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HomeMy WebLinkAbout18-20185 I CITY OF ZEPHYRHILL.' 5335-8TH STREET (813)780-0 Q20 -- 20185 BUILDING PERMIT - PERMIT JNFORMATION�- LOCATION INFORMATION Permit Number: 20185 Address: MIS SEE DESCRIPTION 6TH AVE SOUT Permit Type: MISC ZEPHYRHILLS, FL. Class of Work: RIGHT-OF-WAY Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 07-26-22-0000-00400-0000 Improv. Cost: OWNER INFORMATION Date Issued: 8/28/2018 Name: CITY OF ZEPHYRHILLS Total Fees: Address: 5335 8TH ST Amount Paid: ZEPHYRHILLS FL 33542 Date Paid: Phone: Work Desc: MIS SEE DESCRIPTION 6TH AVE/SOUTH AVE- UTILITY WAIVED FEE CONTRACTORS APPLICATION FEES I Ins ections Required FOOTER 2ND ROUGH PLUMB MIS(; INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER -CITY OFT EN1Y'= ILLS Iltilitie:S Department . .... . City 5335 Eighth Street Zephyrhills,;Florida 33542-4312 " (813) 780'0008.!k Fax.(813) 780'0613. - January"16, 2018 GENE WHri'FIELD Mayor CITY COLNI CIL Shane LeBlanc:and/or Bill Burgess, W.ALAN KNIGHT.. Councii.Presideiit ..The City.ofZephyrhills has.contracted.with Jones Edmunds and Associates,Inc... for"professional design:services for 17.000 feet of wastewater:force main-and two ... wastewater lift stations. Proposed Construction is it!Pasco County Right-of-Way, •LANCE A.SMITH_. : . :• . . p. .... . . Y. ice President City o .Zephyrhills_Right�of=Way, and,parcels•owned by,the.City.Expect. ..... "construction to:begin:in the first quarter o f 2018. Respectfully, we request a-warier KLNNETH M."BURGESS, .. : .... JR. of permit fees for the following.pro posed improvements: CHARLES.E.:PROCTOR Improverrients.in Pasco County Right-of-Way: 7,5.00.feet of wastewater.: force main and driveway:access to Lift Station No. 69 at"County Road 54. :. KENNETH V.:COMPTOT llnprovements.on parcels owned by the City of Ze h" hills: 7,000;feet of.- P."Yt wastewater force inain :Lift Station No. 68, and Lift Station"N6:69. STEVEN-F.SPINA C. Manager". .- . Improvements in City of Zcphyrhills Right-of=Way: 1500 feet of .... wastewater force main and driveway:access'to Lift Station-No. 68 at South LORI I;:HILLMAi`' Avenue. :" . ..... ... City Clerk;:CMC If you have;any questions:or"comments, please feel free to contact me at(813) MATTIIEw E.MAOGARI� '7$0_0008"or email jbostic(ci�6i.zeLliyrhills.fl.us. City Attorney Sincer 1 ...ohn:Bostic III,:Utilities Director City of Ze h Bills P Yr .' PERMIT APPLICATION t.. DRIVEWAY PERMIT APPLICATION CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY All information must be filled-in completely City of Zephyrhills 5335 8"'Street,Zephyrhills, FL 33542 Telephone 813.780.0000 Fax 813.780.0005 Dafbe of.aippli ' cation:' Y ProceSsed:Bye : Permit# - - - _ t9rar aim foi,staff Ilse only}, _ t,.: C a:PiiblicW(3Gopy:to Hold"ing.Depart?fient:,t'.',..`,'' opY_.... . or9cs D PROJECT JOB SITE: PROPERTY OWNER Address: 39421 South Avenue Ze h rhills, FL Name: US GOVERNMENT Unit#: Address: General Services Adm . .Unit: Parcel Identification Number:07-26-22-0000-00300-0010 City_, State Zip Washington, DC 20405-0001 ! Phone: N/A Fax: N/A CONTRACTOR: To Be Determined Through Public Bid Process Company: —_.....__..._ Name: Contractor's License #:. E-Mail: Phone: Cell: Fax: ARCHITECT/ENGINEER: Name: Udeni T.,Rosario Firm Name: Jones Edmunds&Associates, Inc. Address: 730 NE Waldo Road City: Gainesville State: FL Zip: 32641 State License #: 68327 Phone: 352-377-5821 Cell: Fax: 352-377-3166 Description of Proiect Refer to attached Drawings. TYPE OF DRIVEWAY 55 feet LENGTH OF DRIVEWAY CULVERTS NEEDED RESIDENTIAL DRIVEWAY 12 feet WIDTH OF DRIVEWAY (X)REINFORCED CONCRETE COMMERCIAL DRIVEWAY R.O.W. EXCAVATION ( )CORRUGATED MATERIAL X PUBLIC ACCESS DRIVEWAY 36 inchesDEPTH 55 feet LINEAR FEET ( }BOX CULVERT (Approximate depth including culvert) ( }OTHER(EXPLAIN) CONSTRUCTION MATERIAL CURB CUT REQUIRED --X—ASPHALT YES X NO CONCRETE HEADWALL REOUIRED? YES _X_No d NOTICE TO APPLICANT: If actual work exceeds scope of this description,additional permits or drawings will be required. UTILITY LOCATIONS REQUIRED: CALL BEFORE YOU DIG: 1.800.432.4770 i Page I, of 3 ,i PERMIT APPLICATION UTILITIES LOCATE CONFIRMATION NUMBER. Sunshine 811 Design Ticket 240702605 PROVIDE SKETCH IN THIS AREA, IF ADDITIONAL SPACE IS REQUIRED,ATTACH TO THIS APPLICATION. Refer to attached Drawings. AFFIDAVIT: Application is hereby made to obtain a permit to do work and installations as indicated. I certify that all foregoing information is accurate and that all work will comply with all applicable codes. I understand these codes shall take precedence over all approved construction documents,and issuance of this permit is verification that I will notify the property owner of Florida Lien Law req.,F.S.713. i The issuance of this permit does not ensure compliance with deed restrictions and I understand that additional deed 1 restrictions may apply to this property. All work shall comply with the current Florida Building Code, Public Works Design Manual and FDOT Design Standards(if applicable). (Public works Design Manual online link: www.cl.zephyrhills.fl.us/public�_worksasp) APPLICATION IS VOID UNLESS SIGNED WITH PROPER IDENTIFICATION AND WITNESSED BY A PERMIT TECHNICIAN OR NOTARY PUBLIC. NOTE: The City of Zephyrhills is not responsible for maintenance or repairs of driveways. Driveways shall not alter/ interfere with existing stormwater treatment and/or conveyance. PROPERTY W y signing this application: I certify that I have read and understand the owner/builder disclosure statement. (please initial) John Bostic III.City ofZephyrhiils Utilities Director Applicant Print Name App' nt Signature Date Permit Technician Signature (or)Notary Signature Date Applicant is( ) personally known to me or produced as Identification. (type of identification) Page 2 of 3 PERMIT APPLICATION OFFICE USE ONLY PUBLIC;WQRKS USE ONLY, Concrete (min. 6'D Y N Asphalt Base (min. 6') Y N Asphalt(min. 1 1I7') Y N Length (min. 191 Y N Width (10'min—20'max) rY ' N Existing sidewalk. Y N New sidewalk. Y N ADA compliant. Y N U E} Expansion material required. Y N iv Contiguous parking pad. Y N t; Triangular flare(3W x 71) Y Visibility triangle o.k.? Y N Side set back(3'min. it.O.W.) Y N Plan Review Fee AdditionAl ttescri`#ian of work as defined PubLjc Works Director and cr desi ee: Permit application approved by: .2 3 I-4A)I Page 3 of 3 j i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date'Received Phone Contact for Permitting. — Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple;Titleholder Name Owner Phone Number Fee Simple,Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL ID# y (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR e ADD/ALT = SIGN 0 = DEMOLISH 4 INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF.CONSTRUCTION D,t BLOCK = FRAME STEEL = I: w DESCRIPTION-OF WORK d ' I; BUILDING SIZE SQ FOOTAGE HEIGHT =B,UILDING $ VALUATION OF TOTAL CONSTRUCTION f =ELECTRICAL $. AMP SERVICE = PROGRESS ENERGY = W.R.E.C. 1 =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION i =G AS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO i , OMPANY l� I c,BUILDER Nc SIGNATURE Y/'N FEE CURREN Y/N Address License# f - C 'ELECTRICIAN COMPANY SIGNATURE REGISTERED '/,N FEE CURREN i' Addri�'ss License# PLUMBER, I I COMPANY SIGNATURE REGISTERED Y/-'N•,' ; FEE"CURREN Y/N ' Address License it MECHANICAL COMPANY- SIGNATURE,,, REGISTERED Y./,N' FEE CURREN i. Address License# OTHER COMPANY SIGNATURE REGISTERED Y./ N FEE CURRE� Y/N Address License# . RESIDENTIAL Atfaoh_(2)Flot Plans;'(2)sets.of Building Plans,,(1.)set,of Energy,Forms;R=O,-W-Peftit.for,new..constmction, . Minimum ten(10)'working days after submittal`date. Required onsite,Construction Plans;Stormwatet Plans,w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life..Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(,10)working days after.submittal date. Required onsite,Construction Plans,Stormwater Plans w/•Silt Fence installed, Sanitary.Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of.Engineered Plans.' ""PROPERTY.SURVEY required for all NEW construction: Di�ectioris: :Fill.out application completely. Owner&Contractor sign,back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent:(for"the contractor),or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same 'OVER THE:COUNTER PERMITTING .. (copy-of contract required) Reroofs'if shingles Sewers Service,Upgrades A/C ' Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW ('y NOTICE OF DEED RESTRICTIONS: Th:;.undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any ..• . applicable deed,restrictions. UNLICENSED CONTRACTORS_AND CONTRACTOR RESPONSIBILITIES: If the owner has`hired a contractor or contractors to undertake work, they may be'required'to be licensed in accordance with"state-and-local regulations: If-the contractor is not licensed as required-by law,_ both the owner and contractor may"be cited fora misdemeanor violation under state law. If the owner or intended contractor-are uncertain as-to.-what licensing.requirements::may.apply for'the intended work, they are advised to contact the Pasco County Building Inspection Division=Licensing.Section at 727-847- 8009. Furthermore, if the owner has hired-b contractor or, contractors,. he. is.advised to. have the cohtractor(s)•`sign portions of the "contractor Block" of-this-application for-which they,will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco .. County. TRANSPORTATION IMPACT/UTILITIES,IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees andRecourse.Recovery'Fe-es may apply to-th'e.cortstruction of new buildings, change-of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89707,and 90-07, as amended. The undersigns-&also understands, that such fees, as may be-due; Will-be identified at the time_"of permitting. It is further understood that Transportation Impact Fees and Resource,Recovery Fees must be paid pr'ior.to receiving a "certificate of'-occupancy" or final power release! If the:project does not involve a�certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be-paid prior to permit issuance in accordance with applicable Pasco County ordinances. ° CONSTRUCTION LIEN.LAW(Chapter.713, Florida Statutes, as amended):,, If valuation of work.is$2,500;00 or more, I- ' certify-that I, 'the applicant; have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone i other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:' I"certifythat,all•the information in this"application-is accurate and that al[work will be done in compliance with all applicable laws..,regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work"and"installation as indicated. 1 certify that no work or installation has commenced prior to issuance of..,a,permit and-that all work will_be-performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also ? certify that I understand that the regulations of other government agencies may-apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies; include but are not limited to-! - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and-Environmentally Sensitive Lands,WaterM/astewater Treatment: - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks,`Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agericy=Asbestos abatement. j Federal Aviation Authority-Runways. - ---- I understand that thefollowing restrictions applytq-the use of fill: Use of fill is not.allowed in'Flood Zone"V" unless expressly permitted. i If the fill material is to:.be:,used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will-be.submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material-,-:is.