �;p y�@��g�y�y(® �y�yy�p pq I�'SM1 Ri'BbLni _ My FRF CUL �S8'�p UNDER L�A�R�4Ws4Py.Y�t 1V U O a[ii''�DIAMETER. AS RE +'# �F rk LV&�1d�11MRA�f !i'WV!hT@DwAm s r w +r w v w WETLAND AND MINOR POND CROSSING ww e ♦ w w ar w � ♦ w �r mE P ED LINE. WtS. w w +r v �r a w w w * r,r mr w v+ w ♦ - ( PARALLEL TO COLVERT DIRECTIONAL BOWNG TYPICAL AIL [ ITCH OR .ter EQUIPMENT LAYOUT L ISTCROSSING PROFILES N.T, N.T.S.�. , QNLY- MEDIUM SIZE RIGS FARRICAD@ T rOLLOW TREEC DRIFT LINE NOT STORE MATERIAL IN THIS AREA mr `REA s VSARSIV MANAGE COPOLYMER BARRIER I+E�JChF+I�>�APr VuIRE ICES To POSTS UNCHSTUROED r a Em6TING C#PADE am 140 JUwr r a.� fuI3R1. Mwk§Lw SLOK- t1 THE TREE PROTECTION BARRICADE SHALL BE AT LEAST THREE (3) FEE`MICH.114E BARRIER SHALL CONSIST OF EITHER A WOOD FENCE NTH 20 POSTS RL ED A MAXIMUM OF E (S) FEET APART, WITH A 20 CONIORK"M OF OPEN IM Hf1 MINIMUM TOP RAID,, OR A TEMP WIRE MESH FENCE, OR OTHER SIMILAR BARRIER WHICH WILL LIMIT . la I kUI L ACCESS TO THE PROTECTED > - THE Imo. AT ONE FSE'IN Di R FOR H I. OF TRUNCK DIAMETER. MR F r' f l D MIL40L On MAINTHE LESS THAN 12M DUH, TIME MINIMUM SHALL BE PLACED AT LEAST Std€ (B) FEET AWAY IRU PfT f REQUIRED FROM THE BASE OF THE ME. T~ AD=Prt TREE BARRICADE APPROVAL: OBTAIN CITY APPROVAL OF TREE BARRICADES BEFORE BI~d 4NNING C �a I rt+r OPEMTIONS OR Ate' SITE DEVELOPMENT. I AL ROADWAY.& DRIVEW Y DIP T'It NAL I ARIL z 10.E f)R(:y'c- fir`16-42- 1�ft{{tN`( -. SH L,4 ((!vNorN� 145 Nile err Road,Unit t 10 MICHAEL.J. � s �-Ls�,�i ROAD-GAS.MAIN 1N.ST<Ll�l.e'Vr1t)N ?L,r4 081 pRtir.ARLID FOR., 14; FLORIDA Rt c: t .65247 TECO-PEOPLES GAS SYSTEMS,INC. i EROSION CONTROL NOTES c�l BINLU_ e WIRE scR K 1. CAUTION:ALL UTILITY LOCATIONS ARE APPROXIMATE AND FAUST BE LOCATED PRIOR TOCONSTRUCTI ^� 2,VEGETATION CLF-AR1140 WILL BE KEPT TO THE ABSOLUTE MINIMUM NECESSARY FOR CONSTRUCTION, - 3 MATERIAL RESULTING FROM EXCAVATION WILL NOT BE PLACED€N SUCH A MANNER THA"'ITIS DISPERSED BY CURRENT OR OTHER FORCES, THE MATERIAL SHOULD BE COLLECTED APID CONTAINED AT GALE SITE AS APPROPRIATE. � ` � '"• - � 4. HEAVY ECOUIPD,IENT WORKING IN WETLANDS WILL BE IACE€i ON MATS OR LOW GROUND PRESSURE EQUIPMENT USED DURING CONSTRUCTION TO LIMIT SOIL DISTURBANCE TO THE MINIMUM AREA REQUIRED WIRE MESA WITH w GRAVEL FILTER #°1L71!R FABRIC TO INSTALL THE UTILITY, �- ia' _.rma FILTER WATER _, „_ _ 5 NO STAGING AREAS OR TEMPORARY ACCESS ROADS PILL BE PLACED IN WETLANDS r- —_ mmompwRUNOFFWATER 6.APPROPRIATE SILTATION AND EROSION CONTROLS WILL BE USED AND MAINTAINED IN EFFECTIVE m_ � • ' -- OPERATING CONDITION DURING CONSTRUCTION,AMLL EXPOSED SOILAND FILLS WILL 3E PERMANENTLY STABILIZED AT THE EARLIEST PRACTICABLE MATE WIRESCREEN -. r'4 RAVEL FILTER t"«1RAVEI FILTER SEDIMENT 7 SEDIMENT CONTROL FENCE{SILT FENCE)SHOULD BE INSTALLEDAND MAiNT,AINED FOR I-HE DURATION CONCRETE CUTTER CURBIN"LETT' OF THE CONSTRUCTION. SILT FENCE:WILL BE INSTALLED ALONG AND WITHIN THE RIGHT�OF-WAY LIME (12 FT)AWAY FROM THE EDGE.OF THE RIGHT-OF-WAY),IF A BODY OF WATER OR POTENTIAL'4WETLAND 1"I'JRE SCREEN IS LOCATED WITHIN ISD FT FROM THE EDGE OF THE RIG-IT_OF.WAY. ANY OTHER SITUATIONS S€ALLBE THIS METHOD FR CJ OF INET PROTECTIONRURE IS AI�P�,IKR�LE AT CURB INLETS WHERE APPROVER BY ENGINEER. PC1IdCDINR�IN FRONT OF 7"FIE STRUCTURE[�IVC'DZ'LIC."Tt?C'a1.US�CC�ICIviJwJl+'ENIECJC�, T'ILTEREI?"�'ftTFR ORDA,MAGETOADJACENT57"RUCT'URESAND U1 PROT'E,C TED 45 R3 WHEN CONSTRUCTING IN WETLANDS,THE TOP 6TCI 12 INCITES OF THE TRENCH WILL BE AGK FILLED FILTERED WATER GRAVEL CURB INLET SEDIMENT FILTER CzijERFLG1t4' IF WITH TOFF SOIL.FROM THE TRENCH. RUNOFF OVERFLC9�' �-•'"« .-�s33'��rflN.-- R@Ptdt"YFP 9.EXCESS MATERIAL WILL BE REPROVED FORM THE WIETLAND AND PLACE ON UPLAND ARU S IMMEDIATELY � GRAVEL bi'Ia11W DEPTH) LDF�OFf COMPLETION OF CONSTRUCTION. 14'A FER'WIT � � RLINt)FF 14 A LER SEIDAIE . W171I SEDIMENT 1°tSEDIM NTLI 10,EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO THEIR ORIGINAL CONTOURS AND STABILIZED SEDIMENT IMMEDIATELY LIQ COMPLE]ION OF CONSTIRUCTION. m —�- .: . � ..�,..._ . :. DROP INLET ''fi«'FFH CRATE 11.ANY'TEMPORARY FILLS MUST BE REMOVED IN THEIN ENTIRE TY AND THE AFFECTED AREAS RETURNED TO SEDIMENT THEIR PRE-EXISTING ELEVATION. WIRE SCREEN �' FII TFRCII SEDIMENT i x}' 'cl(Tta IC6D CURB IPSI.Er WIRE MESH WITH 12.WHEN CONSTRUCTING IN CITY LIMITS,ALL ROADWAVRAWS.SUCH AS INLETS NEAR CURBS'CRL2 DROP SEDIIIENI 4El�TE1I FILTER FAIIRIC 1 INLETS ON ROADWAYS WHICH ARE LOCATED WITHIN THE RIGHT-OF-WAY,SMALL BE PROTECTED WITH SPECIFIC APPLICATION TYPICAL INLET SEDIMENT FILTERS THESE FILTERS WLL BE REMIOVED IMMEDIATELY UPON COMPLETION SPECIFIC AP LIG%TION SPECIFIC APPLICATION OF CONSTRUCTION.. I THIS METHOD OF INLET PROTECTION IS APPLICABLE THIS METHOD CSI INLET PROTECTION T 4PI�L[*<AIiI,E WHERE HEAVY _ _ THIS TvIF,THOti OF I1VI.E"I"PRCi"I'EC IR�$.I ISAPPLIC`ASL>�AT C'IJR$INLETS �, WIIE,IRI HIy,AVY FLt)tA�s ARE EXPECTED,r�I�isi WHERE AN 13,ALL CABLE MARKERS TO BE PLACER AS FAR BACK TO RIGHT-OF-WAY LINE AS POSSIBLE, WHERE#�1U OVERFLOW Ct�"AITIL �S NEC 1'SSA RY TO PREVENT' CONCENTRATED RA TED FLLIWS ARE,EXPECTED.BI.II'T°i'�IO WHERF.RF.PONDING OVERFLOW CAPACITY IS NECESSARY TC)PREVENT' EXCESSIVE PONDING IN FRC7hI I"�`fIIE STRLTG7"CJiRE, AROUND THE STRUCTURE MIGHT CAUSE F C='ESSTVE INC'ONVEI IV CE EXCESSIVE PONDING AROUND THE STRUCIURE, 14 ALL HARD SURFACED THOROUGHFARES TO BE DIREKIONAL BORED X41NIMUMI W BELOWSURFACE OR DAMAGE TO AIDIAC'ENT'STRUC'T URES.A.N D UNPROTECTED TED AREAS. MINIMUM 6 FROM EDGE OF PAVEMENT OF SURFACE TO BE CROSSED, BLOCK MD GRAVEL CUR INLET SEDIMENJ FILTER GRAVEL AND WIRE MESH i CDIROP INL T SEDIMENT FILTER BLOCK AND GRT'IVIL DROP INLET SEDIMENT FILTER ER 15 ALL HARD SURFACED DRIVEWAYS TO BE DIRECTIONAL BORED, GRAVEL INLET SEDIMENT TRAP 16_DRAWING DISCLAIMER:FACILITY LOCATIONS ARE GE=RAL IN NATURE. ENGINEER WILL hOT BE FIELD ACCOUNTABLE FOR THE ACCURACY OF THE INFORMATION PROVIDED ON THESE DR.AWIAIGS, x.EXCAVATE A4'X4 TREN€H CONTRACTOR MUST LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION, I,SET THE STAKES, UPSLOPEALONIC;THE LINE Of x.PLACE AND STAKE STRAW BALES. I.SET POSTS AND EXCAVATE A.1„'A4' x.STAPLE WIRE FENCINC,'COTHE WAX i,EXCAVATE T14E 7 RENCH. ' i TLREN1CHUPSLOPFALONGTHELINE POSTS. i3; OF I mIs ' DROP INLET 3 'WIT14s«'TARELI GRATE COMPACTED 7f7 PREVENT STRAW RALE PIPIWI =;r r [i Ott --�A RUNOFF � � p k l i 4"1111 , 3' � WATER'e417H VIII lilRR FILIEREI3 ;r i Ii � It, p I ��;,'- �I' BALE Fl 3 . SEF31Rv1 .; 45r1"C'Ert 'i r,i 'i i' 41TLTTHIII I£II FLOW LD3 CCKFILL AND COMPACT THE EXCAVATED SOIL FLOW RACFIiLAND C TMPACT THE mil ; STAPLE FILTER 4A7ERIAL EXCAVATED SOIL. "{ E 7O S7AKFS AND EDC.END 17 ~ .II4CI FILL AND COMPACT THE INTOTHE'TRENCH, ;,%rS EDC F LOOSE STRAW BETWEEN EXC'AVA'TED SGML, BALES, STRAW HALES STAKEFDWITHx 4 w, STAKES PER BALE BLOCK AND GRAVEL DROP 3..AT7ACI4'T'I I'FILTER FABRIC:'TO T'14'WIRE FENCE AND EK I END TF STAKES INTO THEFRENCII, s I BURLAPFABRIC 15FILTERED I TCs�9J L TER RUNOFF v WATER ih 1T1I I SEDIMENT i CONSTRUCTION OF A FII.TE)2 CONSTRUCTKIN`FWA HAYBALE HARRIER HARRIER _ ._ - •` ': EX7E IISION OF FABRIC AND WIRE rt� INTO'THE`FRENCH, IL£14t' POIWI�XSiF(«�Ltr1iBEli!4ZIER THANB_ m PLAN _ ry _ BRJRIEID BURLAP POIN75A SHOULD BE RICHER � FABRIC I'HAFI B A 1 INLET SEDIMENT FILTERnd A ... .... FILTER FABRIC - �•••• .w •• .. �• SPECIFICAPPLICATION .... ....... .................» 