-to be used-in-,Flood Zone."A"..in. connection with a permitted building using stem wall construction, I certify.thatfrll will`be-used only'to fill the_area-within the stem wall. If fill material is to be used .in any area, I certify that use of such fill will not adversely affect adjacent properties. If use'of'fill is-found-to adversely affect adjacent properties, the owner may be.cited for violating the conditions of the building permit issued under4the attached permit application, for lots less than one (1) acre which are elevated,byffrll�an engineered drainage;plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate,permit may be required for electrical work, plumbing; signs, wells, pools, "air conditioning, gas, or other 'installations not specifically included in the application. A permit issued shall be construed to be a license to proceedwith=the work and not as authority to violate, cancel, alter;or set aside any provisions-of the technical codes, nor'-hall issuance of a permit prevent the Building Official from thereafter i requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorizedsby j the permit is suspended or abandoned for a period of six(6)months after the time the work is}commenced. An extension j may be requested, in writing, from the,Building Official.for a-period not:to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If-work ceases for ninety(90)consecutive days,the job is considered abandoned: ` 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR'IMPROVEMENTS'TO.YOUR'PROPERTY.'IF'YOU INTEND'TO OBTAIN FINANCING, CONSULT WITH.YOUR LENDER OR AN ATTORNEY.BEF ORE RECORDING YOUR,NOTICE'00 COMMENCEMENT. FLORIDA JURAT(F.S.117.03) - OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and o to rmed)beforpjne this by Who Is/are personally known to me or hasthave produced Who is/are ovally known tome orhas/have Oroduced as identification. as.identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped f ' BUILDING DEPARTMENT ' CITY t7F ZEPI'IYRI'IILLS- R'TtVIEttt k 8 RIGHT-OF-WAY.USE PERMIT PERMIT# DATE:. G t� Noxonstruction under'round or above ground of any facility shall be accomplished on any.City Rights of Way without written approval from the 'City Building Department.Any application for approval-of construction operations on any:City owned Rights of Way shall furnish;n detailed drawing 'showing the complete scope ot'the proposed work in triplicate to the office of the Building.Offcial for:approval prior to the commencement of"any work.A copy of this permit is to be k6fit'readily available at the site of the workot all:times. PARCEL I.D.4 07 26-22 D000-00400-00001see Location below) CITY ROAD 6111:Avenue,South Avenue DATE 1/18/18 I.00ATIOh(Legal Description).: The pro'ect is located in the vicinity of Zevvrhills Municipal Airport.: Addifsonat parcels::18-26-22-0010-00700-0001),18-26-22-00=0A00-0000,18 26.22-0420 00000-0000,16-26 22-0020=00000-001A, 1 B-26-22-0010-05800-0000,.i 8-26-22-00.10-05500-0000;.13-26-21-0000.00100-0000,. Permission is hereby granted to John:Bostic III,.Wifties Director.... .....of Cityof:2ephyrhiils... for the construction and maintenance of- INrich and 12-inch diameter force main and Lift Station 68. subject to the following conditions: 1. The construction and saintenance of such:atility shall not interfere with the property and rights of it prior occupant. 2. All work-shall be done,in keeping with the standards of,,the City Streets Department and under the supervision of the Ciy Building Official"who will be notified at least one day prior to commencement of construction. 3. All materials and equipment shall be subject to inspection by the City Building Official. 4. During construction all safety regulations ofthe,Departnent of Transportation shall.be observed and:the.City shall,be relieved of:nll responsibility:from ilamage;of any nature:arising from this permit.Subject to the same terms and conditions,the permit holder may take such safety. measures,including placing and display of caution signs;as it may deem necessary in conduct of construction and.maintenance work hereunder. it is.the responsibility p o?o0 of.i a ermittee.to.... - S.. All private and all City.properly shall be.restored:ta its.original condition as far as practical in:the opinion of theCI icing Bui G.: All underground crossing installations shall be laid at such depth its may be specified by the-City Building'Official. 7. The sketch covering fhe details of this installation shall be made'n part of this,permit.This permit is granted with the understanding that the applicant has,notified all other utility users.in the area covered by the permit and takes•full responsibility for any damage incurred by priur installations as a.. result of his operations in order that they may safe guard their interests. S. It:is expressly stipulated that this permit is alicense for permissive use only and that the placing of facilities upon imblie property.pursuant to this permit shall not operate:to-create or to vest any property right in said.holder. 9.: Whenever the City decides to further exploit the City Rights of Way,any or all said poles,wires,pipes,cables,or other facilities and appurtenances authorized hereunder,shall be immediately removed from said Rights of Way,or reset or relocated thereon as required by the City Building Official:at the expense.of the holder of this permit.: 10.The,holder shall save and keep iho City harmless fram'any and all damages,claims;or in juries that may occur by reason of the construction; maintenance,and operation ofsaid facility. I I.:The holder shall complete the requested work within .. .... days:or.this permit:shelFbecome.null-and vaid..In,the event the work requested is not completed upon the expiration date of this it,the Cify shalt have the right to complete such work and to charge the holder of the permit for all costs_incurred in completing said work: 12.The holder shall post a-cash or surety bond with the City Manager in the sum of$ : dollars to guarantee performance of the obligations herein,and,to.guarantee,niaintenance;of,the right-of-way described herein for a.perigd of one(4 year following completion of the requested installation.In the event a surety bond is posted,the surety bond shall be made'papable to the City and shall obligate the surety to hold the City harmless in the event the holder of this permit should fail to meet any of its obligations hereunder.The bond shall also indemnify the City for all court'etssts and reasonable attorneys fees in the event legal action is required to collect on said bond. SIIBAIITTED.BY:. �tt � � - Perm' ee)John Bo ' "ties.Director Signature&Title Address' 5335 8th feet, Zephyrh1ft,FL 33542-4312 APPR6'tb BY: CITY:OFZEPIIYRIIILLS wilding OIIi al _- Utilities Supervisor::: Date: biic Works �� SFi:' DOT it)bp( 30-t C�t"rrA6 4 b �� " �te: at,: hlaaager Pfk rvttitrf �. : .- .. ... .. DiJ AvC Jacqueline Boges From: John Bostic Sent: Friday,August 24, 2018 12:22 PM To: Jacqueline Boges Subject: RE: plans holding since 1/2018 They are currently constructing the project John Bostic III, Utilities Director City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542-4312 Office- 813-780-0008 Fax - 813-780-0613 Cell - 813-778-1018 NEW CELL# Email -jbosticnci.zephyrhills.fl.us f' F PLEASE NOTE. Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure.If you received this message in error,please do not read,forward,copy,.etc. and delete immediately. From:Jacqueline Boges Sent: Friday,August 24, 201812:20 PM To:John Bostic<JBostic@ci.zephyrhills.fl.us> Subject: RE: plans holding since 1/2018 In Progress meaning doing currently or will not begin until next,year. If they are doing work there is no permit issued . If they won't do until next-year we normally will not hold plans so long because of space but will place somewhere until job is started. thanks d"k e B09eS 813-780--0020 ext 3513 1 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From:John Bostic Sent: Friday,August 24, 2018 11:23 AM To:Jacqueline Boges<iboges@ci.zephvrhills.fl.us> Subject: RE: plans holding since 1/2018 The project is currently in progress and isn't scheduled to be complete until 15t quarter of next year. John Bostic III, Utilities Director City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542-4312 Office - 813-780-0008 Fax - 813-780-0613 Cell - 813-778-1018 NEW CELL# Email -jbosticgci.zephyrhills.fl.us A r mod. PLEASE NOTE: Florida bas a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure.If you received this message in error,please do not read,forward,copy,etc. and delete immediately. From:Jacqueline Boges Sent: Friday,August 24, 2018 10:06 AM To:John Bostic<JBostic@ci.zephvrhills.fl.us> Subject: plans holding since 1/2018 Hello John, Bill asked me to get with you about some plans for a new lift station for the airport .See attached memo sent by you. Could you let me know where you are at with this project... normally I can only hold plans in office for 6 months. Thank you John 2 _p S claekle BegeS ;'f - 8>3-780-0020 ext 351(3 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. 3 Jacqueline Boges From: Jacqueline Boges Sent: Friday,August 24, 2018 10:06 AM To: John Bostic Subject: plans holding since 1/2018 Attachments: If.pdf Hello John, Bill asked me to get with you about some plans for a new lift station for the airport .See attached memo sent by you. Could you let me know where you are at with this project... normally I can only hold plans in office for 6 months. Thank you John Im v� daelele Boges 813-780-0020 ext JAM "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have." Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. r. Utilities.Department . `Czty of Pine Water" 5335 Eighth Street O:Zephyrhills,:Florida 33542-4312 . 813 780-0008.-Fax-(813) 780-'0613 January 16, 2018 GENB WHITFIELD Mayor cri-Yc6uNcIL Shane LeBlanc.and/orBill Burgess, : :W.ALAN KNIGHT. . Council"President The City.of Zephyrhills has contracted.with Jones Edmunds and Associates,Inc.. for professional:design'services for 1:7;000 feet of wastewater force main:' nd two wastewater lift stations. Pro osed Construction Is irz:Paseo Count Ri :t of-Way, LANCE A.SMITH.. : . : p. . . . Vice President City,of.Zephyrhilis.Right�of Way, and.parcels owned by the.City.Expect.. construction to begin in the f rst quarter of 2018. Respectfully, we request a bier KI NNETH IVI:BURGESS, of permit fees for the following-proposed improvements: " 71t. CHARLES-E.:PROCTOR Improvements in Pasco County Right-of-Way:.7,5.00 feet of wastewater:.. orcc main and driveway:access to Lilt Station No. 69 at-Count y Road 54. KENNETH V.:COMPTON Improvements on parcels owned by the City of Zephyrhills: 7,000:feet of wastewater force main;Lift Station No, 68- and Lift Station No 69. STEVEN F,SPINA City Manager. Improvements in City of Zephyrhills Right-of Way:-2;500 feet of wastewater force main and driveway_access'to Lift Station No.68 at South LORI L.HILLMAI`I Avenue. City Clerk;:CMC If you have,any questions.or comments,please:feel free to contact:me:at(813) - MATTHEW.E.MAGGARIS MOM or emailjbostic Qki.zephyrhillsffi.uS. City Attorney Sine.er 1 Johri.Bostic III,Utilities,Director City of Zephyrhills PLOTTED: 1/8/2018 11-13 AM JON ALLEN EROSION AND SEDIMENT CONTROL NOTES: MAINTENANCEIINSPECTION PROCEDURES 6: WHENEVER PDSSIaLE, ALL OF A PRODUCT WILL BE USED BEFORE DISPOSING Of THE CONTAINER.SSIBL i. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS F EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICESCOMPRISED OF THE EROSION AND SEDIMENT CONTROL PLAN. THE 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING F 7. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL STANDARD DETAILS, THE PLAN NARRATIVE,'ATTACHMENTS INCLUDED IN DAY. THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND INSPECIFICATIONS OF THE SWPPP. PLUS THE PERMIT AND ALL SUBSEQUENT CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR BE FOLLOWED. ► THE STORM WATER POLLUTION PREVENTION PUN, SHALL BE MAINTAINED IN REPORTS AND RELATED DOCUMENTS. ROAD CONSTRUCTION. " FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED 8. THE SITE WILL BE INSPECTED DAILY TO ENSURE PROPER USE AND DISPOSAL MANAGEMENT:PRACTICES (BMP) IN PHASE OF WORK OR FINAL STABILIZATION OF THE .SITE. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER 21. EROSION/SEDIMENT CONTROL BEST OF MATERIALS. POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER ADDITION TO THOSE PRESENTED ON THE PLANS SHALL BE IMPLEMENTED POLLUTION PREVENTION PLAN AND.THE STATE OF FLORIDA NATIONAL AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO HAZARDOUS PRODUCTS 1. ALL CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIER PERSON AT POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES ADJACENT PROPERTY OR ROADWAYS. CONTROLS SHALL BE DESIGNED, LEAST ONCE EVERY SEVEN(7) DAYS AND WITHIN 24 HOURS OF ANY THE FOLLOWING PRACTICES WILL BE UTILIZED TO REDUCE THE RISKS ASSOCIATED PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. INSTALLED AND MAINTAINED AS REQUIRED BY THE ENGINEER AND/OR RAINFALL EXCEEDING 0.5 INCHES AND CLEANED AND REPAIRED IN CONTRACTOR TO ENSURE SURFACE WATER QUALITY CONDITIONS ARE IW ACCORDANCE WITH THE FOLLOWING:. WITH HAZARDOUS MATERIALS: 3. THE CONTRACTOR SHALL IMPLEMENT BEST.MANAGEMENT PRACTICES AS COMPLIANCE WITH THE WATER QUALITY STANDARDS. 1. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARE REQUIRED BY.THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES 2. ALL MEASURES WILL: BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIRNOT RESEALABLE. SHALL BE IMPLEMENTED AS-DICTATED BY CONDITIONS AT NO ADDITIONAL 22. THE CONTRACTOR SHALL REPORT ALL OFFSITE SURFACE WATER IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF ITS REPORTING. COSTS TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. DISCHARGES WITH TURBIDITY IN EXCESS OF 29 NTUS (NEPHELOMETRIC E 3. ALL DRAINAGE STRUCTURES WILL BE INSPECTED FOR DEPTH OF.SEDIMENTS. 2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY TURBIDITY UNITS) ABOVE BACKGROUND LEVEL WITHIN 24 HOURS AFTER E CONTAIN IMPORTANT PRODUCT INFORMATION. 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM OCCURRENCE. NOTIFICATION SHALL INCLUDE CAUSE OF THE PROBLEM, SEDIMENTS WILL BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED. TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, CORRECTIVE ACTIONS TAKEN AND INSTALLATION OF ADDITIONAL 4. PERMANENT SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURERS' OR LOCAL AS APPLICABLE._ THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL EROSION/SEDIMENT CONTROLS NOT SHOWN ON THE APPROVED AN STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. CONSTRUCTION. DRAWINGS. HEALTHY GROWTH. ANY DEFICIENCIES SHALL BE CORRECTED. FOLLOWED. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. 23. THE CONTRACTOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. PRODUCT SPECIFIC PRACTICES PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE REGULATED WETLANDS MUST BE-MAINTAINED ON SITE AT ALL TIMES. MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1., FLORIDA 6. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE ADMINISTRATIVE CODE, FROM THE CONSTRUCTION SITE BY TAKING 6. THE CONTRACTOR SHALL MINIMIZE CLEARING.TO THE MAXIMUM EXTENT ADEQUATE MEASURES TO STABILIZE AFFECTED AREAS. c WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC 1. PETROLEUM PRODUCTS - ALL ONSITE VEHICLES WILL BE.MONITORED FOR PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. N AND: RECEIVE REGULAR PREVENTIVE MPRODUCTS MAINTENANCE TO REDUCE I THE 24. FUEL AND OTHER PORTED PRODUCT SPILLS SHALL BE CONTAINED, CHANCE OF LEAKAGE. PETROLEUM:PRODUCTS WILL BE STORED IN TIGHTLY 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND CLEANED UP AND REPORTED IMMEDIATELY. i SEALED CONTAINERS THAT ARE CLEARLY LABELED. ANY ASPHALT STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 7. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD SUBSTANCES USED.ONSTE WILL BE APPLIED ACCORDING TO THE MAINTENANCE:AND TABLE FA AREA, EMPLOYEE PARKING AREA, AND AREA PAVING,GRADING&DRAINAGE NOTES: CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE , MANUFACTURER'S RECOMMENDATIONS. FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS FACILITIES. 1. ALL PAVNG, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN DEMAND. 2. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR 0 NOT IN USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM 8. ALL WASH WATER (CONCRETE TRUCKS VEHICLE CLEANING. EQUIPMENT i COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OF FOOT 8. SILT FENCES SHALL BE REPAIRED.TO THEIR ORIGINAL CONDITION IF SEWER; POND SYSTEM, OR RECEMNG WATER BUT WILL,BE PROPERLY CLEANING. C.i 99 ETC.) SHALL DETAINED AND PROPERLY TREATED OR SPECIFICATIONS AND STANDARDS DS (LATEST EDITION IF NOT COVERED BY c'3 DAMAGED. THE SILT SCREEN SHALL BE INSPECTED IMMEDIATELY AFTER EACH ( E ) DISPOSED R OFUL TIONS.ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND DISPOSED. � � z RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. WHERE LOCAI. OR COUNTY REGULATIONS. DEFICIENCIES EXIST, ADDITIONAL SILT FENCES SHALL BE INSTALLED OR LOCAL REGULATIONS. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION 2. ALL UNPAVED AREAS UNLESS OTHERWISE INDICATED IN PLANS DISTURBED W REPLACED. SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF SPILL PREVENTION AND CLEANUP BOOMS SHALL BE MAINTAINED ON SITE OR-READILY AVAILABLE TO CONTAIN BY CONSTRUCTION SHALL BE REGRADED AND SODDED. r U ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1/3 THE AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL IN ADDITION TO THE MATERIALS MANAGEMENT PRACTICES DISCUSSED IN THE 3. TRAFFIC CONTROL ON ALL FOOT, LOCAL AND COUNTY RIGHTS-OF-WAY DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT PREVIOUS SECTIONS OF- THIS PUN, THE FOLLOWING PRACTICES WILL BE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC SCREEN SHALL BE:DRESSED TO CONFORM TO THE FINISHED GRADE. FOLLOWED FOR SPILL PREVENTION AND CLEANUP: THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC CONTROL DEVICES (LASS. DOT/FHA) AND THE REQUIREMENTS OF THE STATE LIQUIDS-FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. Z A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THAT 0 1. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CONTRACT DOCUMENTS AND THE:JURISDICTIONAL AGENCY REQUIREMENTS THESE INSPECTION REPORTS WILL BE KEPT AS A PART OF THE STORMWATER CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE 11. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL BE ARE NOT IN AGREEMENT. THE MOST STRINGENT SHALL GOVERN. POLLUTION PREVENTION PLAN FOR AT LEAST THREE (3). YEARS FROM THE PROCEDURES AND THE LOCATIONS OF THE INFORMATION AND CLEANUP DEPOSITED.INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED DATE THE SITE IS FINALLY STABILIZED. A COPY OF THE INSPECTION SUPPLIES. FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED REPORT FORM IS PROVIDED WATER DISCHARGE INTO DRAINAGE DITCHES.OR WATERS OF THE STATE. AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT INVENTORY OF BUILDING MATERIALS EXPECTED TO BE PRESENT ONSITE IN THE MATERIAL STORAGE AREA THAT IS ONSITE. EQUIPMENT AND 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE RAINFALL UNTIL VEGETATION IS WELL ESTABLISHED OR ADEQUATE MATERIALS WILL INCLUDE BROOMS, DUST PANS, GLOVES AND PLASTIC AND PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. STABILIZATION OCCURS. Z 1. MATERIALS PRESENT ONSITE DURING CONSTRUCTION WILL INCLUDE THOSE METAL TRASH CONTAINERS. ETC. SPECIFICALLY FOR THIS PURPOSE. 1 C NORMALLY ASSOCIATED WITH THIS TYPE OF CONSTRUCTION: 13. STABILIZATION PRATK:ES SHOULD INITIATED AS SOON AS PRACTICAL, 5. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN G oACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE I I 3. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. BUT IN NO CASE MORE THAN 3 DAYS WHERE CONSTRUCTION HAS DRAWINGS. i m CONCRETE. STEEL REINFORCING BARS AND RELATED MATERIALS, LUMBER, TEMPORARILY CEASED. o PAINTS, PETROLEUM BASED PRODUCTS. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL 6. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION THE.CONTRACTOR SHALL SAW CUT:A MINIMUM 2" DEEP FOR.A SMOOTH MATERIAL MANAGEMENT (POLLUTION.PREVENTION) PRACTICES CONTACT WITH A HAZARDOUS SUBSTANCE. ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE 'o MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER:A AND DEPTH.OF MATERIAL AS EXISTING OR AS INDICATED. THE FOLLOWING MATERIAL MANAGEMENT PRACTICES WILL BE USED TO REDUCE 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE.REPORTED TO THE PUBLIC ROAD.IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS 7, IF NEW PAVEMENT MEETS THE EXISTING PAVEMENT. THE.CONTRACTOR SHALL J SUBSTANCES TO STORMWATER RUNOFF: SIZE. CARRIED OFF THE SIGHT.SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH GENERAL PRACTICES 6. THE SPILL PREVENTION PLANS WILL BE ADJUSTED TO INCLUDE MEASURES TO 15. ALL MATERIALS SPILLED. DROPPED, WASHED, OR TRACKED: FROM VEHICLES THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. Q. PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON THE FOLLOWING GENERAL PRACTICES WILL BE FOLLOWED ONSITE DURING THE THIS TYPE OF SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE AS POSSIBLE. 8. SOD. WHERE CALLED FOR IN THE PLANS, MUST BE INSTALLED AND CONSTRUCTION PROJECT: SPILL, ITS CAUSE, AND:THE CLEANUP MEASURES WILL ALSO BE INCLUDED. MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT iN GRADING, AND AT ANY OTHER TIME:AS NECESSARY, TO PREVENT EROSION, 1. SUFFICIENT PRECAUTIONS SHOULD BE TAKEN TO PREVENT POLLUTION OF 7. THE CONTRACTOR SHALL REPORT ANY SPILL TO THE WRF LEAD OPERATOR, THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN SEDIMENTATION OR TURBID DISCHARGES. v WATER BODIES DIRECTLY OR INDIRECTLY WITH FUELS, OILS, BITUMENS, UTILITIES ENGINEERING, PUBLIC UTILITIES AND FOEP (IF APPLICABLE). THE STORM SEWER ORW40E SYSTEMS IN CONJUNCTION WITH THE c CALCIUM CHLORIDE, OR_OTHER HARMFUL MATERIALS STABILIZATION OF THE SITE. -BCERTIFICATION Off COMPLIANCE WITH FEDERAL, STATE 9. THE CONTRACTOR MUST REVIEW AND RETAIN.A COPY OF t ,B N 2. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED AND LOCAL REGULATIONS 17. ON-SITE AND OFF: SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE ENVIRONMENTALTHCONSTRUCTION RESOURCE PERMIT AND MODIFICA C AT THE. SITE. THE COMPLETE /. FOR THIS PROJECT. PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION LEMENTATION FOR REVIEW UPON REQUEST BY WATER WMAG THE ONSITE PRACTICES SHALL COMPLY WITH THIS STORMWATER POLLUTION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA REPRESENTATIVES. .• �,CENs+•'• r 3. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY PREVENTION PLAN AS WELL AS REFLECT THE REQUIREMENTS OF THE: LOCATIONS SHALL BE.NOTED ON THE EROSION CONTROL PLAN AND �• O••• MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. C� ROOF OR OTHER ENCLOSURE. 10. THE CONTRACTOR R SHALL ENSURE THAT PLJ1dTING 0TH 0 1. FDEP'S NPDES GENERIC PERMIT FOR CONSTRUCTION ACTMTIES, PLANTING AREAS ARE NOT COMPACTED AND Z E 18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE 62-621.300(4), FMC.) MATERIALS. THE CONTRACTOR SHALL ALSO VA AND ALL 4. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. MANUFACTURER'S LABEL 2. ALL STATE REQUIREMENTS OF STORMWATER MANAGEMENT SYSTEMS UNDER UNDESIRABLE MATERIAL FROM ALL AREAS THjITE BE"PLANTED o CHAPTERS 40D-4, 4OD-40 AND 400-400 OF THE FLORIDA ADMINISTRATIVE AND PROPERLY DISPOSED OF IN A LEGAL . 'J/47' 19. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE:PROJECT, '• E QF • CODE. AS ADMINISTERED BY THE SOUTHWEST FLORIDA WATER MANAGEMENT • • N 5. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS DISTRICT IN ADDITION 33 CFR ADMINISTERED BY THE ARMY CORP OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION 11. THE CONTRACTOR SHALL INSTALL ALL UN •SS ,III�LETi� W ,Q` RECOMMENDED BY THE MANUFACTURER. ENGINEERS. CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. PER MANUFACTURER'S RECOMMENDATIONS. �► '•., K �Jt'. �Y .°^ ...Soso• \A .. cwrlt ALLEN y� �' CITY OF ZEPHYRHILLS EROSION AND SEDIMENT CONTROL t4�tt t Ig 2611 L 2017 _____________________ _______ I AIRPORT UFT STATION.AND FORCE MAIN QMUNDS PAs couNT�r,FLORIDANOTES NIQX I� IM DIVE 8t 060 0 M CLARK rNMEWMDOtwo.GAt*SVLLE.EU)WAMBIi/05213n-sut Cm .E 2 PLOTTED: 1/8/2018 11:13 AM JON ALLEN F F POST POSITION WHEN JOINING TWO SECTIONS OF OPTIONAL PRINCIPLE • POST POSITIONS (CANTED 20' TOWARD FLOW) BE BUTTED TOGETHER AT POS SILT FENCE, THE iWO ENDS T 20 ENOS. THE POST ENDS THEN POSTS (OPTIONS: 2 X ( ROTATED 180' AND SET: WOOD OR 2r" MIN DIA F' STEEL 1.33 LBS/FT MIN) 6' MAX FILTER FABRIC(IN CONFORMANCE WITH SEC 985 FOOT SPEC UNLESS FILTER FABRIC OTHERWISE NOTED] E s�LT FLOW ' ® ExlsTttrc GRADE P SECTION ELEVATION PROPER PLACEMENT OF A TYPICAL SILT FENCE DETAIL SILT FENCE I N DRAINAGE WAY DETAIL NT HIS V i . U Z 1. SET THE STAKES. 2. EXCAVATE A 4' X 8" TRENCH UPSLOPE ALONG SLOTTED PVC CONNECTOR PIPE THE LINE OF STAKES. l8oz NYLON (METAL COLLAR REINFORCED) REINFORCEMENT PVC CLOSED CELL SOLID 5/1B VINYL SHEATHED LAW STEEL CABLE.(9800 CLOSED CELL SOLID PLASTIC FOAM FABRIC LACING PLASTIC FOAM FLOTATION LOS BREAKING STRENGTH) WITH GALVANIZED FLOTATION (C DIA EQUIVALENT) (17 • TEST) WITH (C DIA EQUIV) (12 LBS CONNECTORS (TOOL FREE DISCONNECT) GROMMETS PER FT BUOYANCY) LOS PER FT BUOYANCY) C r f r f—�_ r fJ- 51W POLYPRO ROPE (600 18oz NYLON REINFORCEMENT m f r` c LB BREAKING STRENGTH) PVC FABRIC (300 PSI TEST) STRESS LLc 1 PLI1TE 1/$ GALVANIZED 3. STAPLE SILT FENCE TO STAKES AND EXTEND o CHAIN c 5/1 N GALVANIZED IT INTO THE TRENCH. �IBACKFILL AND COMPACT THE EXCAVATED L TYPE Dl =5' STD (SINGLE PANEL FOR DEPTHS 5' OR LESS) TYPE.Z 02 =5' STD (ADDITIONAL PANEL FOR DEPTHS 5') CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE A U ffl E CURTMNS ���� SPUSECIFICALLYY CALL D FOR L FOR IN THE PLANS OR AS GREATER THAN 10 FEET NDETERMINED BYLESS SPECIAL DTHE ENGINEER NIT B f T r f r NOTICE: COMPONENTS OF TYPES 1 AND 2 MAY BE SIMILAR OR IDENTICAL TO... O ......./ () B o r r PROPRIETARY DESIGNS. ANY INFRINGEMENT.ON THE PROPRIETARY RIGHTS OF •••,• ••••. f THE DESIGNER SHALL BE THE SOLE RESPON5180.1TY OF THE USER: ��••• -ID %C'E •••�'�/ J _ SUBSTITUTIONS FOR TYPES 1 AND 2 SHALL BE AS APPROVED BY THE I • • r *�ENGINEER. No.g$ SF p' Z _ �2� SILT FENCE CONSTRUCTION DETAIL HIS TYPICAL FLOATING TURBIDITY BARRIER DETAIL '••, TF OP •,. tt ( NALE14 omNq� u RQSARtO 1�111ES/''�"''� CITY OF ZEPHYRFNLLS 1 20-018-0� DEC zo1� N33 N J ALLEN AIRPORT LIT STATION AN©FORCE MAIN POLLUTION PREVENTION , EDMUNDS PAM COUNTY FLOWA sTORMw�T TAas T 3w UR oAit N CHMM M CLARK > NEWALOO M trvlEAllttr,en33a�33641/pszl9n-s3zi , PLOTTED: 1/8/2018 11:13 AM JON ALLEN I STORMWATER POLLUTION PREVENTION PLAN F POLLUTION.PREVENTION PLAN CERTIFICATION THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL I CERTIFY UNDER PENALTY OF LAW.THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT.QUALIFIED PERSONNEL SITE DESCRIPTION AND GENERAL INFORMATION PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE PROJECT NAME AND LQCATI R INFORMATION, THE INFORMATION SUBMITTED IS. TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE. ACCURATE, CITY OF ZEPHYRHILLS AIRPORT LIFT STATION AND FORCE MAIN. AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, THIS TATIO STORMWATER POLLUTION PREVENTION PLAN INCLUDES.SITE IMPROVEMENTS AT LIFT STATION 68, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. FT LI STATION 69, AND FORCE MAIN CONSTRUCTION. THE WORK IS LOCATED IN ZEPHYRHILLS. FL. LIFT STATION 68 IS LOCATED AT THE.SOUTHEAST QUADRANT OF:THE INTERSECTION OF 6TH AVENUE AND G(iY OF ZEPHYRHILLS SOUTH AVENUE. LIFT STATION 69 IS ON THE SOUTH SIDE OF CR 54, APPROXIMATELY 0.4 MILES EAST 39825 ALSTON AVENUE OF THE INTERSECTION WITH CR 535. ZEPHYRHILLS, FL 33542 E OWNER NAME AND ADDRESS SIGNED: PRINT NAME E CITY OF ZEPHYRHILLS 39825 ALSTON AVENUE BATE' ZEPHYRHILLS, FL 33542 PROJECT DESCRIPTION THE PROJECT CONSISTS OF CONSTRUCTION OF FORCE MAIN AND LIFT STATION FACILITIES THAT WILL N DISCHARGE TO THE CITY OF ZEPHYRH ILIS WASTEWATER TREATEMENT FACILITY. CONTRACTORS CERTIFICATION aio THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN. THE SWPPP, THE CONTRACTOR(S) ES QU€NCE OF _d_R ACTIVITIES OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: 04 THE ORDER OF MAJOR ACTIVITIES WILL BE AS FOLLOWS: "1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL 1, INSTALL SILT FENCE AS SHOWN ON PLANS. CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THERE UNDER." 2. STABILIZE CLEARED AREAS WITHIN 48 HOURS OF LAST DISTURBANCE. 3. COMPLETE GRADING AND INSTALL PERMANENT SODDING. 4. WHEN ALL CONSTRUCTION IS COMPLETE, STABILIZE (E.G. SOD, SEED/MULCH, ETC) ANY REMAINING SIGNATURE/DATE: D DISTURBED AREAS. NAME: SUFFICIENT PRECAUTIONS SHALL BE TAKEN TO PREVENT POLLUTION OF STREAMS. CANALS. LAKES, COMPANY NAME; RESERVOIRS, WETLANDS, AND OTHER WATER IMPOUNDMENTS. ALSO. OPERATIONS SHALL BE CONDUCTED ADDRESS: AND SCHEDULED SO A5 TO AVOID POLLUTION OR SILTATION OF STREAMS. WATER BODIES. ETC: = rz TELEPHONE.NO: c RESPONSIBILITY z STORM WATER POLLUTION PREVENTION PLAN F INSPECTION AND MAINTENANCE REPORT FORM 9 (Inspections must occur at least once a week and within 24 haws of the end of a storm event that Is 0.50 Inches or greater) FDEP NPOES Stormweterldentflcallon Number.FLR1O 8 Location Rain Data Type of Control Date InsWledl Current Condition Corrective Aetionl0ther Remarks rr see Modified (see below) of Li w G=Good M*e'gtnaI,needs maintenance or replacement soon P=Poor,needs immediate maintenance or replacement C=Nseds to be cleaned O=Other Control 1w.Codes: 1.Silt Fence 10. Storm drain Inlet protection 19. Reinforced soil retaining 28.Tree protection 2. Earth dikes 11.VegetatIve buffer 20. Gan on 29.Detedlon pond 3. Structural Diversion. 17 Vegetative preservation area 21. Sediment basin 30, Retention pond 4.-SWde 13.-.Retention . T sees dbod 31. Westecitspceakbwsekeeping 4. 6..Sediment Trap 14.Construction entrance stabilzation' 23. Permanentseedfsod 32. Oem o 6.Check dam 15. Periaer dtch 24. M lch 33.Sandbagems. 7.Siibstiface.drsin 16. Curb and gutter 25. Her balms: 34. Other 8.Pige slop,drain 17. Paved road sutaa..: 28. Geolextte .: 8.Lewis readers 18. Rock outlet protection 27. Inspector Irdormatlon: 6� $ Name - .. Qualification Date ` J•.�,.��CEAf�•�•�•7�i The above signs ure also shat certify that this faettyr.is In compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for •1/ : Stomiwater Discharge:from Large and Small Construction Activiles O Own are not any incidents of non-canplience Identified above. • No.68327 •:O 9 certify under of law that this document and all attnchmants were pare p.naMypared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered end evaluated the kdonnelon submitted.Based on my Inquiry of the person or persons who manage.the system, * a or those persons directly responsible for gathering the information,the information submitted is to the best of my knowledge and belief,true,accurate,and �p . • R complete. tam aware that there am significant penalties for submitting Was information,incki g the possibility of fine end Imprisonment for knowing violations:- , •,••�7'ATE OF .�.: m. � �` •.,,RID,. oweei J ALLEN ` CITY OF ZEPHYRHILLS STORMWATER POLLUTION PREVENTION ;' 2611 - 1 DEC 2017 a o EDMUND AIRPORT LIFT STATION AND FORCE MAIN PLAN CERTIFICATION � '•.`� N Em, WE IIElnsgas tfr detxm M CLARK 30WwKoononewe�raitrrauwUPPI1tnnm-seen PASCOCOUNTY,FL DA i T 6837 0 1 _ __._ _'. _ .�.r.e. .m�.x*�cv.-,.b.....,�,.�.,.w.m....,--�.'u.s-�,- aw�r...,......z::-m..:»..��ns;�3�..c...z:�.sw,....,.t..,;:,,n...z:;..�.. .».w,..cr-+'..�m.-G..aF.,u.� .^.�e'a=a�. '..a�...aa ',.u.-a,..`c'k`a.+w`�' '.k`= `�" ,F,. r - ...,.....,,..i.'m.s"-.ws s.v.w...�..c..��.xa...r�...,r...n..•..�r�. ... PLOTTED: 1/8/2018 11:13 AM JON ALLEN STORMWATER POLLUTION PREVENTION NOTES F. itF GENERAL STABILIZATION PRACTICES 1. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF 13. TEMPORARY STABILIZATION - SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITHIN 7 DAYS SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THESE AREAS SHALL BE STABILIZED WITH POSITIVE DRAINAGE FLOWS. TEMPORARY SEED AND MULCH. THE SURFACE AREAS OF UNPROTECTED.ERODIBLE EARTH EXPOSED BY CLEARING AND GRUBBING, EXCAVATION OR FILLING OPERATIONS SHALL BE KEPT TO A MINIMUM AS 2. IF.DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE PRACTICAL. CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE ENGINEER PRIOR TO ANY EXCAVATION. 14. PERMANENT STABILIZATION - ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION MTIES E 3. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED, IN SOME CASES HAVE PERMANENTLY CEASED WILL BE STABILIZED:BY SOO OR SEED AND MULCH IN ACCORDANCE WITH E TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS THE LANDSCAPING PLANS AND/OR CONSTRUCTION PLANS. DIRECTED BY THE OWNER. STRUCTURAL PRACTICES 4. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FOOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS.AND THE 15. STAKED SILT SCREENS -- WILL BE INSTALLED ACCORDING TO THE PLANS TO PROTECT OFFSITE AREAS JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. FROM ANY POSSIBLE ADVERSE EFFECTS FROM SEDIMENTS. SEDIMENT WILL BE REMOVED FROM THE 5. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS UPSTREAM 510E OF ANY.SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1/3 THE HEIGHT OF SHALL THEN BE SODDED AS SPECIFIED IN THE PLANS, FERTILIZED, AND MAINTAINED UNTIL.HARDY GRASS THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL DISTURBANCE CREATED DURING THE INSTALLATION N .. AND REMOVAL OF SILT SCREEN SHALL BE DRESSED TO CONFORM TO.THE FINISHED GRADE. THE SILT c� GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO:FINAL SCREEN SHALL BE INSPECTED ALONG WITH THE REST OF THE PROJECT ONCE EVERY SEVEN DAYS OR ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE WITHIN 24 HOURS OF A RAINFALL EVENT EXCEEDING 0.5". WHERE DEFICIENCIES EXIST, ADDITIONAL SILT g OWNER. ALL EARTHEN AREAS WILL BE SODDED AND MULCHED AS SHOWN ON THE PLANS. FENCES SHALL BE INSTALLED OR REPLACED. ATTACHMENT OF SILT SCREEN TO EXISTING TREES WILL NOT BE PERMITTED UNLESS APPROVED BY THE PROJECT ENGINEER. 