4 THUS METHOD OF INLET PROTECTION IS AIPPLICTSLE WHERE THE INLET DRAINS A RELATIVELY FLAT ELEVA' ON AREA(SLOPES NO GREATER THAN 5%)WHERE SLEET OR OVERLAND FLOWS(WIT EXCEEDING 0.5 ) - _ PROPER PLACEMENT GIT HAY BALE BARRIER IN VR.AINA€ARE TYPICAL. THE METHOD SMALL NOT APPLY TaNLETS RECEIVING CONCENTRATED FLOWS.SUCH AS IN STREET OR NGHWAY MEDIANS, PROPER PLACEMENT OFA FILTER BARRIER INA DRAINAGE WAY DROP INLET SEDIMENT FILTER �UNEBUCTION DETA,LS FOR SjI:r FENM FILTER BARRIER CONSTRUCTION TION DETAIL BAY BALE BARMIER CONSTRUCTION DETAILS' N(A D.4 TV I ctc. PRQI. C.7 NO is 42 tRt4dI+C� Stib r 1 YT 145 I'IIICI r'I oad,Unit 108 � LEN' RO U3-C «'��'S�Sw AIN I*«I�ST1 VrION ' "'dura y 1`41ICHA I J TR R E, I - % I PW- ARLDFOR (9 342-519 FLORIDA P.E.LICENSE NO,65247 TECO--PEOPLES GAS SYSIT�'� INC. '%It;IsEL)�' 1 J ' t D_: I,r l fs,=F I- EROSION CONTROL q I _ 1, !Itt elr'ss,hart are laasc+)1r,n T99E CONTTRACTOR SHALL PROVIDE ALL LA R,EQUI IENT,:TOOLS,MATERIALS iD SERVICES NEEDED TO ENSUREADEQUATE EROSION AND SEDIMENTCONTR#OI.MEASURES, THESE NOTE.SPa�erat0shcrsi IIA�URES,SHALLCONFOR�,ATC}THEPLANSANEDSPECIFiCATIONSANDALL TATENDLC9GALREQUI ENTS- neralized conditions and should be adjured i STRAW?AND E ETl fRIkYCHELt p laasx±a#on actual site}cert6ilk)nCe car hYdIattlic SHE��'kC'S'�RACTO HA STRAW&f11 -� s Al THE CONTRACT431T SHALL EXERCISE CARE TO PRESERVE THE.NATURAL LANSCIAR'",�ANR SHALLCt7NRUC:T HIS±HERCONSTRUCTiC}N OtaERAiTICtN5547AS�TC)P E'VF.NT c�cxooaPuta lon BINDINt,WIRE ANY UNNECESSARY DESTRUCTION, ARRING OR DEFAC GING OF THE NPTUF.SURROUNDINGS IN Te1T;VRCIN�Y OFTIIi:vwOREtPRFtS,EXCEPT WHERE RING IS REQUIRED FOR PERMANENT WORK,F SHRUBBERYRAPPROVEDCONSTRUCTIONROAD7RFOREXCAVATiONOPERATIONS,ALLTREES,NATNEANDVEGE cTATIOV! ORT INE 4 FLOW RITES(CFS) SHALL BE PRESERVED.AND SHALL BE I IROTECTEO FROM DAMAGE WHICH NU BE CAUSED BY THECONTRACTOWS CONSTRUCTION OPERATIONSAND E3UIP MENT'. { C'S`kMPAtL`"TEL7"L TCI -._. i SHOULD BETAKEN FROM Tt# CONSTRUCTION AF3F.A5 AND SHt3ULCE STOCKPILED Et71T REUSE IN FINISHED GRADING.STOCKPILES SHOULD BE PL -ACEDSO PT3EYIEtxTI`PIPINN4I VERY L.IC:H'T " BI TOPSOIL L SHAD AS NOT TO ADD ANY ADDITIONAL SEEpi ENT TO THE CONSTRUCTION THE SCi4PILE SHOUL€!BE MULCHED AND OR SEEDED WHEN EXPOSED BEYOND RTY I FILTERED RUNOFF p t SEDIMENT LADEN RLINOFF LICHT 75 'Coo '7AYS, 4 ' - MODERATE >40 <t+; Cll GRADED AREAS ARE TO BE SEEDED A IIIIWOR SODDED WITHIN THIRTY(30)DIS FOLLOWING EARTH MOVING PROCEDURES.IFTHE TIME OF YEAR IS NOT CON N[}UCNE 5: FOR IyER?dkANENT SEERINl3,A TEMTa$3 AFtY MULCH ANDAOR SEEDING SHOULDSE USED. ��I _ T'�•' } _ 14EAVY a 15 15 ,.., ✓ . 3 MAINTENANC' V v11 VERY HEAVY ')'25 <40 1VI I�EPAItT ALL DAMAGES CAUSED BY SO L EROSION OR CONSTRUCTION E4�LII NT ATC}R BEFC)FtETME END C7FEACH4Af7RK DA _ _ ' =1 ��I_—S�_ _ D FROM SLR MP ARF.:AS.THE SEDIMENT SHALL E PLACER IN SUCH A MANNER THAT IT WiLL NOT ERODE FROM THE SITE TME SE£R1161ENT `yy ��__ s SI SEDIMENT SMALL BE REMOVED 'I �,.�::�!1=M ��--...t. (!,<,.-i �- 6 iT III SHALL NOT BE DEPOSITED CRCi1 IN S7 IRR FROM THE EMBANKMENT OR IN,CADAkCENTTO A MEAM OR FLOOD PLAIN: SOILS .; —� — LECENT3 CI AFTER CONSTRUCTION 15 COMPLETE AND P ItEPSARE SEEDEDrhND1OR S4�ECI,MAINTENANCE iS LIMITEDTOI�UAL 1N ECFK}NSON A ROUTINE SIS, CROSS-SECTION"TI.ON OF lel -{ 1' HESIVE 201 D STRAW AITNON-COHESIV� PPROPERLY IySTALIF FL]' 4Ptiraal Post i Positions PRINCEP.PT POSITION t oastxteI I T n SOILS Fie Sud POI(OPTIONS:a's4'3R ICANED2.6 �� ' Firtsto MIN.[?IA-Va't']a.'}El:STEEL LcaxrscSalxl jt F'IL'TIERFABRIC(IN �t Clay Sandsi, LBSpFT i»lIIN.j j A`IulAK. .�..Y�_... _ Gravels CONFORMANCE WITH Cla: W y's See 98%T OT SPEC,] l 50 {oo 150 soca 150 X50 400 Hardpans; SandyLeaort FILTER FABRIC ; Stlll Spacing,ilnFent) C14ART I Silt Loans � RECCfbttriEMi3SfU si�Al°lkt;Ft'xR'6Yp3w I ARID TA`Fc a NAS'BALE ViRRkLitS.ARdD"4'ak;ilk SILT FLL}V4` ANDT%'PE W SILT FENC1SAND Ph%"ED€NIC4MYNALE*AR605 !1AC1V1 RGYRMALYitrtIJ4 � � :� • ,a ■ ■ • ■ • • • a s • FOR � _..m..,,... �,.,�..-.,..�:,..�,.U.._..,W....:.... SIIN`I FENCES S Alfl HAS BALES 7L� m LMST:SOIL PLACER 13Y ELEVATiON SECTION SHCWEL AND LIGHTLY ANvL s"czATHE:D EACV WEU.CABLE COMPACT ED ALCIN1ci UPSTREAM ,.e�fltetLBS BecAitlwxPStE1:€1ti1.VTltl TYPE III SILT FENCE PLAN t AL,°ARaea D�.taNrt�e CnR Iaa zt k RBC r oe NEcrp CLMED CELL W1.10 PLAssx K AM Ll tionaI Post PsesRticttas El A E{7F RRI ES, rL+`.1'C3'GD PVC i43NNEPC'ft�R PSG FLOTATION 0"DAL EgU11.4 F! ANCHOR BALES lel�•'��"%sl %OTT D Fvcr a LiLtNf�itc c IP CUn%0 CEU 1.scaL1D PLASTI.WAM fc�L F ER F€80wks 0,e K-)W z'x�OR STAKES PER BALE FLOTATION(';•DI&M.EQLI..)Irxp:PSPEtt FC'k7Cb"UOVAI- ;L`MIN,VIPs 4'@COD:STEEL POULTRY Ail ESTS(zo,01-Min.) P+.3TiT 1,33 LBS.IFT MIlxi,l ORTYPE A FENCE FABRIC tqc± PRINCIPLE POST POSITION RAIL- FttLY1 Rf+RCaFC t (INDEX NO 451&SEC.985 � (CAN I -TED ao`Tt)Y4'aiRT}lL€3*N`l t' 1P i n x LB'ItArli-_ 5 FLTt7T SPEC B _ iSx7a Nti°U)N RG1NCi x'E4 rKVCrA=C R 9taFt RCel9 st`R urstil ac'MAX L � POULTRY MESH OR � - j t#1+91IN RECCp ItAENUED PRCFABRICl:mnFSITE:SL`! np F%I TE.4'A"# 'TYPE lI IE{SICEFl4BFL1C 5Trp.Fl;PATI= °6ALTAINIMI)CHAIW 4/;a1°.!t<i ",s 6ALVAWIZE.DaHAIN ,.... F'ILT'ER FABRIC(IN CONFORMANCEWITH ELEVATION er 985 FDOT SPEC.j FILTER FABRIC T? 51d.ISI toPane)F'rtVePdaa5nrLSI TYPE SPACING,FRALEF3ARIERSFORPAL{EF}DITCHESSHOULDBESPA.C:'EINACCL7RY7ANCECV'FTH C ter Than l- to sn7�.. the ra�r c TYPE Il p�Std,IAddttiranaT Panel For 13epa CS Curtain Tes Keach Bcsttcsnt Up To,V�the of5cI Two[x)NoolsTo Be S#LT FLOW CHART F,SHEET i 43F lNl}Eh lsi Curtain o Retic Coster Than xa i fnles�5tial T lePxl�S}>eciSialiy we � `" Called Foe In The Plans or As L'1Atet Miineai The ElaElfxer, BARRIER FOR R PIi�EI� I}��I�H FLL7ATINC TURBIDITY BAiRRIEJ s ~ ELEVATION POST(4'IPt'Ic7NSt a"x 4'OR a:'M N,DIA GY OOD: Ij�}?E IV SH-T FENC_E SECTIO 'INOVEN"LITER FABRIC IN ABSENCE Of 6'laL43c" STEEL I•$3 I.FSPF'T'MIN) ESTABLISHED lEL7 CRASS(APPROX.ti 13l• �. !B£7x,NYLON REINFCIRCEV a SECURE,T:17C;ES T5Y EI KENCHINGAND PVC FAIIRIC I PSI TESTI n EKtEND UNDER RAC1SAND MALES:FABRIC 5k141,L NlEE'T THE REQI.IIEkTEIVIT547f SECTION g89 OF THE STANDARD r✓ SPECIFICATIONS. 4r r- SAND III LEGEND *"` • STAKED TURBIDITY BARRIER ,. PILE LOCATIONS 1 REOCiE OR FILL AREAL{ - z4 X1 7 • ■ r e •. • � • •• •• • • a f ■ r •• ■ -at MC)IC)RING BUOY 1t fANC HORI � � TYPE.111 OR TYPE TV ; v ,ANCHOR r r SILT FENCE � r• � LCFC75E SOIL PLACED f� PR1PCISERTL'JEOFSLOPE � ~p """' SHOVEL AND LIGHTLY Mge r BARRIER MOVEMENT DUE SILT FLOW C(WPACTEDALONC.=THE TO CURRENT ACTION TYT'E III C7R'TY'P 1V SILT FENCE PROTECTION a iAROUND MICH BOTTOM INLETS. t PI-AN UPSTREAM ET)C,F r}F»LLE PLANT i _ , RAIL POST 5 Fft7R&LINE Da not deploy in a Ixtaaa{aer that sift teix es Kill act a a darn across Petlnanerat flssvtiir _ • ♦ • ♦ fit f watercourses.Silt fences are w be used at upland locations and turbkhty barriers SHORELINE�-- LIMITS OF CONST, asexiatPermaraentlso+#acsaFwacee: SHORELINE SILT FEa�.E siiPPLIUTIONS •ssd"`xi LIlV41TStTF C47NS7'. } .„ 'MIN.TLiY C}AThsENC}kL} i°MINI'TF�'1k�1h+IENDED TYP s f j r aTYP _ CURRENT TURBIEII'IY' _ s�-. «�M. TIARRIERS "` ;s.."...r ANCHOR LC}'c4°EiE BALES VS'ITIi{x,)2.'7&2`. `STAE:'F.S PER SALE. ANCHOR BALES 4V'1TFd N471 E; ANC NOR TOP RALES TO LOSS'Ell BALES WIT I�1$ap a�x a•' i x 4 STAKES PER ALE. STAKES FEF!RXLE..; � __ r STRUCTUREALICIstMENT �.....,. Silt Flow Siit 18tau ELEVATION T1IRBIDI`Y 13,11RIVF S1`09I'LO WIwc� F'ITI#I'9 FL4a VrLNG �r�<r:t l•°;l��VP1I ; cal NY t��e�L�lN:>rl=�c.71 rll�;�;r�'I+:, � �_� .� ELI��J 'Ti h! TYPE I TI4AT III LL Si 11Th S I T K C1.)N1)IT'IN 17 VI b liT EA(61(IN 0NNTRS aL'xN1)4i hTlill __ TYPE II N4YES' Ck#F:I;.SIt14R9:'1S°f"lF'Fzf*rill'lI,L119':"I`TIiF,C"ii\'I'�,.:d.Titld',i ;0F4iATER `•• !k:1'L.iti iIC 1'&x'1;F.K,PAY.'