6. ALL CUT OR FILL SLOPES SHALL.BE 4 (HORIZONTAL): 1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. NOTE:, THE FOLLOWING CONTROLS CONCERN DAY-TO-DAY ACTIVITIES ON THE SITE. THE SITE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING SUPERINTENDENT IS RESPONSIBLE FOR SEEING THAT THEY ARE :CARRIED OUT APPROPRIATELY: { IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR.OTHER SUITABLE METHODS WASTE DISPOSAL OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL. GOVERNING REGULATIONS PERTAINING TO D ENVIRONMENTAL PROTECTION. 16. WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN METAL DUMPSTERS AND THEN HAULED TO AN APPROVED DISPOSAL SITE. THE DUMPSTERS WILL MEET ALL COUNTY AND STATE 8. THE CONTRACTOR SHALL TAKE ALL.REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF BE DEPOSITED IN THE DUMPSTER. NO CONSTRUCTION WASTE WILL BE BURIED ON THE SITE. ALL TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED PERSONNEL WILL BE INSTRUCTED IN THE CORRECT.PROCEDURE FOR WASTE DISPOSAL. EMPLOYEE WASTE WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL AND OTHER LOOSE MATERIALS, E.G., CUPS, CANS, BAGS, ETC., WILL BE COLLECTED SO AS TO PREVENT CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE THE RELEASE OF "FLOATABLES".DURING RUNOFF EVENTS. o CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES STATE WATER QUALITY STANDARDS. 17. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL.BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS, OR BY THE MANUFACTURER. EROSION AND SEDIMENT TRANSPORT PREVENTION 0 18. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS IN A TIMELY 9. THE WORK SPECIFIED IN THIS SECTION CONSISTS OF MEASURES REQUIRED TO CONTROL EROSION AND MANNER MEETING All LOCAL.AND STATE REGULATIONS. TRANSPORT OF SEDIMENTS WITHIN AND FROM THE PROJECT AREA, SO AS TO PREVENT THE DEGRADATION OF RECEIVING WATERS. DETRIMENTAL EFFECTS ON PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE OFFSITE VEHICLE TRACKING PROJECT AND DAMAGE WITHIN THE PROJECT AREA THESE MEASURES WILL INCLUDE THE CONSTRUCTION AND MAINTENANCE OF TEMPORARY AND PERMANENT EROSION CONTROLS. 19. MONITORING OF OFFSITE TRACKING OF SEDIMENTS AT THE ENTRANCES IS ESSENTIAL WHERE SILT FENCE WALL NOT BE PLACED TO ENABLE ACCESS TO THE SITE. IF IT APPEARS THAT SIGNIFICANT AMOUNTS OF a C 10, CONSTRUCTION OPERATIONS SHALL BE RESTRICTED TO THOSE AREAS WHERE IT IS NECESSARY TO SEDIMENT ARE BEING TRACKED OFF THE SITE, GRAVEL ENTRANCES OR OTHER EQUIVALENT MEASURES ARE C PERFORM FILLING OR EXCAVATION TO ACCOMPLISH THE WORK SHOWN ON THE DRAWINGS AND TO THOSE RECOMMENDED TO HELP DISLODGE THE SOIL, SEDIMENT AND DIRT BEFORE THE VEHICLES LEAVE THE SITE. AREAS WHICH MUST BE ENTERED TO CONSTRUCT TEMPORARY OR PERMANENT STRUCTURES. AS SOON AS THE CONDITIONS WILL PERMIT, RIVERS, STREAMS, IMPOUNDMENT,STORMWATER STORAGE AND CONVEYANCE TIMING OF CONTROL MEASURES alo SYSTEMS AND ANY ONSTTE RECEMNG WATER BODIES SHALL BE PROMPTLY CLEARED OF ALL OBSTRUCTIONS PLACED THEREIN OR CAUSED BY CONSTRUCTION OPERATIONS. RUNOFF FROM 20. AREAS WHERE THE GROUND HAS BEEN DISTURBED AND CONSTRUCTION ACTIVITIES TEMPORARILY WILL UNSTABILIZED AREAS SHALL BE DIRECTED TO EITHER THE OFFSITE POND OR TREATED THROUGH SILT CEASE FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 FENCES BEFORE DISCHARGING FROM THE PROPERTY. DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA WHERE.THE GROUND HAS BEEN DISTURBED, THAT AREA WILL BE STABILIZED WITH SOD OR OTHER a EROSION PRACTICES SUITABLE STABILIZATION MATERIALS.. AFTER THE SITE IS STABILIZED.ALL EXCESS SEDIMENTS AND DEBRIS 11. PERMANENT EROSION CONTROL FEATURES SHALL BE INCORPORATED INTO THE PROJECT AT THE EARLIEST WILL BE REMOVED FROM THE PONDS AND STORMWATER CONVEYANCE SYSTEM/STRUCTURES RECEMNG DIRECT RUNOFF FROM THE AREA. PRACTICAL TIME. TEMPORARY CONTROL FEATURES WILL BE USED TO CORRECT CONDITIONS THAT DEVELOP = DURING CONSTRUCTION WHICH WERE NOT FORESEEN AT THE TIME OF DESIGN TO CONTROL EROSION PRIOR TO THE TIME R IS PRACTICAL TO CONSTRUCT PERMANENT CONTROL FEATURES. N-.. 12. TEMPORARY EROSION CONTROL MAY BE USED.IN CONTROLLING EROSION IN AREAS WHERE CONDITIONS NOT UNDER THE CONTROL OF THE CONTRACTOR, PRECLUDE COMPLETION OF A SECTION OF A PROJECT IN A CONTINUOUS MANNER, AND FOR CONTROLLING EROSION IN AREAS WHERE CONSTRUCTION OPERATIONS MUST BE PERFORMED SUBSEQUENTLY THAT WILL CAUSE DAMAGE TO PERMANENT EROSION CONTROL o FEATURES. TEMPORARY EROSION AND WATER POLLUTION CONTROL FEATURES SHALL CONSIST OF. BUT ��t� n B .-: NOT BE LIMITED TO, GRASS. TEMPORARY MULCHING, SANDBAGGING, SEDIMENT BASINS, SEDIMENT 1` T �T io CHECKS/EARTH DITCH CHECKS, BERMS, FLOATING TURBIDITY BARRIERS, HAY BALES AND SILT FENCE. Ja•"•,..,,..��"QS ' 0.6 8327 • i•• `STAj' 3_______________ _____ __ JH • • o u Al E> CITY OF ZEPHYRHILLS STORMWATER POLLUTION f REV€NTION a Q•, 26110-018-01 DEC 2017 a J EDMUND AIRPORT LFT STATION AND FORCE MAIN ;�, L,nL wE Kola NK IalEcl o M CLARK �o wpm r +,Taman-sru, PAM COUNTY,FLORIDA PLAN NOTE$ T C7 PLOTTED: 1/8/2018 11:12 AM JON ALLEN F FENCE POST TAUT REINFORCING WIRES (AT DOME.CONCRETE LEAST 9 GAUGE) WOVEN FOR DRAINAGE 1 1./2" ABOVE FINISHED GRADE THROUGH FABRIC AT TOP OF 12 GAUGE BARBED WIRE SPACED , FENCE A NO MORE THAN G' APART LE NGTH STABBLuss I: TOP RAIL 1 CONCRETE ENCASEMENT INSIDE AREA OUTSIDE AREA ROD (TYP) V,I UNDISTURBED SOIL E E e 't XY CHAIN UNK FENCE AS SPECIFIED PER ih PLAN. OTHERWISE TYPE A. W/ 19 GAUGE GALVANIZED STEEL WIRE 1 I FABRIC AND SQUARE MESH OPENINGS 3--+ TENSION BAND NO LARGER THAN 2 INCHES j $ CENTER RAIL b ig BOTTOM TENSION WIRE SINGLE POST FOOTING DETAIL(T SECTION A-A ./ >S P-. GRADE STABILIZED SURFACE -�2" MAX) I _ .. ACHAIN.LINK FENCE AS SPECIFIED PER PLAN. OTHERWISE TYPE A, '-0' OC (TYP) 1a W/ /9 GAUGE GALVANIZED STEEL WIRE FABRIC M 5 MAX DISTANCE BETWEEN GATE AND PLUNGER BAR AND SQUARE MESH OPENINGS NO LARGER GATE POSTS IN THE CLOSED POSITION THAN 2 INCHES POST (1YP) �I t` li O CORNER POST SINGLE POST FOOTING C26 SEE DETAIL (TYP)!!' ASSEMBLY (TYP) `i tz CHAINLINK FENCE DETAIL,'11 a NTS , c c C GATE TE STOP '° ADJUSTABLE LENGTH _ SEE NOTE 3) TRUSS ROD (TYP) 1. ALL GATES SHALL BE PROVIDED WITH A w GRRASDE PAD-LOCKABLE MECHANISM. 4 _ J FENCE FABRIC FOR i 2. "L' = GATE WIDTH. y GATE OPENING MAN-GATE OR 3-1/2' MINIMUM CLEARANCE 1 �' OPPOSING GATE FOR //� 11lCONCRETEM AND 5 MAX DISTANCE BETWEEN �\�� "ft 3. GATE.STOP SHALL BE 1" b INGE STRAP (TYP) DOUBLE SWING GATE ., ♦ CENiER5T� BOTTOM OF GATE AND PAVEMENT B • DIAMETER GALVANIZED 3"0 GATE DISTANCE AS SHOWN IN PLANS`, ,.ROs STEEL DRIVEN 3' INTO THE pO ) ! GALV FENCE FABRIC GROUND AND PROTRUDING PIPE (1w) 2 GATES 0 "L EACH ("L" GATE WIDTH) • r 1E •''•••• '''� ABOVE FINISHED GRADE • N •• • (TYP OF EACH GATE). HINGE (TYP) GATE POST. (TYP) N0.68$27 �.. TE LATCH 26 SEE TDEAIL (TYP) o u (TYP) # GATE DETAIL DOUBLE SWING � 3 srATE of _ GATE DETAIL 4 0 ., .,. NNTS om m U ROSARIO '(�� W ccr � owrM J CITY OF ZEPHY HIB °" r 26110-019-01 DEC 2017 &L a EN E� NQ AIRPORT LIFT STATION AND FORCE MAIN CIVIL DETAILS PASCO COUNTY,FLORIDA 4 T, Lm DAN flEVAS1016 er a+Edcm M CLARK siarrcv�unoxwac#revl►waauoA> iiasaan-sui C26 P.' PLOTTED: 1/8/2018 11:12 AM JON ALLEN UNITS OF PAVEMENT F RESTORATION F TRENCH TOP WIDTH 3" THICKNESS (MtN) WITH ICKNES AVM I SAW-CUT:EXISTING LIMITS OF CONCRETE . PAVEMENT (TYP) DRIVE RESTORATION _ TRENCH EXISTING PAVEMENT-�l� UNDISTURBED EARTH 1T TOP WIDTH t2• ., SAW CUT EXISTING 3,000 PSI CONCRETE i CONCRETE (TYP) MATCH EXISTING THICKNESS (5 MIN) COMPACT UPPER 12" TO: NEW LIMEROCK BASE 16' MIN MIN 987E MODIFIED PROCTOR . .. .. NOTE 2) DRY DENSITY. ASTM D-1557 E SEE TYPICAL PIPE TRENCH DETAIL FOR UNDISTURBED EARTH F s<r PIPE COVER DEPTH AND BACKFILL ti.": DRILL tic. DOWEL EXISTING CONCRETE W/ E REQUIREMENTS COMPACT UPPER 12" TO /4 BARS Q 2' OC AROUND PERIMETER g' MIN 9871 MODIFIED PROCTOR '` ` MIN FROM CORNER. DOWEL EMBEDMENT DRY DENSITY. ASTM D-1557 DEPTH SHALL BE 6 INCHES (MIN) NOTES: SEE TYPICAL PIPE TRENCH DETAIL FOR 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO COUNTY ROADS, DRIVEWAYS. NOTES. PIPE COVER DEPTH AND BACKFIU. PRIVATE ROADS. DRIVES. MISCELLANEOUS PATCHES. AND SIMILAR RESTORATION. 1. DRILL AND DOWEL 1 LOCATION EACH SIDE REQUIREMENTS 2. NEW LIMESTONE TO BE COMPACTED TO NOT LESS THAN 98% OF MAXIMUM DENSITY. FOR CURB REPAIR. 0 2. MATCH EXISTING GRADE AND FINISH. TYPICAL ASPHALT PAVEMENT RESTORATION DETAIL ( TYPICAL CONCRETE DETAIL X21 NTS NTS 2 O LIMITS OF UMEROCK RESTORATION a TRENCFI TOP WIDTH 12' Y TYPE SP-12.5 ASPHALT II EXISTING LIMEROCK OR DIRT i -.Y. . + + + t + + + I w + + + + + + LIMEROCK (LOR 100 MIN) UNDISTURBED EARTH + + + + + + i a It THICK (MIN) COMPACTED LIMEROCK TO ! COMPACT UPPER 12" TO 98% OF MAXIMUM DENSITY MIN 98X MODIFIED PROCTOR SEE TYPICAL PIPE TRENCH DETAIL TOR 12" TYPE B STABILIZATION (l.Bi 40 MIN) W DRY DENSITY, ASTM D-1551 PIPE COVER DEPTH AND BACKFILL ______________________ 4i. RO84 N REQUIREMENTS � c TYPICAL LIMEROCK RESTORATION DETAIL TYPICAL ASPHALT PAVEMENT DETAIL/41 O�,.���ENSiO No.68327 ,o:•• STATE OF • W i Sj E A om m U ROSARIO ES CITY �PIIYRIilLLS °F r�T W A oaww J ALLEN 26110-Ot8-ot DEc 2017 EDMUNDS AWNT M STATM A FORM MIAMI CW VIETAU Lm aue aLvmoNs er a+oacm M CIAO( sio�rwno.aw.c�.avxc�.norw�xn�as�o�n-sn, PA8CO COUNIY,FkOR�A P. 7 � � . r T, 7 . PLOTTED: 1/8/2018 11:11 AM JON ALLEN I I , F I SYSCO NORTH CENTRAL i I t X00 FLORIDA, INC. F OHO 07-26-22-0010-04000-0010 9 00 PHYSICAL ADDRESS (N/A) APPROX. RIGHT-OF-WAY LINE PER III cOJ�. PASCOCOUNTYFL.NET GIS 1 DOWNLOADS p O`L 6 ti �eEss— A. 4''HOGWIRE FENCE qQ H 1 I 6F SF ———a7 'F. - ---—— —- i#A10. E E 6TH AVENUE . .EXISTING g' WM 0 GHT-OF ASCOCO S S ALE k S AIL C25 N: 1418.993.46 G NT E LINE i N. 1418995.56 y E:8o6341.03 g I wm 4 TOS riy a hh E 806009.14 wM REDUCED PRESSURE N:. 1419005/1 BACKFLOW PREVENTER & .. - TO E:606358"50 J GRADE SWALE FOR 4 SE HOS B18B 6'CL N: 1418997.46 POSITIVE DRAINAGE. I Cr�' ö 1 0, 0h` AIL `/ 'Y N 141699556 E: 606350.74 TIE INTO EXISTING (o h. x� x7. __' i E 806297.14 N: 1418979.46 SHALE (TYP) E:606345.64 $ ^ .. L: ry' ti ,y ,� REFER TO ELECTRICAL SITE / x h• �`� PLAN El *1441896 N:1416978.88 LS-68 / N: 150632.46 E: 606348.64 D 6 E 806326:14 p �i �fU I CONSTRUCT a GENERATOR PAD: f I SEE M1 �4� h �`�' 6, THK CONC N:14tas60.84 E:806189.11 E:606352.05 LOW POINT IN /i x`0 �° x q N: 1418953.79 i N: 1418968.04 E:606170.38 PAVEMENT FOR b� .p k SLAB ON GRADE. �c cWi DRAINAGE Q 6 x0 fig° SEE ELECTRICAL DRAWINGS �' N: 1418954.79 fp E:606297./4 8 N.1416887.46 '? Q `� s E DET k by .h h-1 '• b ^�y N: 141893058 o E; 608345.64 MATCH EXISTING Z ih ;tb x` , x� x$h E 609207.82 EDGE OF PAVEMENT:. a I '� ` N' b h 6' CHAINUNK FENCE W/ 3 I N: 1418974.79 E. t8928 0. ,tb`'' fi ,ACh' STRAND BARBED WIRE E:606267.14 CONSTRUCT'18' RCP = !' h DRIVEWAY CULVERT a 6 ATTACHMENT (MATCH EXISTING h N 14124.79 a i E: 1806352.50 UN W/ 4:1 MES PER _ xpy gh FENCE APPEARANCE 1 E 506212.39 FOOT STD INDEX 272. �% ILl k t SET INVERTS FOR Z ' y Z . POSITIVE DRAINAGE. � E 14602 so a "CONSTRUCT CULVERT w 9 c' COVER � x x x x x h' VEHICLE TURN-AROUND AREA �. W/ 7 N 1418906.79 c C BELOW AT I i $h, h� x SOD WITH 12" DEEP E 606356.50 C �. CONSTRUCT ROADWAY $ I ASPHALT PAVEMENT 'I STABIUZATION (LBR 40) Q 1 N: 1416912.79 BASE TO CULVERT E 60821239 HAUNCHES TO 5' ON E; NL 20 N:7418912:79 Ei 806287.14 EACH SIDE OF THE N: 1418906.79 w CULVERT \.y ) WHERE EXISTING AND PROPOSED E. 606207.82 1 GRADE IS NOT.SHOWN, I a 2.00 L I TIE INTO CONTRACTOR SHALL DETERMINE 1 EXISTING FENCE GRADES BASED ON EXISTING 1h 1418872.79 (Typ) GRADES AT TIME OF 8 E:806170.39 CONSTRUCTION 8 N: 1418872.79 W i APPROX LOCATION OF DOUBLE SWING GATE . E:606172.39 i N I EXISTING FENCE W 16' OPENING N: 1418883791 o `� E 606189.11 J APPROX LOCATION OF EXISTING EDP GRAPHIC SCALE LE e Y ( SCALE IN FEET I / CAL* IN •� Q No.68327 LS-68 SITE PLAN LS-68 COORDINATE PLAN STATE OF /•Q: J `F _______ __ ______ A o u rsosArao PSSJ89l ND: iwe A DUN J ALIEN C� ZEPHYR�'8L18 LIFT STATION as wE AND COORmATE 26110-ola—o1 DEC 2017 EDMUND A JKW L.FT STATM AND FORCE MAMA L18. 