•,iKNT elli F lwetobeila T ptelll sdtF�tter 1EItSRRlT4}$ECI+SET}INAt.LFEIth3Al�llNTEC7131E €aFFlta\Ls Lh+bS1FI1h3Cctlh+islet-IP111?iNT ! FJcwsparlia'R3rTyp e ) I:RSCA DLL BAT#T4 • ,. ,. ,, ) }: �:l« T e IV Salt Fere encs with C hart 6,Plate 13.9nf« APPLI'C�TI47N A#�tl SPACIN4��'FFIE USE 47F TYPES 1 Ri 1I HALE HAITRIFIS SHi'.➢Ll1,.1314)LIi�TTTEt3�TCT'T RF.4/tRLyLE55C?F'+c4TTiR!ITPTH. tit'ILLLLP,iI T}!at#TI#i.P:.,IFl i(�,F.S'T.LLtLks{i11}IaItIF..Pli``+Ftl3FLS,AK arch T7EPFNTaENTON URRENT,''ELOCITIES. „ i hT AlhFal) and ditchinstallatlonsatdraina x I+IC:MB R,INI}al'pCINC OFAiNCHORS t M151I}1 i5 1a:y91kIF.R;Y`�I3;Iall 7:3NFT7Tl)RL41T)!Ta L#,�I4RIf I�k+T+l. C47NIJI"Flt7#uSC}C1fiLlNEINCFIAR7I.�IIEETit7F g.ih1i}Ei�dCT-lezt'r",D.43T.) 3.DEPLt'WjMAItT'ctFBARRIERAiRC3llNDPILESLOC1w."IONS fAY4ARVTO I StruturesA110 e. �-1� _Y hLC4lINM94lF7}yTE CONSTRt14' ONOPERATIONS T1±1KIIII)ITY 13;s1t113F R ITta 14F INS LI-FI)1 \I IiTId";:�L k�t VFSLt!l!\L I BARRIER FOR PAVED DIT'EHES 9=NAtlk ACCOMMODATE TE CREQUIRE SEC,AgEhTTING HARRIER TI€}AIN4 CCINSiiRt14 fit7N t sTliF;lt'i I+h'I7IKV,(:'rKII)BY TIW.,ENC,'I\`I�KE NAvIc'T OPERATIONS SILT EFNCE T`,_t1II1& HAY BALE BARRIERS TAPE I II TURBIDITY BARRIERS , I.LXY ROAD-CAS MAIN I ST _L`T � S1.1 l?,V.9 r <t4 {C�f ( Hilden Road,Ir t IfIIJ. P �s n a_ � 1 01 t71 # � ,, � 1 Is Aamclate _04)342,5199 FLORIDA P.E.1-1(:F-NSE race.651247 'TECO-PEOPLES GAS SYSIT MS,INC, 1. i ROAD RK AHEAD END ROAD WORK � A I S Taper + Table , RAD /R"'COAD T rLength Shoulder ; Device S l� Mia er 1evltrArae�r �JRK dee atale l See'table 1 a Speed .. �� Nates AHEADSPEE0Itc FRES (Mph) AP" 17, O hldr. sl�tlr. sr►#�r VHEN WORKERS PRESCNT 25 29 35 4 T abl're �� 4a 0t 60 s� aF Device _$pAi�tp Meg, Distance Retwee"Devices(ft.) 1,.40w, 72` � 0707 ry4 z Cones fir' earricades or Y+arrical DISTANCE BETWEEN (mp Tubular markers Pantile or �lrua�as so �� Tarper Tartget� Taper Talent1 60 55' Y47 183 220 spacing 00 s . .r. t6tr ...,, x Speed 25 2 25 aA..so . 65 773 217 260 40 ph or#est._ � �C� �tt� 25 1 0 � �,r,. � 45 mph I �.,. __ ,m .4. q 70 BR7 233 g8 Asa ; I 9_a.._. �. w_..__ _ s pia or great .____ Soo _v _o rnainrr;dli shoulder width *Midway between Signs. L t Lela t#a of shoulder taper l`ta iota Y +IR J GENERAL Nei DURATION NOTES Width of total showidor in feet (combined paved and unpaved Width) Work Area ,#.when four or more work vehicles enter the the' g'h traffic lanes r1s a one#aorar I< 5agras and chaamlrzrng devices may be otX!#[t+ed if all of the period or less�ercluding establishing tinct termin ing the work area),the advanced foliows ng conditions are mete � Posted speed limit(Mph) LAGGER sign shall be substituted for the WORKERS sign. For location of riagger's a. Work operations are 60 minutes or less. Channelizing Device(See liodex No.600) and FLAC4ER signs see Index No.601 i b. Vehicles in the work area have high-Inreasity,rotating, P#ash#+lg.oscillating,or strobe lights operat#nq, D Work done sign 2.SHOULDER WORK sign may be ased as an alternte`to ttae YORKER Sys bol sign Only on the,side where the shoulder work is being pedformed, Lane rdentiflcation+Direction of Ta°afH 1 Yfferi a side road#aaterstarts the highway within the TT 'zone,additional TTC _ devices shrill be placed all accorden.:e with other;applicable TCZ Indexes. CONDIVONSy :mss 4.For peneral TCZ require ones and additional rat( as tlrrnp .refer to Index ft 45tlt7', WHERE ANS'vetticL ',Eoutomm, WORKERS OR THEIR ACT1VrrIES ENCROACH THE AREA CLOSER rm"is, our Nor cLosen THAN to -rtie EOGE OF TRAVEL WAY.LAST 2017-18NO, � INDEX SNFFr REVISION y -L - WORK ON SHOULDER 07101115 TD337- L'r 7 t , a 4a4 ti'if ,,. t? Lis't'► fit)=1 �.>rsAS SAWN LN.S`i�1 a L-,kT 100 .94L,. 7• MICHAEL rx t.t ltd�1 1f B ll gt F (es' [4 fialcJ°n R_act,E rate 1 S" ante Vrdr.r FL 32081 AsuvJa*#,Ism (904)342-51.99 FLORIDA P.R.t.I.t. :E�;O,63247 TCO-P`��OPLE A `� I"�M ,INC 7 mly 12 . # t��+... 01- f` -d;3 d ATJ?.')A �'t.),¢duan Y: , � I,, d 1 � �� S7"�8.1:ri#�1.,�� 1��}��1��`# r.L.ltl'tl"lL'= �'tw x 4."7't .��' #�F��1 �' I+'��1#RCI�'14.�.f, ��I, _ SYMBOLS Work Area a Channelizing Devic (See Index No,600) [ work 7ene sigh Buffer Space C A f"lagger See table 1 Lane Identification+Direction of Traffic meowE Use YORK IA- Y qry p k Tangent Device Spacing(See Table to MAD Tapir100'h To t1tl" ar May Be omitted if ROAD WORK AHED sign is installed upstream within the project limits, A i I I i —WITHOUT TEMPORARY RAISED RUMBLE STRIPSi i GENERAL NOTES: _ ire the�' �rr�,placeTi 1 IE Special Conditions may be required it accordance with there motes *i. When a side road intersects the highway reit � axed the following slits. additional ITC devices in ac,cordanco rsr.h other applicable T`CZ Indexes. DEICE SPACING Ai Railroad'Crossings, S.The two ch nAeirzing devices directly ori front of the work area rtray be Maximum Spacing maximum :Spacing of Distance Omitted provided vehicles Fre Vie work Area,have 1r oh-Vintensity rotating, Set a. 1f are active railroad crossing is located closer to the Work Area than f Posted of Cortes or Type t or Type It Suffer tile queue la # flashing.oscillating,or strobe lights c4perating. $ Tubular markers SarrlcadeslPernelslDr`ums signs Spate 9 :Street ale lir ices iTg feet. euterrrl the Saiifer° Space as shown on When Soffer Space cannot. be attain d''due ties geometric constrat s>rise b. If t;he creurny f vehicles across ah active railroad crossing cannot be t realest atilt ittalale length,rtdt les titan Cg ft. for sttwd s Bads via on a on a lire a avoided, provided trrrlfcarrrted traffic control officer or dagger the reamer then 5 mph, lr _ �_ Talo _ Ta __ T#0_9 tt-.._.__ G Irl hway--raft rade crossingto prevent vvhtcles from stopping within g e _ _ _ _.___ _-_-. __ . ____. .__.__ the highway-ail tirade crossing,even if automatic train warning ft g ,��,# and the P1tEl'A 25 Sa S� 200 00 no, 100, 15 ' l`.ROAD RK E ITEI�TO STIP signs may be om;tt~ed i �" tt3�J' 2d�' devices are in place. Sfr .fit?' So" 2lt S.if the Word Area aricrrtlroes on the Certeerlrrre,use tit Layout for ail of the following conditions are n°let __.., _ 01 25V Temporary Lane Shift to Shoulder ore Street S only of title Existing � � T� A,Work operations are adt rtrirrttes or less. _._..�.�a _._._,dti�.__._:.. _. ._.m� V__._..w._ _..___�_,_._..._._�..� Paved shoulder width is-sufficient to provide for alt 1 I' Ibne i 40�v. u,_..20' �� u$17 � �� ,.. ....w_. ... � tg ��' herwec►ra lite fork area aero flee Edge+af Fxf.ctrt€ Paved Shoulder, pearl Ilrzdt s a5 mgt or less. Reduce[ Work speed when appropriate. C, There are no sight obstructions to�ehiries approaching rho wear t area for d5 2tf a Sty S0 y5a 35� 50! 1T M g`. p pa distance equal to the Buffer Spa a shown in Table i. oscillating, 50 20SO, t S�' S St) � " �4 9 Vehicles in the work area have hi intensity rotating, flaehing g Temporary Raised Rumble Strips: 55 20, $tf_ tt iSCf t(hl3fl° apf!' dg5 E.Volor ume and complexityrobo lights o the roadway has blear,co-islslered, 50 �dT ,S& atter' 2640, ?.so ` it709` 500, Slti' A. Use when bode of the following conditions are met concurrently: a _�_ _ � � - F,if a raifro crossing is present.vr�4°tltles�trlli not q'rre+� across earl trat:ks. a. Existing Posted Speed is.55 mph or greater; 65 2di S� tom' 26«x" 1.500' 1000' S'p�` 64V b.Work duration is greater there 60 minutes. CS,Al<Af3s.ire want«rl use. 26417 /p� ryii .wmmawe gy1 mmu yzwvnyn{./+e�.pv. +f/�/�p �',�f� d Lfi �V a�'� F L6LF B.�Y#1 }.'fF{{Yf,✓VCt F e8M S.Use a Consistent strip color throughout the wvork zone. 8„See Index 600 for general Trequirements and additional information C.Place each Rumble Strip Set transversely across the lame at locations g CZ .shown, 9n Automated Flogger Assistance Devices fAF s)may be used era accordance 0, Use Option I or Option 2 as:shown an Sheet 2.Use only one option with Sp+eciflcatlorrs Section 162, 990 and the APL vender drawings, throtrghrout work zone, .1..Additional one-way control may be provided;by the following means; CONDITIONS A.Flag-carrying vehicle, WHERE ANY VEHICLE, EQUIPMENT, a.official vetwlcie; C.Pilot vehicles, WORKERS 00 THEIR ACTIVITIES 0.Traffic signals', ENCROACil THE ARTA BETWEEN? THE CENTERLINE AND A t,fNE 2' When fiagg?ers are the sole moans of one-way controt ti's baggers OUTSIDE'THE EDGE OF TRAVEL AY, mu be in sight ref each Cher car in direct communication at all tines. � � r ' A SCfi1FwTl+ l4; INDEX SHEET y - _, Tn Jqr_VIS"ICW FY 2017-18 FDGC 01101/16 DESIGN STANDARDS WORK WIETHINY L WAY 603 lof 3 I l P t. l.JAT1' . I"�ii a�t'2'.A , .rtt }f(bf14ItlIRy .EVY R -, D GAS 41IN AP" Yuri) arltr Vrd.raFL 32V`1 MICHAELJ. Op P.E. S..�i.. #. P1t1:1"'.'1Rt.ii-"r��: .. (904)342-5199 FL,0RIDA RE.Ll(:F-NS ra00524' ' EC O-PE01"'LES Cees SYSTFMS,INC. t. l,•'d}�l!l` 'ell l3}� r, Ter r..,tT c.. tr. fi:altr .otic},�. c, .l�f'�ISTE'.ED l� t`1F ,5SJ0J'�<�1, 0�'SHL"E I I I I SYMBOLS Fork Area ■ Ciramleir",ing Device(See Index Afl 600 work zone S;gq C S A Flogger JAL Lane Mentification t Direction of rri)tfic WAD "VQP 00LUE sw NOWM INV* 0 >w r0r4potrary Raised Rctl Strip Set (< (See GENERAL N07- #2) �J tomoarar,Y liaised Rumble,trip Sot (See CEINEML 07.9,#2) vim CKLM i I< >1 o� C See Sheet t For Layout May So omitted if ROAD WORK AHEADsin is installed upstroam witp,,n tine project limits. . 9+l TEMPORARY RAISED RUMBLE STRIP, .._ Illl Required See GENERAL NOTE 2) � •�., ,��,. � ,mac �, peeloe l kQ Ik „ Ce N10) AfMOVAKE POLYMER STRIPING TAPE MOLDED ENGINEERED POLYMER SEr RUMBLE STRIP OPTION - I -RUMBLE STRIP SET OPTION « 2TEMPORARYA DESCRIPrION . rt s REVISION FY M748 L02104116 FO IND TWO—LANE, TWO-WAYZ"TANDARDS WORK WITHIN THE TRAVEL, NI � " "cc DESIGN S 0 2 f3 145 HildctI Road,U'rk 108 9.,'lfl.,.�.4� Yurck �y 7 g .�4 .i...J j�'�`', P.E. Ls F`1F ki. -a S.A.7 4 �#�aB ASF` ''1��' ��a�� '4. I'i'9�.�'�','�a'�t'.�.{.�';dg�".M�':� "� MICHAEL 1. ..t � � fis.d} , - �.�. �d�i..J�.�E'�.��i.��I�':t�."�.��..:.��.Z�� , NIS IN { f y j-142-5199 ri1^'.�.i�i:9 t Cly': s.,ll e l l3t3li i x1: c s�.: FLORIDA PE.Irlt.ENSE Nth.t'�5247 G SYSTEMS, _, N A Sy ECO- PEOPLES AS SYMBOLS., Work Area a channeliring Device is"frrrtex etc.600) [? ;Mork Zone Sign ;Flagger Lane Tdentt'ffcattatr+DiFfOCN00 Of t'r'affic 1 aper I th Extended 8utfer Sty J. �arrt,Layout coat . yout "To 100 � re Nom` sty *,. TUCKS * # u KS Wolk .r9- " s J.7 Clear f"yp EachSide) � 5V To 1t 1` DevIce Spacing ISee'Table t) ran'ent ?'aper'�ers�tir 'I'E PORARY R LROAD CROSSING SUFFER SPACE C-XTENSION Shifted Lane(11'Min.) C Taper tors Tabu ?i �utfer ap e� 'ire I�krte arrk, 1000I Edge f Existing p vee Shoulder fryp.t Layout K �a Wit° s -- --— Wark Af ea Edge Of Existing Travel Lane(Typ.) • s K s - caiW Le n Device Spacing lee I"abte 1) Tangent TEMPORARY LANE SHIFT rO SHOULDER WHEN ORK ARCA ENCROACHES ON THE CENTERLINE ECIAL CONDITIONS Cross Reference; I. see Genal Vee*11,sheet 1 for more Frrfortiaton.. SPECIAL CONDITIOAf,51. , INDEX T ��tP7t� d: FY 2017-1 TWO-LAIN-fl, f of 3�rrw3 VI x3DESIGN lt q 111116 S"j-1I'r err. .r, t ;� to e:.a t �zt e. �t.. 5�1t� m,� t<` . ( 14 Hilden oad,U nit t4� �v A�' .N'� (904),,342-5119 ��t.ORIDA P. T,.('X-NSE'NO.65247 Y.... _ PEOPLES GAS S V 1) eWtr e.rc trSTEMS,INC. 15 I. Nil �+ n ' ` SHEETS , I 7 - Median Table It Taper Length - Shoulder W-ork Al08 -'Tilt Speed see Tabl 11' Nates See Te l EIND 5hldr. Shdr. Sh1d r. Device p i aper Device SPi 35 7 + de Table t � WORKFi VWPX SPEEDING FINES 60 _ DOLBLED 35 1 55 68 82 AHEAD JR5 *4ZN WORWKERS �r�able.�levj d0 7? gP 1 7 PRESENT acina Device S 4.5 r2o 1,50 180 a�ax, Distaance� etween Devices (ft.) 133 167 , o°__ . Tt 1 Type i1 Speed banes crr _.___._ e §S 147 1€3 220 i Barricades or Ver�ticaf I 1 ,...•W 200 240I=WS DISTANCE BETWEEN SIGNS (mph) Tu t Market's c panels or Drams t S,e+rd spacing(ft. Tarter TangentTaper TeraSrarat 5S i7.3 I7 S Slfi 7S 5 ;ro 187 233 d 40 mob of less2,00 200 30 to 43 75 50 30 minfirum shoulder width. oo_----� N. ,W mph or grea.er %L-=t.errgth of shr� Ider taper In feet *75a beyond J-ho ROAD WORK AHFA sign or Ltidti#Al taatel shoulder in leer midwey between signs whichever is less. (sorrablraed"craved etrd unpaved width) GENERAL NOTES DURATION NOTES;, Srgns and channetizing devices racy be amitted'it Wt of the m Posted sperm limit fraP9r 1, rr high�rolu; e Of' work vehicles are entering an leaving the Work Area at following conditions are met,singer than 1 04PH belovl the posted speed,,Piece era MOT-5-06 sign!4 � fi operations are 60 Minutes Or less,the i7 WORK sign lova irrrs and shift this ROAD ,� nigra a.b, 'Vehicles in the work arra have high-fatten ity. rot,stillg- upstream 500 ft, lias ing, oscillating, or strobe lights operating, Dark'Area 2, This TCZ plan aatso applies to work performed In the diary mare than but ■ channehzing Device 15ee taroex No.600) less than 1S from the edge of travalway, 0 Work Zone Sign 3, When work is being performed on a mu mane un ivi ed roadway the$!gees normally mounted in the median(as shown;shall be omitted. Lane Identification+Direction of Traffic 4. WORKERS signs to be removed or tuDy covered whorl no work is being performed. CONDITIONS . SHOULDER WORK sign may be used as an alternate�orhe WORKiy R symbol sign. VVHER fir"'tl EHICLE. i~QUIPMEf�T,WO,RKE SSIR r EIR ACr1 Vrr1j'S 6. Where a side road intersects the highwary Within theC zone, additional TTC i~N�it�de�N THE i HAA THAN _ devices shall be placed in accordance with'other ap icabie TC rndexes. tg" F O CLOSER THAN7 P� THE Ft P �TRAVEL�4PAY, f 7. For general TCZ requirements and additional Jotarniation.refer to index No.600. N . NO. LAST Desoupriollf. FY 201748 MULTXLANE� WORK ON SHOUIZER 1 612 10f I REVISIONvDESIGN STANDARDS 0110111 +11U31 M17 ° ltHie' asc . it tok� t(e Ft ia ` wut7Polite Vcdra,FL 32081 . 't :ti'I9 �� .w.tc�� r .ts.Ya CO-PEOPLES GAS SYSINC, (904) - . 16 1034"+4"Ia1Ek*6r,Y,Lr::: "" r SHEETS s.:. Er-i, Table 11 Buffer Spaceend Taper Leri t i Buffer 'raper Length median Speed (f,2'Lateral Speed Transition) 31M - white Reff tori ed Pavement Markings Ift.] (merge) 2 i 125 Work Area .31: 200 J 191 S1, IT, 1 d0 C Japer t erlgtla 4,.,> Buffer Space Sofa 4 0.5 X20 _� .m w..._.a,_., _., .....,, CAD SEND ere Table It See 3`r�#e LI 45 ;3i5i1 4�a ROAD WORK YdORK HEAD AC �1 so 426 600 Device aria -T� er a vir* ating-' enc 2 SS 495 660 Ftp 1,+� Set! i"able I 5 Tabic ! i � 570 72� 60 PEEDI� FINES AHEAD � �6 ,� r:��,w �x .- DOUBLED ri70 730 840 . W r ...µ VVHEN MRKERS Tale I when:Buffer Space rannor be attained PRESENT �t+f�GE' o iFl Max. Distance Between evaess 00dire cis e r r#t ion rraa, ,the .__ grestesr attainable length shall be used, Speed cows or Type"J or Type t# Barricades or Vertical but not loss thin 200 ft, (mph) Tubular Markers Fads ,ar afadms For lateral transitions other tn t ert "raper TeLa-n- forrula for shown ifnotes colun .ISTAN BETWEEN SIGNS GENERAL 25 SO 25 SJ where. SD lr� (ft.) ,work or��os shell be confined to one traffic lane, leaving the adjacent lame open to traffic, Spred 30 to dS 25 A 4V mph or less 2� 2LltJ �' 2.Orr, undivided highways the medlar=signs as shown are to be omitted. 