061E B!N8 o1EO69J Al CLARK no1r wA<9oa0e6 c�w1sruc11<ai6aks2ut�asa3n-51v PASO COUNTY FLORIDA P uDEw t: "a C16 7 PLOTTED: 1/8/2018 10:56 AM JON ALIEN F Ikr GRAPHIC SCALE E 0 200 400 800 E SCALE IN FEET Si- iir I __ -w c J m D w _ 40 j O a n ____ r- 11I IV" : N�T. Rp m $ KEY MAP STATE OF A aEsartu u RosARro �TYIEOEOVOMUND C11Y OF�PHYRHILLS "' 26110-018-01 DEC 2017 °'�." soar I r STAnaN FOWE M ' t1R dqE IIE1A9oNS Bt C1wn M CLARK TA N[wa00 FAMO.cUav�u ecpo tu"l f ou/m-ntl PrS ,FLEA 7 G7 • PLOTTED: 1/8/2018 10:56 AM JON ALLEN CML LEGEND MECHANICAL LEGEND F 90 CONTOUR ' - - RIGHT-OF-WAY BOUNDARY PIPING SYMBOLS VALVE SYMBOLS PIPING DESIGNATION F ----------- DOUBLE LIVE PROPERTY BOUNDARY q F —_n n DOUBLE LINE SINGLE LINE CENTERLINE F. �fPLE: -H }— BUTTERFLY 12' — SILT FENCE - -'f- PIPE - -FM-1� DEMO HATCH H - LATERAL UP -N--- CHECK - WELDED PIPE - LATERAL DOWN 1 F,_ PIPE USE - SEE PIPE SCHEDULE oHE—DHE— OVERHEAD ELECTRIC �— GATE PLUG — u6E—UGE— UNDERGROUND ELECTRIC FLANGED JOINT —{)f-- CONCENTRIC REDUCER SEATED SIDE NOMINAL PIPE DIAMETER _uGy UC'.- UNDERGROUND WATER MAIN MECHANICAL JOINT OR / AIR RELEASE AND/OR E -STS----STS- STORM SEWER RESTRAINED PUSH-ON JOINT - --[ f__ ECCENTRIC REDUCER T - VACUUM RELIEF E LIGTV--UGTV- UNDERGROUND CABLE TELEVISION - FLEXIBLE COUPLING ADAPTER ti UNION -UGT-UGT- UNDERGROUND TELEPHONE CAP -GAS-GAS- GAS MAIN EXPANSION JOINT E-- -�-I�}- PIPE SUPPORT SYMBOLS VALVE DESIGNATION —E �seme�e, ----SAN-SAN- GRAVITY SANITARY SEWER `i" � °° tm 10 SANITARY FORCE MAIN ANCHOR FLANGED PIPE SUPPORT '- HUB & SPIGOT JOINT f112 12" SANITARY FORCE MAIN j $© SANITARY SEWER MANHOLES BALL JOINT Ii WYE A 12V902 7U-SHAPED PIPE SUPPORT 1T1VALVE TYPE - SEE SPECIFICATIONS -- -- VALVE DESIGNATOR STORM WATER MANHOLE FLANGED COUPLING ADAPTER j � � W/THRUST TIES TEE NOMINAL-VALVE DIAMETER G %fie SPOT ELEVATION LEGEND NOTE: - - FLEXIBLE COUPLING WITH ■ COORDINATE POINT THRUST TIES EXISTING.UGHT-LIVED AND/OR SCREENED. PROPOSED PIPE AND EQUIPMENT • � BOLLARD '� BLIND FLANGE + CROSS ARE SHOWN IN THE DRAWINGS AS HEAW-LINED. ABOVE.GRADE PIPE AND EQUIPMENT ARE-SHOWN IN DRAWINGS AS SOUP-LINED. L J UTILITY CROSSING BELOW GRADE PIPE AND EQUIPMENT ARE SHOWN IN DRAWINGS AS - �- Q}— ELBOW UP DASHED-LINED. SEE BELOW EXAMPLES: ASPHALT PAVEMENT RESTORATION - OR --I--F•- EXISTING PIPE (ABOVE GRADE) C-1 ELBOW DOWN -E _- - OR ------ NEW PIPE (BELOW GRADE) ASPHALT PAVEMENT ELBOW.'90 DEGREE --I®I-- TEE UP a I. CONCRETE �t�� ' -i ELBOW, 45 DEGREE PIPE SCHEDULE NOTES: GRAVEL - TEE DOWN GENERAL NOTES: 1. COAT BURIED AND SUBMERGED PIPE PER PIPE SPECIFICATIONS. UMEROCK —+X ELBOW. 32.5 DEGREE 2. TEST LINES PER.SECTION 15144 UNLESS NOTED'OTHERWISE. 3. LABEL ALL PIPING PER SECTION 15075. a C ® COMPACTED SOIL / % R STRAINT sv M NOT S: ABANDON IN PLACE (1) RESTRAIN AT FITTINGS AN VALVES. G (2) RESTRAIN ALL JOINTS..FITTINGS. AND VALVES INCLUDING NEW TO EXISTING ado o (3) RESTRAIN IN ACCORDANCE WITH RESTRAINED JOINT SCHEDULE. DEMOLISH AND REMOVE S(A),DISINFECT PIPING.PER SECTION 15141. (B) APPLY ABOVE GRADE:PAINT SYSTEM ONLY TO PIPING EXPOSED TO SUNLIGHT. PIPING UNDER FACILITY CANOPY STRUCTURE SHALL BE CLASSIFIED AS EXPOSED TO SUNLIGHT. PIPE SCHEDULE o PIPE SPECIFICATION MAX FIELD TEST EXPOSED RESTRAINT -i ABBREVIATION FLOW STREAM IDENTIFICATION PIPEIDUCT MATERIAL MATERIAL PIPE LINING OPERATING PRESSURE COLOR CODE SPE SC SYSTEM ABBREV NUMBER PRESSURE (PSIG) NOTES (PSIG) SYSTEM T R m 1 N/A N/A AS SPECWIEO N/A GREEN N/A N/A ;,•• CEJV •••• W FM-1 FORCE AWN POLYVINYL CHLORIDE PVC 15291 N/A •- N/A 150 N/A GREEN N/A (2) �•� S� s, g FM-2 FORCE MAIN HIGH DENSITY POLYETHYLENE HOPE 15155 N/A 50 150 10 GREEN N/A (2) ,•' No.6 t $327 PW-1 POTABLE WATER POLYVINYL CHLORIDE PVC 15250 N/A 85 150 41 BLUE (A) (2) * STATE of Al ENG 28110-018-01 DEC 2017 Deli M U ROSARKI 1>IYMII J ALIEN ONES CITY OF ZEPHYI us CIV�AND MECHANICAL LEGENDS AND ° EDl1�1tlNDS AIRPORT LIFT STATION AND FORCE MAIN LU LIB a > alEa a M CLARIc aye��w+mwo o e,w�o�m.,,omj�-su, PARCO COUNTY,FLORIDA PIPE SCHED ILE oEra T ROSARIO i+oEx III urc PLOTTED: 1/8/2018 10:56 AM JON ALLEN GENERAL. NOTES REFERENCED DATA UTILITY COORDINATION MAINTENANCE OF TRAFFIC CONSTRUCTION OF ROADS, STORM DRAINAGE, AND UTILITIES. SUBMIT TESTING F OF OPEN CUT RESTORATION TO PASCO COUNTY PROJECT MANAGEMENT FOR F 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY DEUEL & ASSOCIATES 13. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT 28. THE CONTRACTOR SHALL REFER TO THE FY2017-18 FLORIDA DEPARTMENT OF ACCEPTANCE. (727-822-4151), A LICENSED PROFESSIONAL LAND SURVEYOR, LEAST 48 HOURS PRIOR.TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING 1TtANSPORTATKN ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR FOOT DATED AUGUST 11, 2017. SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY DESIGN INDEXES AND JULY 2017 "FLORIDA DEPARTMENT OF TRANSPORTATION 44. INSTALL THE SILT FENCE AROUND THE DITCH BLOCKS PER STORMWATER DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER STANDARD SPECIFICATIONS FOR ROAD,AND BRIDGE CONSTRUCTION".AS POLLUTION PREVENTION DETAILS. 2. RIGHT-OF-WAY LINES AND PROPERTY LINES OBTAINED FROM PASCO COUNTY IS 1-800-432-4770 AND THE WEB SITE IS WWW.SUNSHNE811.COM, IN SUPPLEMENTS TO THE INFORMATION AND'DETAILS-PROVIDED IN THESE 45. PROPOSED UTILITY TO STORM STRUCTURE SHALL BE PLACED NO PROPERTY APPRAISER' CIS DATABASE. INSTANCES WHERE.DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD CONSTRUCTION DRAWINGS. PO THAN TWELVE PROXIMITY INCHES. DISRUPTED STRUCTURE BACBFILL SHALL O SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 3. ALL ELEVATIONS ARE REFERENCED TO NGVD 1929. THE HORIZONTAL DATUM IS 29. All REFERENCED FOOT STANDARD INDEX DRAWINGS CAN BE FOUND AT RETURNED IN ONE FOOT LIFTS AND COMPACTED AS TO NOT IMPACT THE BASED UPON NORTH AMERICAN DATUM 83/1990 ADJUSTMENT (NAD83/90), 14. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN WNW.FOOT.GOV/ROADWAYfDS/18/STOS.SHTM. INTEGRITY OF THE STRUCTURE OR THE STRUCTURES INTENT. IF THE INTENT IS FLORIDA WEST ZONE. PUBLIC STREETS, ALLEYS.: RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST TO BE PLACED UNDER DITCH BLOCK, FLOWABLE FILL PER THE PASCO COUNTY OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF ENGINEERING SERVICES DESIGN STANDARD INDEX NO. 103 SHALL BE ADHERED 4. THE SURVEY INFORMATION CONTAINED HEREINWAS OBTAINED FOR DESIGN PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIME' DURING THE DURATION OF TO. PURPOSES AND MAY;NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL . 15. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, THE PROJECT. 46. SOD ALL DISTURBED AREAS TO MATCH EXISTING. E CONDITIONS FOR PROJECT CONSTRUCTION. NO EXCAVATION WAS PERFORMED TO STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTNJTIES. SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE 31. THE CONTRACTOR SHALL MAINTAIN TRAFFIC I N ACCORDANCE WITH FOOT E ENCROACHMENTS, IMPROVEMENTS, STRUCTURES, OR FOUNDATIONS. SATISFACTION OF THE OWNER. 47. NO TRACK TYPE EQUIPMENT WILL BE ALLOWED ON ANY ASPHALTIC OR STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS.THE UNDERGROUND UTILITY LINE LOCATIONS ARE BASED UPON VISIBLE SURFACE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN.ALL NECESSARY TRAFFIC CONCRETE SURFACES. EVIDENCE AND SCHEMATIC INFORMATION PROVIDED.BY UTILITY COMPANIES. 16. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE INVERT, PIPE SIZE & TYPE AND DIRECTION WAS OBTAINED WHERE ACCESSIBLE. OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES STRUCTURES. AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, ;o GENERAL IMPACTED BY HIS WORK. BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 8 5. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE I . ALL PERMITS (FDEP, FOOT, PASCO COUNTY BUILDING DEPARTMENT, ETC) COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES 32. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC OBTAINED FOR THIS PROJECT. REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL CONTROL DEVICES. STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH COST TO THE OWNER. FOOT STANDARD SPECIFICATION SECTION 710. co 6. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED SAFETY PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED:ON PROJECT SPECIFIC THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A EXCAVATION SAFETY'STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY DETERMINATION AND RESOLUTION. THE FLORIDA TRENCH SAFETY ACT. CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED. 34. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE D D CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION 19. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE. FOR CONSTRUCTION SAFETY. OWNER PRIOR TO CONNECTING THE NEW FORCE MAIN TO THE CITY OF ZNATING AND 7. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND RESTORATION SCHEDULINGI EACH CONNECTION WITH THE OI.LS WWIP. NE CONTRACTOR IS WNER-TO ENSURE BLE FOR CTHATITHERE ARE SURVEYOR LICENSED IN THE.STATE OF FLORIDA FOR LAYOUT. PROOF OF MINIMAL INTERRUPTIONS EACHTI TO EACH SYSTEM. LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. .20. ALL PAVING, STABILIZED EARTH. DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, - w LANDSCAPING. CULVERTS. ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND STABILIZING it 8. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE / POWER POLES DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE THE LIMITS OF:CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY SATISFACTION OF THE OWNER. ELECTRIC UTILITY-PROVIDER AND COORDINATE WITH THEM. THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. 21. AU. EXISTING SIGNS AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR REPLACEDL AS REQUIRED DURING- HALBE AND SHALL BE RESTORED: OR 36. THE CONTRACTOR MAY REMOVE AND REPLACE ALL OR A PORTION;:OF EXISTING EXISTING CONDITIONSCONCRETE DITCH BLOCKS WHICH INTERFERE WITH THE CONSTRUCTION OF THE AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE FORCE MAIN. THE DITCH BLOCK SHALL BE RETURNED TO ITS:PRECONSTRCTION 9. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, OWNER. ELEVATION WITHIN 24 HOURS AND TO THE SATISFACTION OF PASCO COUNTY. AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION T ACCESS/MAINTENANCE OF FACILITIES 37. CONTRACTOR SHALL REMOVE TREE(S) WHEN IN DIRECT CONFLICT W/ PROPOSED . AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY.CORRECT. THERE MAY BE OTHER FORCE MAIN, AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL OBTAIN IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA. 22. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES PERMT(S) REQUIRED. a C CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION,THE LOCATIONS, AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. ELEVATIONS, DIMENSIONS, TYPES, AND CONDITIONS OF ALL EXISTING UTILITIES, PASCO COUNTY SPECIFIC(FOR WORK IN PASCO COUNTY C STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PIPING NOTES RIGHT-OF-WAY) DRAWINGS) AFFECTING HIS WORK. 23. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 38, AT ALL TIMES DURING CONSTRUCTION, APPLY PERIMETER CONTROL BMPs TO 10. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND PROTECT THE DISTURBED AREA FROM RU NOFF UNOFF AND TO PREVENT RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES ALIGNMENTS. SEDIMENTATION DAMAGE TO AREAS BELOW ITT RU. (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS. ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S)WILL BE 24. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT 39. MINIMIZE THE AREA EXPOSED OF NATURAL VEGETATION AT ONE TIME AND THE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTI RATION OF EXPOSURE TO ELEVATED EROSION POTENTIAL. MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE 11. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING UNLESS NOTED OTHERWISE. 40. INLETS TO STORM SEWERS SHALL PROTECTED BY SUITABLE:FILTERING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS DEVICES DURING CONSTRUCTION TO KEEP POLLUTANTS FROM ENTERING ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH UTILITY SEPARATION a. CONFLICTS ON THE RECORD DRAWINGS. CONVEYANCE SYSTEMS. J ANYk"SHALL BE PROTECTED M OTHERWISE CENTS, OR H MAR ED KS WITHIN FIT DEMOLITION.PROJECT 25. EACH PROPOSED UTiLITY SHALL BE LAID TO ACHIEVE THE SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE MINIMUM� THE 41, ALL TIMES REQUIRED DURINGEROSION D CONSTRUCTION CONTROLSHALL ADEVICESR MOVED ONLY AFTERS AT 0 12. AREA SSHANY ACHLL ITEMS ARERTY IN CORNERS.DANGER S UNLESS OTHERWISE HAVE BEEN DAMAGED, THE IF TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. STABILIZATION HAS BEEN ESTABUSLED. ANcv s CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND 26. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE 42. NO ILLICIT DISCHARGE SHALL OCCUR AS A RESULT OF ACTIVITY PERFORMED. . m o REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL B OWNER CHOOSES TO SELF' PERFORM THE WORK OR INCURS RELATED EXPENSES, UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 43. CONTRACTOR SHALL PERFORM ALL NESTING REQUIRED. TESTING AND }� N THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED - - - CONSTRUCTION SHALL ADHERE TO.THE.MOST CURRENT VERSION OF THE PASCO 't. RO } WITH THE EFFORT. 27. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A COUNTY ENGINEERING SERVICES DEPARTMENT DESIGN STANDARDS AND PASCO ,.......,S,�,� MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT COUNTY ENGINEERING SERVICES DEPARTMENT TESTING SPECIFICATIONS FOR THE C,EN$F JQ •�� '••yU DETAIL CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER L, THE FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL • BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY ? COMPANIES. No.68327 's STATE OF oIMM U ROSARIO II INirN ,I At1EN ONES CITY OF ZEPHYRHILLS 0 zslio-o1B—o� DEC 2017 A EDMUNDS AORT LET STATION AM FORCE want GENER ►L NOTEs Lilt 1E aE WWIs !M O(tXID M CLARK alo I W thO Tao.G* '& ,wreAs:wI A DS2J 3n.sn, PASCO COUNTY,FLORIDA T o Ala Ilrc�Io ! 7 I 5 4 4 I 3 I G4 7 6.. PLOTTED: 1/8/2018 10:55 AM JON ALLEN STANDARD ABBREVIATIONS & AND CONSTR CONSTRUCTION G GROUND MPH MILES PER HOUR R/W. ROW RIGHT-OF-WAY W/ WITH F 8 AT CONT CONTINUOUS GAL GALLON MS MOTOR STARTER RCP. REINFORCED CONCRETE PIPE W/O WITHOUT F A AUTOMATIC CORP CORPORATION GALV GALVANIZED MSC MANUFACTURER SUPPLIED CABLE RCPT RECEPTACLE WCJ WALL CONTROL JOINT M STD ALUMINUM ASSOCIATION STANDARD CP CONTROL PANEL GEN GENERATOR MT, MTD MOUNT(ED) RED REDUCER WF WALL FOOTING MSHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CPT CONTROL POWER TRANSFORMER GFCI GROUND FAULT CIRCUIT INTERUPTER MTL METAL REF REFERENCE WGT WI7GNT AND TRANSPORTATION OFFICIALS CRE CORROSION RESISTANT GND GROUND MV MEDIUM VOLTAGE REINF REINFORCEMENT. REINFORCING WP WORK POINT, WEATHERPROOF AS ALIGNMENT.BEGINNING CRSI CONCRETE REINFORCING STEEL INSTITUTE GPM GALLONS PER MINUTE N NORTH(ING). NEUTRAL. NORMAL REQ. REQUIRED WSE. WATER SURFACE ELEVATION AC ASBESTOS CEMENT CS CARBON STEEL GR GRADE N/A NOT APPLICABLE REO'D WSEL AC ALTERNATING CURRENT CT CURRENT TRANSFORMER, CABLE TRAY GRTG GRATING WAD NORTH AMERICAN DATUM RCS RIGID GALVANIZED STEEL WT WEIGHT AC AIR CONDITIONER CONTACTOR GS GALVANIZED STEEL NAVD NORTH AMERICAN VERTICAL DATUM RJ RESTRAINED JOINT WV WATER VALVE ACT AMERICAN CONCRETE INSTITUTE CTRD CENTERED GSP GALVANIZED STEEL PIPE NC NORMALLY CLOSED RN REMOTE MULTIPLEXING MODULE WWF WELDED:WIRE FABRIC CV CHECK VALVE MEAN ADJ ADJUSTABLE E CV GA VALVEORAGE TANK NEC NATIONAL ELECTRICAL CODE RPZ REDUCED PRESSURE E ZONE XS R EXTRA STRONG AE ALIGNMENT END D DRAIN AFF ABOVE FINISHED FLOOR 08 DUCT BANK H HIGH NEMA NATIONAL. ELECTRICAL MANUFACTURERS Ri RIGHT AFG ABOVE FINISHED GRADE OBI DITCH BOTTOM INLET HD HAND ASSOCIATION RTU REMOTE.TELEMETRY UNIT E AIP ABANDONED IN PLACE DC DIRECT CURRENT HOD HORIZONTAL DIRECTIONAL DRILL NETT NEUTRAL:• SARI SURGE:ANTICIPATOR RELIEF VALVE CUSTOM.ABBREVIATIONS E HDNS HARDNESS NGVD NATIONAL GEODETIC VERTICAL DATUM STANDARD BUILDING CODE ANSI AMERICAN IRON STEEL INSTITUTE DES DESIGNATIONSBC SCHYRHILIS. AIT ANALYTICAL INDICATING TRANSMITTER DET DETAIL HOPE HIGH DENSITY POLYETHYLENE NIC NOT IN CONTRACT H SCHEDULE COZ CITY OF ZEP SCJ SAW CUT JOINT ALT ALTERNATIVE Di DUCTILE IRON HHWL HIGH HIGH WATER LEVEL NO NORMALLY OPENSWFWMD SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ALUM ALUMINUM DIA DIAMETER HK HOOK NOM NOMINAL SDI STEEL DECK INSTITUTE AM AUTO-MANUAL DIP DUCTILE IRON PIPE HOA HAND-OFF-AUTO NPDES NATIONAL POLLUTANT DISCHARGE SE SOUTH EAST AMPS AMPERES DIPS DUCTILE IRON PIPE SIZE HOR HAND-OFF-REMOTE ELIMINATION SYSTEM SEC SECOND c ANSI AMERICAN NATION STANDARDS:INSTITUTE DIV DIVISION HORIZ HORIZONTAL NPT NATIONAL PIPE THREAD SF SLOWER-FASTER o AP ANALYZER PANEL - ON DOWN, DAMPER HP HORSEPOWER NPW NON POTABLE WATER SHEC SHOULDERED-END COUPLING APP APPROVE. APPROVED DR DIMENSION RATIO HPS HIGH PRESSURE SODIUM NRS NONRISING STEM SHT SHEET APPROX APPROXIMATE DWG DRAWING HR HANDRAIL NS NEAR SIDE SIN SIMILAR F AR AIR RELEASE DXS DOUBLE EXTRA STRONG HSP HIGH SERVICE PUMP NSF NATIONAL SANITATION FOUNDATION SJI STEEL JOINT INSTITUTE ARV AIR RELEASE VALVE E EAST(MNG) HT HEIGHT NTS NOT TO SCALE SM STATIC MIXER j ASCE •AMERICAN SOCIETY OF CARL ENGINEERS EA EACH HWL HIGH WATER.LEVEL NW WORTH WEST SP SPACING. SPACED ASO ADJUSTABLE SPEED DRIVE ECC ECCENTRIC I&C INSTRUMENTATION AND CONTROL OC ON CENTER(S). OPEN—CLOSE(D) SPD SURGE PROTECTIVE DEVICE ASTM AMERICAN SOCIETY FOR TESTING AND EES EMERGENCY EYEWASH AND SHOWER IC INTERRUPTING CAPACITY OCA OPEN-CLOSE—AUTO sQ SQUARE MATERIALS EF EACH FACE, EXHAUST FANSRV SURGE RELIEF URGE WID INSIDE DIAMETER OCR OPEN—CLOSE—REMOTE SR STATE ROAD, SURGE RELIEF cr ATS, AUTOMATIC TRANSFER SWITCH EG SUCH AS IE INVERT ELEVATION: OD OUTSIDE DIAMETER D AUTO AUTOMATIC EJ EXPANSION JOINT IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC OF OVERFLOW SS START—STOP D AUX AUXILIARY EL, ELEV ELEVATION ENGINEERS 00 ON—OFF SS, SST STAINLESS STEEL AVE AVENUE ELB ELBOW IF INSULATED FLANGE. OGA ON-OFF—AUTO SSC SUPERVISORY SET POINT CONTROL AWG AMERICAN WIRE GUAGE ELEC ELECTRICAL U ISOLATION JOINT : OOR ON-OFF-REMOTE SSRV SOLID,STATE REDUCED VOLTAGE AWS AMERICAN WELDING SOCIETY EDP EDGE OF PAVEMENT INC INCORPORATED ST SHUNT TRIP AWWA AMERICAN WATER WORKS ASSOCIATION EQ EQUAL IPS_ IRON PIPE SIZE ORP OPPOSITE: STA STATION B/ BOTTOM OF ORP OXIDATION REDUCTION POTENTIAL W ERCP ELLIPTICAL REINFORCED CONCRETE:PIPE J. ,!8 JUNCTION BOX OS&Y OUTSIDE STEM AND YOKE STD STANDARD B/L BASELINE OF CONSTRUCTION EST ELEVATED STORAGE TANK IT JOINT DISC OPEN-STOP-CLOSE: 5Th STEEL o BC BARE COPPER ETC ETCETERA KA KILOAMPERES OSHA OCCUPATIONAL SAFETY AND HEALTH STS STORMWATER SEWER. BF BLIND FLANGE EM EACH WAY KB KCMIL KNEE KNE THOUSAND CIRCULAR MILS ADMINISTRATION SW SOUTH WEST. SWITCH BFP BACKFLOW PREVENTER EXIST EXISTINGP&ID PIPING AND INSTRUMENTATION DIAGRAM SWD SIDE WATER DEPTH z BFV BUTTERFLY VALVE FBC FLORIDA BUILDING CODE KV KILOVOLT P/L PROPERTY LINE SWJ SOLVENT WELD JOINT BKR BREAKER F. FU FUSE KVA KILOVOLT AMPERES PB PULL BOX SWPPP STORM WATER POLLUTION PREVENTION PLAN BID BLIND F/F FINISHED FLOOR KW KILOWATTS PCCP PRESTRESSED CONCRETE CYLINDER PIPE SY SQUARE YARD BLDG BUILDING KWH. KILOWATT HOUR FAB FABRICATED PCV PRESSURE CONTROL:VALVE T, THK THICK BLVD BOULEVARD L LOWER .. FAG FLORIDA ADMINISTRATIVE CODE PE PLAIN.END, POLYETHYLENE T/ TOP OF BM: BENCH MARK FCA FLANGED COUPLING ADAPTER LB. LBS POUND(S) PET POLYETHYLENE TUBING BMP BEST MANAGEMENT PRACTICE LE PF POWER FACTOR T/B.TdcB TOP AN BOTTOM ao FCV FLOW CONTROL VALVE LEVEL ELEMENT TOM TEMPORARY BENCHMARK C C B0 BLOW-OFF FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL LEL LOWER EXPLOSIVE LIMIT pH HYDROGEN ION CONCENTRATION TEMP TEMPERATURE BTM BOTTOM PROTECTION LF• LINEAR FEET PH PHASE TGS THREADED GALVANIZED STEEL c BIM/ BOTTOM FON FOUNDATION LG• LONG POINT,OF INTERSECTION/PLANT INFLUENT TGSP THREADED GALVANIZED STEEL. PIPE I BV BALL VALVE -FOOT_ FLORIDA DEPARTMENT OF TRANSPORTATION LIT LEVEL INDICATING TRANSMITTER m PID PROPORTIONAL INTEGRAL DERIVATIVE TH 8TOTAL HEAD OWBYPASS FOR FEEDER UU LLGtTT INTERFACE: U NIT o C CONDUIT, CONDUCTOR, CLOSE FE FLOW ELEMENT LLH LONG LEG HORIZONTAL PIT PRESSURE INDICATING TRANSMITTER THD THREADED C/L. CL CENTERLINE FF FINISHED FLOOR LLV LONG LEG VERTICAL Pr! 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POTENTIAL V VOLTAGE, VOLTS • GNU CONCRETE MASONRY UNIT FOSR FAST- REMOTE-SLOW-REMOTE U..0* 27 z CO CLEANOUT FP FULL PENETRATION, FIELD PANEL NH MANHOLE IMU �TRANSFORMER UG VE VER VARIABLE FREQUENCY DRIVE T VERTICAL * * CO COLUMN FR AR REVERSE MISC MISCELLANEOUS PO'MNYL CHLORIDE VII VAPOR HEATER 4 STATE OF s COL COLUMN FREQ FREQUENCY NJ MECHANICAL JOINT PVMT PAVEMENT VIB VIBRATION ' CON COMMUNICATION FRP FIBER REINFORCED PLASTIC � CON CONCENTRIC FS FLORIDA STATUTES, FAR SIDE, FLOW SWITCH MNPT MALE NATIONAL PIPE THREAD PM POTABLE WATER VIF VERIFY IN FIELD �ORID,,..�• MO MOTOR OPERATOR RWR POWER VP VAPORIZER sy ....... �� 1$ COAiC CONCRETE FT FOOT MMP METERING PUMP R RADIUS W WIDE. WATT 1 FRUOIQ ONE A OC GIO U ROSARIO ES CITY OF ZE I(I.S 26110-018-Q1 DEC 2017 11Wr11 HALE" EDMUND AIRPORT LIFT STATION AND FORCE MAIN ABBREVIATIONSPASCO cou�mr ► �++ MIt DARNER► M CLARK noNEWnnowww u;no�aSMIIVA3n-sm , T R G3 PLOTTED: 1/8/2018 1214 PM JON ALLEN SURVEY LEGEND UTILITY CONTACT INFORMATION DRAWING INDEX LEND CHARTER COMMUNICATIONS F DWG No DESCRIPTION ADA AMERICANS WITH $Y�a LEND (FORMERLY (FORMERLY BRIGHTHOUSE NETWORKS) AC7.DETECTIBLE SURFACE GENERA.- - BFPD BACK FLOW PREVENTION DEVICE BAat IL*PRLWNlVJ4 ODACE an I mmm MBL FIBER. CA(C) CALCULATED - BLE Gl- COVER SHEET CCR CERTIFIED CORNER RECORD eu 0 Km._Omc Ise HELEN FIFE 30432 STATE ROAD 54 G2 DRAWING.INDEX AND LEGENDS c CENTERLINE { CLF CwuN LINK FENCE ® eal>Ym 0 OAK TREE WESLEY CHAPEL. FL 3354.3 • G3 ABBREVIATIONS CONC. CONCRE E CARE TV BOX vA M TREE 613-862-0522 EXT 2084266 C/T CURB TIE G4 GENERAL NOTES DR DEED BOOK ® cSDETE Lxpa PME PK tAEF H6ELEN FIFE84(0 FIA TER C)(NA G5 CML AND MECHANICAL LEGENDS AND PIPE SCHEDULE E: FASTING ■ coRa1EIE NaAAENr( J 0 vK xra dsK(sEt! G EP EDGE OF PAVEMENT ELEV. ELEVATION o coI mm umme t(so) . PA IM$k RSK(FamO) CITY OF ZEPHYRHILLS 8 ELECTRICAL LEGEND G7 KEY MAP ( FIELD WATER AND SEWER FCIR FOUND CAPPED IRON ROD x0.00 ELEVA m `"CL, PBNPRRJUIll11'BIAS POLE - 12 BRUCE CML : FCM FOUND CONCRETE MONUMENT i ' Et61OON 5 ShNURY øw - - 1T 39421 SOUTH AVE. FFE FINISHED FLOOR ELEVATION P O $ Ct FORCE MAIN PLANS FIP FOUND IRONROD PIPE jZ FIENeW ® SMV& CLEVW 813-7 HILLS, f1..33542 N C2 FORCE MAIN.PLANS FN&D FOUND NRAIL AND DISK aGTE NET —Q- y� 813-780-0000 EXT 3567E C3 FORCE MAIN PLANS FOG FLORIDA POWER CORPORATION 813-714-6313 (CELL) C4 FORCE MAIN PLANS (Now KLNowN As ouKE ENEltcYj 0.M !