0 to 70 25 Sii JQ0 L� Length of toper fit feet ,ta+ Width of lateral transition in feet 45 mph .350 dSt? 3 5O Mph _ 3txU __S�C►_� f1� 3.When work is performed in the median lane on divided lsryltway�s. the chaarfrelllrg device plan Is inverted �Rrsstr� slimit(mph) *55 copra or greater1n40; 14 and Jett lane closed'and lane ends signs substituted!for the right fare closed and lame end signs, 2640 DURATION NOTES The ROAD WORK 8 MILE sin may be used The same applies to undivided highways with the l�dtifc�i exceptions:; as an alternate to the ROAD WORK Ea.Work shalt be confined within one medianlane. 1.7�ewaparrary white ed�elir may be orated for work operations less than 3 sign and the RIGHT LANE CLOSED MILS b..Additional barricades, cones.or drams shelf be placed along the centerline abt tting laic work area and consecutive calendar days. sight may be used as oil alternate to the across alae traillltg died of the irk area, 2, for work oratioarss up to approxim.ately !S rniastrtes rigors, clsanfrelira€a devices, RIGHT LANE CLOSED AHEAD sign, Whenwork dal undivided highways occurs across the toatte►fiJftte so as to encroach ori bout anadlalt l+slleS. arrow board,and butter space impair be omitted if sit of the following conditions the inverted pion is applied to the approach of bout raaad alas. are met., * 500 beyond the MAD WORK AHEAD sign or a, meed limit is 45 mph or less. midway between signs whichever is less, b, leo sight obstructions to vehicles approaching the work area for a distance 4.Signs and traffic control devices are to be modified in accordance with JJ4PTERMITTE T WORK Sl`OPPAG details sheet 2 of 2)wheat no work Is being performed a the highway is open to traffid„, equal to Ilse duffer share itis!Ilse taper length ctrmtsined. d.The closed lane is Occupied b a class S or .. ,,. ., r may be omitted provided vehicles ill fire o;'. oltar�te and corn ie�rty of the roadway has been onanedicrrn duty trdrek°�'s)with p y chaannelrzing devices dir'ectfY in float of the work area Y � P' ylarger, b. 1'!te tato a ts°rirtarsarrts gross weight vehicle rating WVitd'Of 16,001 ib with isigft-lrxtotrtsitlr, work area have !sigh-intensity,rotath1g,Hashing, oscillating,at strobe fights operati% rotating,tieshing. oscillating.or strobe lights mounted above the cab height d.when pawed shoulders having o width of s ft, or mote are closed, charafrelizrng�devices st li be used to and operating. SYMBO.. Jose the shoulder In advance of the mergin taper to direct vehicular traffic fo rem8h)within the travel way. See Index loo. 6i7"for shoulder taper formulas space For work operations up to 60 minutes,ori boardolid buffer Work Area ,spa:a may be omitted if conditions a 6.and c!it DURATION NOTE 2 2. When a side road irstersecM the highway within tate TTC P e,additional TTC devices shall be placed tat are mec,and vehicles in the Work area have high-imensity, e Channefizing Device(See Ind v No. f0) accordance with other applicable��Z Inde)(f$- rotating, flashfag.Oscillating,at stra�be lights operatio , work zone Sig, S�This TC plan#0 05 not apply when work is being performed lir the middle J s)of a SIN or more lame CONDITIONS ens Advance Warning*row Board hlgi#way, See Jrtdeli dtt, 614: WHFRF ANY tPFl1Gd.F.". F(3#llPk#F.NT; S, For general TC7 regttlrements and additional lrafdar'metioa,'refer to lndetr'leo_600, WORKERS R THEIR AC'!`IVTrJES ENCROACH ON THE LAME ADJA(FNT f v To ErrHFA SHOULDER AND THE - AREA 2'OUTSIDE THE DEAF OF TRAVEL WAY.LAST :t �- INDEX smEEr t� � FY 2017-1st TILANE, WORK WITHLNL WAYJvo, nrQ. _ REVISION FD ffof� 0110711 w ia1J.°€';'4't 711�11--- W tag{ fr 1. ,zit lit; �_ l.,L�aN ROAD GAS aftAI .t;"+,:ST,'1.---I1C1:? AN? 17. aL> lCC t lGit #' ��t. w #"t"r H.tl g n Rim , � t ttlz i °± ll Bret Prktxr Ve ra,F�a 320 t . � r. a � .r�c. v. .c >� ";ST C:C - EOP C��S SYS T aft ,:SNC. 17 CH�'[.`Kf.'!314 4'; .ere cia�e��.Lw M(.Yf SHEETS i � t,LR I'ii rCITL$t f t 7LLt.i kr t77 R.t.GISTI ll A)f 8014",'S41tn INAI, .� Arrow Card operajion Discontinued Awd Arrow trard Shall 'e Removed Or p#10cated outside The Cle,rr Zone Or Be shielded By A Barrier Or Crash Cushion � LP ..---- ----'" ". � P7/7777/7/71Work Arca ■ END L and Buffer Pace ; � ROAD WORK A500, V signs#ger ' 3 Area Temporarily % ROAD T T'ral'fdc R a MILE ROAD LiPEEIDING NES ORD1 E Fent ^rary l�ave', plare Thraargh Wok Area Arad Devices ftelasatI� t=etereflp To 4° Oot Sids Edge Travel day: EVEN PAVEMENT Arrow soard Operation€iscontinued And Arrow ward St iff 'ee Removad or llef cated Outside The Clear Median Zone Or Be Shielded y A,Barrier Or Crash C ushiart D �..� . ,.,.. ark,area C L and Buffer SP&Ce i ROAD A ft _ 1 Area feporarl ROAD 14inged or Overlay Shlel s i'a Traff#t WORK kid. RAD WORK UNEVEN LA S �I E �"etrtftorar Pavement Markings SP" 1NG FINES I Placed rt1rough Work Area And Devices Relocated DOUBLED Laterally ZT0,C Outside Edge of Travel Wayl, EIS WORICCERS { IESENT UNEVEN PAVEMENT ti FIC INTERMITT ENT WORKSTOPPAGE _ LANE REOPENED TO ?�� l� INDEX SNEET �' MULTILANE! RK �1 TRAVEL . ;+� too. O. ` _ FY WO Off,. IDE L 61,E o 2 t3�S�Ci4tPTp0ltF. REVISION DESIGIV STANDARDS 07101115 SE No ,65247 TEC( PEOPLFS GAS SYSn _ S"LLt' PRO ,r`t' .r. Yif- y� 4{{ttr'ff lc.rn (Xid,Unit 08 MICHAEL �„� rP.E. AWiPIRL" 1-0 DATV "�"" ":arras ' c rrte Ve ta,I X20 1 rNJ WN.-€ II Y (904)342-5199 ° A8SCCkAw*,ud; r.+ 6 Titjr:` _r:r.� cTt�lfi �ta:r' c R.f-,` ,'jSTbR-, ll Ail DURATION NOTES GENERAL. NOTES �.ror work operations Gila to approxh'"y l rolnutes, Signs. char d��a�C�'4,anef aa�roa�board aosy lae rsr�ltt�if off Of t.yllark aper+ l€ s shell confined to either r lame at feta ctaarrblaatlort as rhe following condltionS are met: follows: a. outside travel targe, a. Speed frrtlt 1,s 45 mph or less. b outside auxiliary lefts,° b. llo.sight obstructions to vehicles apprrrnclting the work area C, outside travel Larne and*d��rining actxlJl,sr y�ot�e; for a dlsta"CO equal to Mice the taper le t& d.inside travel lane Via: C. C�7ltrr a:�d coarapaex#ty Of the roadway has been.�onsldered, The closed lane is 000100-d000100-d by a class 5 or larger,medluM e. inside auxiliary latte N, f. inside travel l�rrte arlct a�d'joirtlog actxlllarpr l t!e Adirty tra�ckls)�ltlt a oalr�ltnt�ttn gross ovelgltt vehicle ratter f, dee sheet (r'WVA)of 16,001 lb with high-intensity.rotating, flashlraq, oscillating.or strobe lights mounted above 4he cao height and rk area is conftre ,If the wrcrd to an auxiliary 4 work ork area shall be operating. barricaded and 1te RIG14T fLEFT)LANE l tl E� �A signs replaced#yROAD ,2. For work olzeratrsns up to 60 mit�rt s. the arrow WORK AHEAD signs, and the merge Symbol signs eliminated. board may be omitted if condttionS a,b=and c in ft.ATION Ajoi'E t are met,and vehicles in the work When vehicles in parking zone block the line of sight to rC,�-5191's'the sAgrrs larea have lalg -l��terrsltyr rotating,flash'rtg, shall be prase mounted aoef looted lr€accordance wftl3Indextca. t� tl . oscillating, or strobe lights operating. 3.if the work space extends across a crosswa)k,the crosswalk,should be rloseal casing the intormatron in index No,660.. Signs are.required on tits median.side fres divided highways,. ,S.The two charanellzing dices directly In front and dfrecrly at the end at the work area may be!oajtt S prov)c(0 vehicles tri tie work area have high-Intensity rofatrhg, #lashlrag.oscillating, or strobe lights operating. 6.for general TrZ requirements and additional intormation,refer to index fro,(100' SYMBOLS Work Area work Zone Sign r Advance warning Arrow Boas! Type 111 Barricade hanrelizing Device(See Index 1ga 6 ) Lane t gnt1ficat)on+Direction of rraf'fic ry JIVOEX Sl#EET J 1 yr 2017-1 �. 616 lrrsl► DESIGN 710 / 5 { Road, g r� IC NIC .h P.E. y 16 u �rr� !d ffiIl rn I dad, ,nit 108 r ,�'`C�I�� ' �a A IDA R PA ri Po molf SHEL4 r°atrlti . ir: c.�„sr fll`Cl.��")1 .f f)pftfll.l':��lt.��<�la 4== DISTANCE BETWEEN SIGNS speed spacing(ft.) ..ww.. ._.__._..._........,_ Work Arco 700 200 . . .� a 45 mph So ■ / ■ } � SSD'' devraaad ttse ROAL)WORK,4NE,AD Sin or Taper Length=L 5 D r*idwatr between signs rely aer is fess. A �T"a#r Device spacing ROAD —_-- Devi a at T r Tars{arat . WORK Table I see END �.�n�.�,�.�.� Table I AHEAD � � Table It ROAD WORK 111vte#F INL er CHT LANE _ Max. Distance fte areerr Devices(ft.) 1 MOMft o1H LLIEIBES �w STO ' ROAD Cares or �� dr rye It peedrarrcade or Vertical D WORK frraph) 'T'ubultar htarker�s Panels Drd s RS AH ADErect scop sign wher`r tare existing stop tsar is mare tl�ar� rapier �fang T aAser ?"arrglerat T a from the taper line. Remove or cover existing STOP 25 25 50 sign and reinstall when threargh lane reopened to traffic.-� 30 to 45 soQ 0 RICHT LANE CLOSED ON FAR SIDE OF MINOR SIDE$TREET- Table If Taper Length - Merge UV=li-V Ybot (12, Lateral Transition) !"6 speed #. l;aetrAs (mph) (ft) (merge) 75 125 245 40 320 far k Arm 45 $40 L WS n e ` For lateral transitions alter th m 12'. use for ria for L shown In the te5 Device, column.where. Spacing 5th L = Length of taper ins f ertt = Width of lateral transition in feet see $ - Posted speed Umit(mph) Table 1 ROAD ' WORK RIGHT Ali r ROAD WOR AHEADRIGHT MUSTFIC i�Ir:FtC E TURN RIDNT ROAD .... m,..nm. .r LEIS WORK SPEEDINO FINES AHEAD DOUBLED WHEN WORKERS PRESENT RIGHT" LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS se rrrr the near Tele of the intersection any lane that 2. per intersection approaches seduced to a single la�rre,left turnings rr rer pt may !. The nor-mat procedure is to close be prohibited to maintain ca city for through vehicular traffic, is not. carried through the intersection, However,when this results in the Closure Of - a right lane hfiViAg s�grrifirar#ragl�k t�rnr'r+g rrrr�ve nt ,then the right large r y { restricted to right turns only as shown in this detail. INDEX SHLE7' / LAST ;t DESCR lPrION. FY 2017-18 MULTILANE, WORK NEAR INTERSECTION NO. NO. REVISION DESIGN STAN ARDSMEDLkN OR OUTSIDE LALNE 616 2 of 3 07101115 H Ur LL a ri4� l�i��r ��c,�:utt€t# YU � � LL,LNR(,)_�D RL 715 Y 16 ,5 � � AE . i�lz�.�tx:t�zt x�t ray: 142-5-199 FL()RIDA P,r--.LICE TECO-PEOPLES(;A.S SYS_,rEMS,INC .r •t as ; RL,'t;jST6R_�:I�l'' +C7FIIS.41tv1 #, ` ur SHEEXS t MUM; VON DISTANCE BETWEEN SIGNS Speed spacing irai t3 P ®r less_ 200 Work Arca n ■ * beyond the ROAD WORK AP6�At� sign or ■ arw ar �r m#dway between signs whichever is less. f amt Length-1 Soo, a - -- Device Table I ROAD � see raWe 11 K w revile sparing Toper � Tangent � � Device �Cld? m_ _ _ vi,.....�_ * _ END Max. Distance Between r tr+es(ft.) AHEADSee 1'�le 1 dee -_ fable 11 ROAD 'WORK Speed Cones or rt 1 des pe I or ��tfJ at wf 1 (rr+pl Cur' ia� Markers w, w i I is�1e18 {iT �"t�lltgt i SPEEDING I NES LEFT LANE raper Tangent raper rangent LOSFU A4 0 ROAD A / DOUBLFD MEAD 25 1 50 25 50 WORK WHEN WORKERS 0 to 45 5 �, 30 6o PRESS ,� AHEAD t LEFT LAPIE CLOSED ON FAR SIDE OF MINOR OV314V SIDES BEET .. RESTRICTED TURNING MOVEMENTS M rable It QVIOU Taper Length - Merge (I2' Lateral Transition) ied LNot ,v.... (Mph) (fit.. I'Morge 30 t p WSJ ' — York Area _. 60 r cm 4p 320 a I 45 540 L-W i Device For lateral transitions other than 17, spacing a use formula for L,shown to the nates R A � C Taper Le tip=L TOO � Tangent- � column.Where., See Table 11 cap See END = Length of taper in feet OR �+`.e �aVldt o lateral transition trr fe�f LEFT � rhe � , ... ROAD Posh speed/1a'rit( l ,DHEA � p Imp h) Spaclia � a er4-L7 See Table I 84�RN LEST SPEEDING P I NE''S � t,EFT DOUB110 ME LA - ROAD < W0 rt AD WHEN WORKERS AHEAD r �n PRE SENA' _ LEFT LADE CLOSED ON FAR SIDE F INTERSECTION TURNING MOVEMENTS ALLOWED 1The normal proceoure is to arose Orr the 004r side of the intersectdon any lam haat Isnot. carried through R the Intersection. However.when time resuito in the closure of a left"lane having significant le"turning movements,then the lett lane may tv reopefted as a tarn bay for left tronas only as show in this det&14LAST REVISIOAl Z; FY 017-1 t l FO 07/01/15 MCA DESIGN TA ARDS MEDIAN OR OUTSIDE LANE616 3 of 3 Prir„lt., T, c. Y16-42i 145 Hild n Rimil,Unit 10 �r * tt � Yuro Ict . (9 4)342-5109 FLORIDA P.E.LICENSEl��. No .05247 � `T`�C��- t�PLE � 4S'1"'I\IS, .NIC, DATI;: 1,09 17 1 T 7MI;,'ATYON-0, We,�7 rat _ �_. . '«St � SHF I I GENERAL NOTES �w Provide�S'wide terrtpor'dr1� vwaikwy' except �rlrere 5�r c restrictions parr rtt 1.Route pedestrian trd(fic: around work areas w consOuctia" Ovid�rrrr width of�',isrdui e a 5, x'° passing space for temporary walkways SYMBOLSactivities encroach ors�° ;stde�ralk far more their+�� rnirrcrtes_ less th,srr�`iit wrdCN�€ ii'r��r"wRl� nidi ��ax�`e . Work,area rising the crevices and r°e+ edies shown airs index, Use,project t'ha rrselixir+g fYevirr t See Index 600) „specific designs for scarrarios riot i"lud€td an this IndeC 8, provide a Cross-slope with a maximum value of 0.0 for all temporary Work dune sign ,For.s �'ir of traffic control devicesertd general' ' walkways. '"ern racy' requirements refer to ["day or ul rpa►nr spacing between Required Loeatlarrrs f'rrr Either pa 9.�enaporary walkway surfaces d ramps most stable, firoa, site resistant,and Re uirmetoc Curb raps'. barricades,vertical panels..drug s or tabular markers is �. kept free of any obstruct+airs and hazards such as holes,debr m mud, 10 or ,. Direction of Traffic constructior,,equipment and stared mat+er�lals. Larne ide0ift[a..rotx+Di 3.Use dellneators an lOngitucltnai clta€ir�elizlr�g devices separat(nt� rrrredf,tin Crevice(LCjDi with the work area from vehicufar traffic. move se�naPOWY watkways immediately after reopeniing of the sid adkr airless Pedestrian Lon91tudltrai i~tra t lila of mounted'Sort Zone Biqa or se�r�rrrate Work orrci Sign dt ettar'se rlotccl in the plans, 4.Cower or deactivate pedestrian Eraffic sr'{irral pedestrian Longitudinal Channelizing Device(LCIS) displayfs)controlling closed crosswalks. tt, Meet the requirements of index 304 for temporary curb ramps. .post-t mounted signs locateo near or ad laeerrt to a sid €alk mitis! ��", place pedestrian Ir ngitudinal thea elizing device(s)acirOss the (all width of the have a 1, minimum clearance from the bottom at sign to the dieser sidewalk.For temporary rwalkway$, similrir to the Sidewalk Viversrtars, surface of the sidewalk. place LC€ys to dells Bate both sides of the tamporary walkway, 6,When construction activities involve.sidewalks on both sides of the street Mage the con so that one sidewralk is in service at all times.If this is not feasible and both sidewalks most be closed, as determined by the Engineer,provide a detour to gfilde pedestrians around the construction one, h. CR C __----w---------may- CR MOW f3 (33S 010 ROAD )MM3als WORK LU )I=IVA�3101S LU coo SIDEWALK CLOSED i e VAY Out ECR).— a CLMD � i � � Cif WORK UN OTHM so Vim AHFAD SIDEWALK DETOUR SIDEWALK DIVERSION � CROSSWALK CLOSURE AND 1 y FY 2017-18 PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS 660 1 of I� VISlt3lw SonDESIGN STANDARDS -URO,P.E. LEVY ROAD Gz.. MAIN IN. 145 Hildrn ROW,Unit 1.08 MICHAU y pRLt�p,,jjZjV FOR: s i;E7l: ltt Yuri) 9 cache Vr-(Ira,FL 32081 { 0jRJW1N 1311, N11,11-Y 1904)342-5199 FLORIDA PE,LicENSE NO.65247 Co- .r �r$.i t szs; SIC }-�:�aETS CONTRACTOR FRAC43UT CONTINGENCY PLAN 4.0 EQUIPMENT 6.3 RESPONSE CLOSE OUT PROCEDURES THE SITE SUPERVISOR SHALL ENSURE THAT: WHEN THE RELEASEHAS SEEN CONTAINED AND CLEANED UP,RESPONSE CLOSEOUT ACTIVITIES WILL BE CONDUCTEDAT THE DIRECTION OF FOR DIRECTIO DRIWNG -SPILL KfTS AND SPILL CONTARWE!JT MATERIALS ARE AVAILABLE ON-SITE AT ALL TIMES AND THAT THE EQUIPMENT IS IN GOOD THE SITE SUPERVISORTOREMAN AND SHALL INCLUDE TEH FOLLOWING: TABLE OF CklVffNTS WORKJNG ORDER. -THE RECOVERED DRILLING FLUID WILL EITHER BE RECYCLED OR HAULED TO AN APPROVED FACILITY FOR DISPOSAL.NO RECOVERED 1,0 INTRODUCTION AND PURPOSE DRILLING FLUIDS WILL BE DISCHARGED INTO STREAMS,STORM DRAINS OR ANY OTHER WATER SOURCE 2.0 DESCRIPTION OFWORK -EQUIPMENTREQUIREDIOCONT N AND CLEAN UPA FRAC-OUT RELEASE WILL EITHER BEAVAtLABLE AT THE WORK SITE OR �ALL FRAC-OUT EXCAVAI ION AN D CLEANUP SITES WILL BE RETURNED TO PRE-PROJECT CONTOURS USING CLEAN FILL,AS NECESSARY; 3.0 SITE SUPERVISWOREMAN RESPONSIBILITIES READILY AVAILABLE AT AN OF FSITE LOCATON WITHIN 16 MINUTES Of THE BORE SITE -ALL CONTAINMENT MEASURES(FIBER ROLLS,STRAW BALES,ETC.)WILL BE REMOVED,UNLESS OTHERWISE SPECIFIED BY THE SITE 0 EQUIPMENT SOPERVISOR11FOREMAN. 5,0 TRAINING 5.0 TRAINING 6.0 DRILLING PROCEDURES PRIOR TO THE START OF CONSTRUCTION,THE SITE SUPEPVISOR(FORMAN,SHALL ENSURE THAT THE CREW MEMBERS RECEIVE TRAINING IN THE 6.4 CONSTRUCTION RE-START 6.1 VAC-TRUCK FOR SMALL RELEASE$NOT REQUIRING EXTERNAL NOTIFICATION,DRILLING MAN CONTINUEIF',00%CONTAINMENT ISACHIEVED THROUGH THE 6.2 FIELD RESPONSE TO FRAC�OUT OCCURRENCE FOLLOWING. CONTINGENC -OUT LO Ti THE PROVISIONS OF THE FRAkCO Y PLAN,EQUIPMENT,MAINTENANCE AND SITE SPECIFIC PERMIT AND USE OF A LEAK STOPPING COMPOUND OR REDIRECT ION OF TH E BORE AND TH E CLEAN UP CREW REMAINS AT THE FRAC CA ON 6.3 RESPONSE To CLOSE-OUT PROCEDURES MONITORING REOWREMENTS, THROUGHOUT THE CONSTRUCTION PER 10D_ 6.4 CONSTRUCTION RE-START INSPECTION PROCEDUM$FOR RELEASE PREVENTION AND CONTAINMENT EQUIPMENT AND MATERIALS, W 0 BORE ABANDONMENT OONTRACTOKREW OBUGATION TO IMMEDIATELY STOP THE DRILLING OPIERAMON UPON FIRST EVIDWE OF THE FOR RELEASE$REOUIRING EXTERNAL NOTIFICATION ANDIOR OTHER AGENCIES,CONSTRUCTION ACTIVITIES WILL NOT RESTART ITHOUTPRICR TD NOTIFICATION OCCURRENCE OF A FRAC-OUT AND TO IMMEDIATELY REPORT ANY FRAC-OUT RELEASE$, APPROVAL FROM THE PROJECT MAANGER AND ENVIRONMENTAL INSPECTOR 1.1 COMMUNICATING V41TH REGULATORY AGENCY PERSONNEL CONTRkCTORICREW MEMBER RESPONSIBILITIES IN THE EVENT OF A RELEASE; 7,2 DOCUMENTATION 8 0 PROJECT COMPLETION AND CLEAN-UP OPERATION OF RELEASE PREVEW rION AND CONTROL EQUIPMENT AND THE LOCATION OF RELEASE CONTROL MATERIALS AS 6.5 BORE ABANDONMENT NECESSARY AND APPROPRIATE,A ND; ABMD014MENT OF T HE BORE WILL ONLY BE REQUIRED WHEN ALL EFFORTS TO CONTROL THE FRAC-OUT WITHIN THE EXISTING DIRECTIONAL 1.0 INTRODUCTION AND PURPOSE PROTOCOLS FOR COMMUNCATON WITH AGENCY REPRESENTATIVES WHO MIGHT BE ON-SITE DURING THE CLEAN-UP EFFORT, BORE HAVE FAILED. DIRECTIONAL BORE OPERATIONS HAVE A POTENTIAL TO RELEASE DRILLING FLUIDS INTO THE SURFACE ENVIRONMENT THROUGH FRAC-OUTS.A FRAC-OUT 13 THE CONDITION WHERE DRILLING MUD IS RELEASED THROUGH FRACTURED SUBSURFAZE FORMATIONS INTO THE SURROUNDING 6.0 DRILLING,PROCEDURES 7.0 NOTIFICATION ED EACH DAY,PRIOR TO THE 87ART OF WORK�THE FRAC-OUT CONTINGENCY PLAN SHALL BE IN THE EVENT OF A FRAC-00 THAT REACHES A WATER SOURCE,THE SITE SUPERVISMFOREMAN WILL NOTIFY THE PROJECT MANAGER AND SUBSURFACE ROCK,CLAY OR SAND AND TRAVELS TOWARD THE SURFACE,DRILLING MUDS CONSLI3 LARGELY OF A BENTONRE CLAY-WATER THE FOLLOWING PROCEDURES SHIII LL BE FOLLOW MIXTURE AND AS SUCH IT IS NOT CLASSIFIED AS TOXIC OR HAZARDOUS SUBASTANCES-HOWEVER,IF DRII I ING MUD IS RELEASED INTO WATER AVAILABLE ON-SITE DURING ALL CONSTRUCTION THE SITE SUPERVISOWFORMAN SHALL BE ON-SrrE AT ANY TIME THAT DRILLING IS OCCURRING ENVIRONMENTAL INSPECTOR SO THEY CAN NOTIFY THEAPPROPIATE RESOURCE AGENCIES,ALL AGENCY NOTIFICATIONS WILL OCCUR WITHIN BODIES,BENTONIIE HAS THE POTENTIAL TO ADVERSELY IMPACT FISH AND INVERTEBRATE& OR IS PLANNED TOOCCUR THE Sfl f SUPERVISORTOREMAN SHALL ENSURE THAT A JOB BRIEFING MEETING 13 HELD AT THE START OF EACH 24 HOURS AND PROPER DOCUMENTATION WILL BE ACCOMPLISHED IN A TIMELY MANNER.THE FOLLOWING INFORMATION WILL BE PROVIDED: DAY OF DRILLING TO REVIEW THK*E A PROPRIAT E PROCEDURES TO BE FOLLOWED IN CASE OF A FRAC-OUT.QUESTIONS SHALL BE ANSWERED I-NAME AND TELEPHONE NUMBER OF PERSON REPORTING: WHILE DRILLING FLUID SEEPAGE ASSOCIATED WITH A FRAC-OUTI 15 MOST LIKELY TO OCCUR NEAR T iE BORE E.NTRY AND EXIT POIN TIS WHERE AND CLARIFICATION GIIAN ON ANY PONT OVER WHICH THE DRILLING CREW OR 07HER PROJECT STAFF HAIS CONCERNS 2.LOCATION OF THE RELEASE, THE DRILL HEAD IS SHALLOW,FRAC-OUTS CAN OCCUR IN ANY LOCATION ALONG A DIRECTIONAL BORE_THIS FRAC-OUT CONTINGENCY PLAN E THE FORMATION.PRESSURE 1 DATE AND TIME OF RELEASE; jFCP)ESTABLISHES OPERATIONAL PROCEDURES AND RESPONSIBILITIES FOR THE PREVENTION,CONTAINIVIENT,AND CLEAN-UP OF FRAC-OU7S DRILLING PRESSURES SHALL BE CLOSELY WNiTORED SO THEY 00 NOT EXCEED THOSE NEEDEDTO PENETRAT 4,TWE AND QUANTITY,ESTIMATED SIZE OF RELEASE; ASSOCIATED MTN THE PROPOSED DIRECTIONAL DRILLING UTILITY PROJECT OF TECO PEOPLES Gki.ALL PERSONNEL AND SUBtONTRACTORS LEVELS SHALL BE MONITORED RANDOMLY BY THE OPERATOR PRESURE LEVELS SHALL BESET AT A MINIMUM LEVEL TO PREVENT FRAC-OUTS, 6,HOW THE RELEASE OCCURRED: RESPONSIBLE FOR THE WORK MUST AD14ERE TO THIS PLAN DURING THE DIRECTIONAL DRILLING PROCESS. DURING THE PILOT BORE.MAINTAIN THE DRILLED ANNULUS CUTTERS AND RFAPAERS WILL BE PULLED BACK INTO PREVIOUSLY DRILLED &THE TYPE OF ACTIVITY THAT WAS OCCURRING AROUND T14E AREA OF THE FRACOUT; SECTIONSAFTEREACH NEW JOINT OF PIPE IS ADDED, 7,DESCRIPTION OF ANY SENSITIVE AREAS,AND THEIR LOCATION 14 RELATION TO THE FRAC-OUT: THE SPECIFIC OBJECTIVES OF THIS PLAN ARE TO: 6.DESCRIPTION OF THE METHODS USED TO CLEAN UP OR SECURE THE SITE, -MINIMIZE THE POTENTIAL FOR A FRAC-00 ASSOCIATED WITH DIRECTIONAL DRILLING ACTIVITIES: EXIT AND ENTRY PITS SHALL BE ENCLOSED BY SILT FENCES AND STRAW-A SPILL Krr SHALL BE ON SIT E AND USED IF A FRAC-OUT DCCURS,A 9�LISTING OF THE CURRENT PERMITS OBTAINED FOR THE PROJECT. -PROVIDE FOR THE TIMELY DETECTION OF FRAC-OUTS; VACUUM TRUCK SHALL BE READILY AVAILABLE ON SITE PRIOR TO AND DURING ALL DRILLING OPERATIONS.CONTAINMENT MATERIALS(STRAW, -PROTECT THE ENVIRONMENTALLY SENSITIVE RIVERBED AND ASSOCIATED RIPARIAN VEGETATION SILT FENCING.SAND BAGS,FRAAC� SPILL KITS,ETC.)SHALL BE STAGED ON'SITE AT LOCATIONS WHERE THEY ARE READILY AVAILABLE AND 7.1 COMMUNICATING WITH REGULATORY,AGENCY -ENSURE AN ORGANIZED.TIMELY ANWIMIN IMUWIMPAC7'RESPONSE IN THE EVENT OF A FRAC-OUTAND EAS ILY MOBILIZED FOR IWEDIATE JSE IN THE EVENT OF AN ACCIDENTAL RELEASE OF DRILLING MUD(FRAC�Op,IF NECESSARY,BARRIERS A'L EMPLOYEES AND SUBCONTRACTORS WILL ADHERE TO THE FOLLOWING PROTOCOLS WHEN PERM117TING REGULkTORY AGENCY PERSONNEL L RELEASE Of DRILLING BENTONITE,AND, (STRAW SALES OR SEDIMENTATION FENCES)BETWEEN THE BORE SITE AND THE EDGE OF THE WATER SOURCE WLL BE CONSTRUCTED,PRIOR ARRIVE ON SITE: -ENSURE THAT ALL APPROPRIATE NOTIFICATIONS ARE MADE IMMEDIATELY TO THE CUSTOMER, TO DRILLING,TO PREVENT RELEASED BE1470NITE MATERIAL FROM REACHING THE WATER .REGULATORY AGENCY PERSONNEL WILL BE REQUIRED TO COMPLY WITH APPROPRIATE SAFETY RULES AND PPE. MANAGEMENT AND SAFETY PERSONNEL. O-WE THE DRILL RIG IS INPtACEA'D DRILLING BEGINS,THE DRILL OPERATOR SHALL STOP WORK WHENEVER THE PRESSURE IN THE DRILL RIG COMMUNICATION AND COORDINATION WITH REGULATORY AGENCY PERSONNEL SHALL BE PERFORMED BY ONLY THE SITE AN 1 SUPERVISORIFORMAN,THE PROJECT MANAGER�ENVIRONMENTAL CONTRACTOR,ENVIRONMENTAL INSPECTOR ANWOR COMP Y 2.0 DESCRIPTION 2F,WORK,FQR DROPS,OR THERE IS A LACK OF RE"URNS IN THE ENTRANCE PIT AT THISTIME THE SITE SUPERVIISOR)FOREMAN SHALL BE 1 WORMED OF THE REPRESEWATIVE. ,CONTAINMEN LICLEAN,UP OF FPAC!QLT T DRILLING OPERATIONS Wl�L BE MAI-TED BY THE DRILL RIG OPERATORS IMMEDIATELY UPON DETECI ION OF A DROP IN DRILLING PRESSURE.OR POTENTIAL FRAC�OUT, 1HESITESIPERVISORTOREMAN AND THE DRILL RIG OPERATOR($)SHALL WORK TO COORDINATE THE LIKELY LOCATION OTHER EVIDENCEOFAFRAC-OUT,THE CLEAN-UP OF ALL SPILL$SHALL BEGIN IMMEDIATELY.kiAW�GEMENT&EWIRON41ENTALINSPECTC)R OF THE FRAC-OUT_THE LOCATION)F THE FRAC-OUT SHALL BE RECORDED AND NOTES MADE ON THE LOCATION AND MEASURES TAKEN TO 72 DOCUMENTATION ADDRESS THE CMERN,THEFO OWING SUBSECTIONS SHALL BE ADHERED TO WHEN ADDRESSINGA FRAC0LIT SITUATION. — SHALL BE NOTIFIED IMINI(EDIATELY OF ANY 6PILLS AND SHALL BE CONSULTED REGARDING CLEAN.UPPROCEDURES,ASPILLKITSHALLBE THE SITE SUPERVISORIFOREMkN SHALL RECORD 7HE FRAC-OUT EVENT IN HIS OR HER DAILY LOG,THE LOG WILL INCLUDE THE FOLLMING: ON-SITE AND USED IF A FRACOUT OCCURS.A VACUUM TRUCK AND CONTAINMENT MATERK$,$U(�H AS STRAW BALES,SHALL ALSO BE ONSITE WATER CONTAINING PUD,SILT,BEI ITONITE,OR OTHER POLLUTANTS FROM EQUIPMENT WASHING OR OTHER ACTIVITIES SHALL NOT BE ALLOWED DETAILS ON THE RELEASE EVENT,INCLUDING AN ESTIMATE OF THE AMOUNT OF BENTONiTE RELEASED�THE LOCATION AND TIME OF THE PRIOR TO AND DURING ALL OPERATIONS,THE SITE SUPERVISOR WILL CONDUCT AN BALUATION 0 z THE SITUATION AND DIRECT T`0 ENTER A LAKE,FLOWING STREA M,OR ANY OTHER WATER SOURCE,THE BENTIONITE USED IN THE DRILL ING PROC ESS SHALL BE EITHER RELEASE,-,THE SIZE OF THE AREA IMPACTED AND THE SUCCESS OF THE CLEAN OR ACTION.THE LOG REPORT SHALL ALSO INCLUDE THE TYPE RECOMMENDED MITIGATION ACTIONS,BASED ON THE FOLLOWING GUIDELINES; DISPOSED OF AN AN APPROVED DISPOSAL FACILITY OR RECYCLED IN AN APPROVED MANNER,OTHER CONSTRUCTION MATERIALSANDWASTES OF ACTIVITY TMT WAS OCCURRING AROUND THE AREA OF THE FRAC-OUIT;DESCRIPTION OF THE METHODS USED TO CLEANUP OR SECURE THE IF THE FRAC�OUIT IS MINOR EASILY CONTAINED,HAS NOT REACHED THE SURFACE AND IS NOT THREATENING SHALL BE RE-CYCLED OR DOSPOSE OF,AS APPROPRIATE, 317E AND A LISTING OF TH E CURRENT PERMITS OBTAINED FOR THE PROJECT, SENSITIVE RESOURCES,DRILLING OPERATIONS MAY RESUME AFTER USE OF A LEAK STOPPING Q)MPOLIND OR REDIRECTION OF THE BORE. L0,,LRO&CT COVIETION A!M CON UP IF THE FRAC�OUT HAS REACHED THE SURFACE,ANY MATERIAL CONTAIVAINATED WITH BENTONITE 5HALL BE 1.1 VAC-TRUCK -ALL MATERIAL$AND ANY RUBBISH ANDIOR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION ZONE AT THE END OF EACH REMOVED,CONTAINED AND PROPERLY DISPOSED OR AS REQUIRED BY LAW THE DRILLING CONTRACTOR AVACUUM TRUCK SHALL BE STAGED AT A LOCATION FROM WHICH IT CAN BE MOBILIZED AND RELOCATED SO THAT ANY PLACEALONG WORKDAY; SHALL BE RESPONSIBLE FOR ENSURING THAT THE BENTONITE IS EITHER PROPERLY DISPOSED Ol'ATAN THE DRILL SHOT CAN BE REACHED BY THE APPARATUS WITHIN 10 MINUTES OF A FRAC-ClUT. SUMP PITSA7 BORE ENTRY A14D EXITS WILL BE FILLED AND RETURNED TO NATURAL GRADE,AND; APPROVED DISPOSAL FACILITY OR PROPERLY RECYCLED IN AN APPROVED ONNER THE SITE SOUPERVISOR S ALL PROTECTIVE MEASURES(FIBER ROLLS,STRAW SALE,SILT FENCE,ETC.)WILL BE REMOVED UNLESS OTHERWISE SPECIFIED BY THE SITE SHALL NOTIFY AND TAKE ANY NECESSARY FOLLOW-UP RESPONSE ACTM IN COORDINATM WITH AGENCY 1.2 FILLD REIPONSE TO ORAC-OUT OCCgRRENCE SUPERVISORtFOREMAN. REPRESENTATWS_ THE RESPONSE OF THE FIELD C 'At L BE IMMEDIATE AND 94 ACCORDANCE WITH PROCEDURES IDENTIFIED ZIEW TO A FRAC-OUT RELEASE$H IN THIS PLAN,ALL APPROP E EMERGENCY ACTIONS,THhT DO NOT POSE ADDITIONAL THREATS TO SENSITIVE RESOURCES WILL BE 3.0 SITE SUPERVISORIFORMAN RESPONSIBILITIES TAKEN,AS FOLLOWS- I THE SITE SUPERVISORtFOREMIAN HAS OVERALL RESPONSIBILITY FOR IMPLEMENTING THIS FCP,THE SiTESUPERVwWFOREMAN WILL ENSURE DIRECTIONAL BORING WILL STOP IMMEDIATELY; THAT ALL EMPOYEF$ARE TRAINED PRIOR TO ALL DRILLING.THE SITE SUPERVISCIPWOREMAN SHALL BE NOTIFIED IMMEDIATELY WHEN A THE BORE STEM WILL BE PULLED BACK TO RELIEVE PRESSURE ON FRAC-OUT; FRAC-OUT IS DETECTED,THE SITE SUPERVISOMFOREMAN WILL BE RESPONSIBLE FOR ENSURING THAT THE ENVIROWENTAL INSPECTOR IS THE SITE SUPERVISORWOR WILL BE NOTIFIED M ENSURE THAT MANAGEMENT AND ENVIRONMETNAL INSPECTOR IS AWARE OF THE FRAC-OUT,COORDINATING PERSONNEL,RESPONSE,CLEANUP,REGULATORY AGENCY NOTIFICATION AND COORDINATION TO NOTIFIED,ADEQUATE RESPONI E ACTIONS ARE TAKEN AND NOTIFICATIONS ARE MADE ENSURE PROPER CLEAN-UP,DISPOSAL OF RECOVERED MATERIALAND TIMELY REPORTING OF THE INCIDENT,THE SITE SUPERVISORIFOREMAN THE SITE SUPERVISCIRiFOREW�N SHALL EVALUATE THE SITUATION AND RECOMMEND THE TYPE ANO LEVEL OF RESPONSE SHALL ENSURE ALL WASTE MATERIALS ARE PROPERLY CONTAINERIZED,LABELED,AND REMOVED FROM THE SITE TOANAPPROVED DISPOSAL WARRANTED,INCLUDING THE L'EVEL OF NOTIFICATION REQUIRED; FACILITY BY PERSONNEL EXPERIENCED IN THE REMOVAL,TRANSPORT AND DISPOSAL OF DRILLING MOD. IF THE FRAC-OUT IS MINOR FA RLY C04TAINED,HAS NOT REACHED THE SURFACE AND IS NOT THREATENING SENSITIVE RESOURCES,A LEAK STOPPING COMPOUND SHALL LBE USED TO BLOCK THE FRAC-OUT.IF THE USE OF LEAK STOPPING T14E SITE SUPERVISORIFOREMAN SHALL BE FAMILIAR WITH ALL ASPECTS OF THE DRILLING ACTNIT�,THE CONTENTS OF THIS FRAC-OU7 COMPOUND IS NOT FULLY SU0XSSFUL,THS BORE STEM SHALL BE REDIRECTED TO A NEW LOCATION ALONG THE CONTINGENCY PLAN AND THE CONDITIONS OF APPROVAL UNDER WHICH THE ACTIVITY IS PERMITTED TO TAKE PLACE.THESITE 'MY DESIRED DRILL PATH WHERE A FRAC-OUT HAS NOT OCCURRED. 77- SUPERVISORdFOREMAN SHALL HAVE THEAUTHORITY TO STOP WORK AND COMMIT THE RESOURCES IPERSONNEL AND EOUIPMENT)NECES -IF THE FRAC-OUT HAS REACHE)THE SURFACE,ANY MATRIAL CONTAMINATED WITH BENTIONITE SHALL BE REMOVED, TO IMPLEMENT THIS PLAN-71HE STE SUPERVISORFOREMAN SHALL ASSURE TK47 A COPY OF THS PLAN is AVAILABLE(ONSITE)AND CONTAINED AM PROPERLY Dl��POSED OF.AS REQUIRED BY LAW.A DIKE OR BERM MAY BE CONSTRUCTED AROUND THE ACCESSIBLE TO ALL CONSTRUCTION PERSONNEL.THE SITE MRVISORIFIDREMIAN SHALL ENSURE T14AT ALL WORKERS ARE PROPERLY 'HA -7— TRAINED AND FAMILIAR W17H THE NECESSARY PROCEDURES FOR RESPONSE TOA FRAC-OUT,PRKR TOCOMMENCEMENT OF DRILLING FRAC-Ou T TO ENTRAP RELEAS D DMLUNG FLUID,IF NECESSARY,CLEAN WID 151,-LL BE PLACED AND THE AREA RETURNEDTOPRE-PROEJECT ONTOUR& 7 OPERATIONS. IF A FRAC-OUT'OCCURS,REAC�IES THE SURFACE AND BECOMES WIDESPREAD,THE SITE SUPIERVISOR)FOREMAN SHALL AUTHORIZE A READILY A=iIBLE VACUUM TRUCK AND BULLDOZER STORED OFF-SITE TO BE MOBILIZED.THE VACUUM TRUCK MAYBE EITHER POSITP INED AT EITHER END OF THE LINE OF THE DRILL SO THAT THE FRAO-OUT CAN BE REACHED BY CREWS ON FOOT,OR MAY I E PULLED BY A BULLDOZER SO THAT CONTAINMENT SOILS CAN BE VACUUMED UR Big mm �T N", 0AT111, lu: jPRi_?jJ_-CT Y16-42i 0.1�11111%le_rl '145 Hilden Ro2d,L"niv 108 NIICHAELj. NrUTRO,P.E. LEVY ROU) CYAS-NIAJN INSTALLXTION N0. LAIPV1 Yuro PR", AftD FOR, ND(i Pon te Vedra,FL 32081 (904)342-5199 FLORIDA P.E.Ll(:ENSE NO.65247 TECO-PEOPLES GAS, SYSTE INIS,INC. (34,L-(A CE,L)8 V, Ntjy 23 D iT L - ,Atr -,N _)A'AL 'ATI I 116`17 rl�Efi Tit I CA,Ty k ol , ft4C)RlZAn0N -'0,25658 FRAGOUT CONTINGENCY J L