° © scam$60 NAMI E BSELLARSOCIZEPHYRHILLssus FRONTIER COMMUNICATIONS F/T -FENCE TIE 0 MON PPE(FILM) :. m TELBYgIF P ll(5U C5 FORCE MAIN PLANS GTE -GTTEE CORPORATION (TELEPHONE SM ROB(FgwO) 700 WSf IFNDWS C6 FORCE MAIN PLANS COMPANY) O am RIB( ® TRTFTtc swat AA+cmn eaac TOM FF/AU R Cl FORCE MAIN PLANS ID. IDENTIFICATION 813-348-3824 (L) LEGAL DESCRIPTION - Xx U4R P4E B wOER LEiEA C8 _ .FORCE'MAIN PLANS L B LICENSED BUSINESS T THOMAS.FAULKNEROFTR.COM NK NH MANHOLE 9 FORCE MAIN PLANS NORTHING PASCO COUNTY TRAFFIC OPERATIONS DMSION CN: CIO FORCE MAIN PUNS NGVO NATIONAL GEODETIC VERTICAL TRAFFIC CONTROL /STREET LIGHTS DATUM 1929- -- C11 FORCE MAIN PLANS ticsNATIONAL GEODETIC SURVEY 7536 STATE ST..:RM. 124 NEW PORT RICHEY, FL 34654 C12 FORCE MAIN PLANS OF OVERHEAD ELECTRIC 847-8139 o C13 FORCE MAIN PLAN OR OFFICIAL RECORD BOOK JKINGOPASCOCOUNTYFl.NE7 o C14 FORCE MAIN PLAN AND PROFILE HOD-AIRPORT PG OLAPAGE /P C15 FORCE.MAIN PLAN AND PROFILE HOD-CHARY ROAD PLs PROFESSIONAL LAND SURVEYOR CENTURYUNK(FORMERLY OWEST COMMUNICATIONS) POD POINT OF BEGINNING D C16 LIFT STATION 68 SITE PLAN POC POINT OF COMMENCEMENT MIKE FITZGERALD p 6 _ PRM PERMANENT.REFERENCE. - C 17 LIFT STATION 69 SITE PLAN MONUMENT 813-630-2605 PSM PROFESSSI &ONAL SURVEYOR c1e CML DETAILS MAPPERMIK s EFI ZGERALDOCEMTLJ v1unc.cow, c19 CML DETAILS PVC POLY VINYL CHLORIDE PIPE czo CML DETAILS _ - PVCF POLY VINYL CHLORIDE FENCE .. - P/T PAVEMENT TIE PASCO COUNTY UTILITIES • R C21 CML DETAILS RHO. R RANGE CFA CONCRETE PIPE A A WATER, SEWER & RECLAIM LINES MICHAEL. CARBALIA a C22 CML DETAILS R%W RIGHT-OF-WAY INDICATES ONE OR MORE (813) 235 - 6186 C23 CML DETAILS SEC. SEcttoN SECTKMiS CUT AND SHOWN m C2 SAN. SETSAN ARY t__jSCR SET CAPPED IRONN Roo4 CMl DETAILSON THE SAME DETAIL TECO PEOPLES GAS-TAMPA SCO SANITARY CLEAN-OUT C C25 CML DETAILS SN&D SET NAIL AND JACK A S.R. STATE ROAD E�RIDGE C26 CML DETAILS S/T SIDEWALK TIE SECTION DESIGNATION 8416 PALM RIVER RD. C27 STORMWATER POLLUTION PREVENTION PLAN NOTES TTBM TEMPORARYBENCHMARK 8TAMPA FL 336 .13-2➢5-372919 C28 STORMWATER POLLUTION PREVENTION PLAN CERTIFICATION TTYOS TOE OF SLOPE 813-309-5933 (CECC) C29 STORMWATER POLLUTION PREVENTION PLAN DETAILS TWO. TOWNSHIP JEVER►DGEOTECOENERGY.COM C30 EROSION AND SEDIMENT CONTROL NOTES WF WOOD FENCE DIRECTION OF SECTION MICHAEL CULVIN MECHANICAL WITHLACOOCHEE RIVER ELECTRIC:COOPERATIVE D M1 LIFT STATION MECHANICAL PLAN ECTI ON DESIGNATION ELECTRIC M2 UFT STATION:MECHANICAL SECTIONS A. 30461 COMMERCE DRIVE 76 M3 LIFT STATION MECHANICAL DETAILS ��� SAN AN WRE EXT TONIO, FL 5131 ELECTRICAL DRAWING ORNU IS CUT WHERE SECTION MGULVIN0WREC.NET Y El LIFT STATION 68 ELECTRICAL SITE PLAN GARRAPPEARS OR 6 ENERGY E2 LIFT STATION 69 ELECTRICAL SITE PIMA DUKEEYL F E E3 LIFT`STATION 68 ONE LINE DIAGRAM 727-859-4002 K SECTfON DESfGNATION c� E4 LIFT STATION 69 ONE LINE DIAGRAM a DARRYL.FOSHEEODUKE-ENERGY.COM Y ES POWER CONTROL WIRING SCHEDULE E6 ELECTRICAL DETAILS < E7. ELECTRICAL DETAILS DETAIL DESIGNATION E8 ELECTRICAL DETAILS C2 —DRAWING NUMBER WHERE DETAIL In APPEARS OR IS CUT y' R4B / ...CcENP\ DETAIUSECTION DESIGNATION * : No.68327 STATE OF o> U ROSARIO ... ��,EVMUNDS CRY OF ZEPHYRHILLS LM1 PNDIECT NR DEC ORArN J ALLEN AIRPORT LIFT STATION AND FORCE MAIN DRAWING INDEX AND LEGENDS 2swo-olB—D� E 2017 <' - LNOEOL Nm arc NO: PAWO COUNTY � . L"L GATE -1�1A90NS- LOr p�'L76D M CLARK no tEMNL00NMD.GN6MtG AONpi►32NF1PSt17n-S/il f�-bLNVA T:. Ji PATH=Y:\26110-CITY OF ZEPHYRHIttS\PROJECTS\018-01-AIRPORT LIFT STATION AND FORCE MAIN\CAD\DWCS\GENERAL\26110018-GO1.DWG, .., .CITY OF ZEPHYRHILLS . - AIRPORT LIFT STATION AND FORCE MAIN FL0RIDAPASO COUNTY PREPARED FOR: 535 s ti LIFTSTATI I �' ■ Zephyrhills Q North FoWZM NlATN m; LWTSTATION J___________ CITY OF ZEPHYRHILLS Upper Zephyrhills ASC0 DADE h � o ih:, 6 HfflsboroU� Preserve COUNTY CITY PREPARED " ' O Skydive C ty2-Hills N „ ZE HYRHILLS BY: ephy.rhills III South PROJECT JONES EDMUNDS LOCATION 7301E WALOO ROAD. /(352)377.5821 , N cam .., ' �``� LEE C NSsgip I N PROJECT VICINITY ';• • `• E SF'•••. PROJECT LOCATION N�.68327 ♦rg , * _ s No.4889 PROJECTDECEMBER 2017 NO: 26110-018-01 ''�N '' +:•�:�`` PLOTTED: 1/8/2018 11:13 AM JON ALLEN MAiNTENANCEANSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL NOTES: 6. WHENEVER RPOSSIBLE. POIBL '.ALL OF A PRODUCT WILL BE USED BEFORE DISPOSING 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS F EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCEMAINTENANCEPRACTICESGES THE CONTAINER. COMPRISED OF THE EROSION AND SEDIMENT CONTROL PLAN. THE 20. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING F 7. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL STANDARD DETAILS, THE PLAN NARRATIVE,ATTACHMENTS INCLUDED IN DAY. THIS INCLUDES BACK FLUNG OF TRENCHES FOR UTILITY ALL MEASURES STATED ON THE EROSION LAND SEDIMENT CONTROL PLAN, AND IN OWED SPECIFICATIONS OF THE SWPPP,PLUS THE PERMIT AND ALL SUBSEQUENT CONSTRUCTION AND PLACEMENT.OF GRAVEL OR BITUMINOUS PAVING FOR BE THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN REPORTS AND RELATED DOCUMENTS. ROAD CONSTRUCTION. FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED 8. THE SITE WILL BE INSPECTED DAILY TO ENSURE PROPER USE AND DISPOSAL 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER 21. EROSION/SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP) IN PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. OF MATERIALS. POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER ADDITION TO THOSE PRESENTED ON THE PLANS SHALL BE IMPLEMENTED HAZARDOUS POLLUTION PREVENTION PLAN AND THE STATE:OF FLORIDA NATIONAL AS NECESSARY TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO 1. ALL CONTROL MEASURES SHALL BE INSPECTED BY A QUALIFIED PERSON AT PRODUCTS POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPOES ADJACENT PROPERTY OR ROADWAYS.CONTROLS SHALL BE DESIGNED, LEAST.ONCE EVERY SEVEN(7) DAYS AND WITHIN 24 HOURS OF ANY THE FOLLOWING PRACTICES WILL BE UTILIZED TO REDUCE THE RISKS ASSOCIATED PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. INSTALLED AND MAINTAINED AS REQUIRED BY THE ENGINEER AND/OR RAINFALL EXCEEDING 0.5 INCHES AND CLEANED AND REPAIRED IN WITH HAZARDOUS MATERIALS: CONTRACTOR TO ENSURE SURFACE WATER QUALITY CONDITIONS ARE IN ACCORDANCE WITH THE FOLLOWING:. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS COMPLIANCE WITH THE WATER QUALITY STANDARDS. 1. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARE REQUIRED BY.THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES 2. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIRNOT RESEALABLE. SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL 22. THE CONTRACTOR SHALL REPORT ALOFFSITE:SURFACE WATER E IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF ITS REPORTING:COSTS TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. DISCHARGES WITH TURBIDITY IN EXCESS OF 29 NTUS (NEPHELOMETRIC 3. ALL DRAINAGE STRUCTURES WILL BE INSPECTED FOR DEPTH OF SEDIMENTS. 2. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY TURBIDITY UNITS) ABOVE BACKGROUND LEVEL WITHIN 24 HOURS:AFTER E SEDIMENTS WILL BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED, CONTAIN IMPORTANT PRODUCT INFORMATION. 4. BEST MANAGEMENT PRACTICES (BOP'S) AND CONTROLS SHALL CONFORM OCCURRENCE. NOTIFICATION SHALL INCLUDE CAUSE OF.THE PROBLEM, TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF.PRACTICE, CORRECTIVE ACTIONS TAKEN AND INSTALLATION:OF ADDITIONAL 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL EROSION SEDIMENT CONTROLS NOT SHOWN ON THE APPROVED 4. PERMANENT.SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. ANY DEFICIENCIES SHALL BE CORRECTED. AND STATE RECOMMENDED METHODS FOR PROPER'DISPOSAL WILL BE CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. CONSTRUCTION DRAWINGS. FOLLOWED. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. 23. THE CONTRACTOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR PRODUCT SPECIFIC PRACTICES PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. r4i REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. UTHE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(X)1-, FLORIDA 6. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION ADMINISTRATIVE CODE, FROM THE CONSTRUCTION SITE BY TAKING 6. THE CONTRACTOR SHALL MINIMIZE CLEARING.TOTHE MAXIMUM EXTENT WHICH WILL PREVENT TRACKING OR FLOW OF MUD, ONTO PUBLIC ADEQUATE MEASURES TO STABILIZE AFFECTED AREAS. 1. PETROLEUM PRODUCTS - ALL ONSITE VEHICLES WILL BE.MONITORED FOR PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND, LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE 24. FUEL AND OTHER PETROLEUM PRODUCT SPILLS SHALL BE CONTAINED, CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND CLEANED UP AND REPORTED IMMEDIATELY. SEALED CONTAINERS THAT ARE CLEARLY LABELED. ANY ASPHALT STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT 7. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MAINTENANCE AND CLEANING AREA. EMPLOYEE PARKING AREA, AND AREA CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIREPAVING,GRADING&DRAINAGE NOTES: PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS MANUFACTURER'S REC.OMMENOATIONS. FACILITIES.OCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET DEMAND. 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN 2. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN COUNTY'S RIGHT-OF-WAY SHALL,BE IN ACCORDANCE WITH LOCAL OR D NOT IN USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OF FOOT D 8; SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION IF SEWER, POND SYSTEM, RECEIVING WATER BUT WILL BE PROPERLY DISPOSED. I_POSED.ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR v DAMAGED. THE SILT:SCREEN SHALL BE INSPECTED IMMEDIATELY AFTER EACHLOL SPECIFICATIONS RO AND:STANDARDS (LATEST EDITION) IF NOT COVERED BY DISPOSED F ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND DISPOSED. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. WHERE LOCAL REGULATIONS. LOCAL OR COUNTY REGULATIONS. DEFICIENCIES EXIST;`ADDITIONAL SILT FENCES SHALL BE INSTALLED OR 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION REPLACED. SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF 2. ALL UNPAVED AREAS UNLESS OTHERWISE INDICATED IN PLANS DISTURBED W SPILL PREVENTION N AND CLEANUP BOOMS SHALL BE WAIVED.ON SITE OR READILY AVAILABLE TO CONTAIN BY CONSTRUCTION SHALL BE REGRADED AND SODDED. ANY SILT SCREEN ONCE THE'ACCUMULATED SEDIMENT REACHES 1/3 THE AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.• HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL IN ADDITION TO THE MATERIALS MANAGEMENT. PRACTICES DISCUSSED IN THE 3. TRAFFIC CONTROL ON ALL FOOT, LOCAL AND COUNTY RIGHTS-OF-WAY o DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. FOLLOWED FOR SPILL PREVENTION AND CLEANUP: THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC 2 LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THAT 01. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE THESE:INSPECTION REPORTS WILL BE KEPT AS A PART OF THE STORMWATERCONTRACT DOCUMENTS AND THE:JURISDICTIONAL AGENCY REQUIREMENTS CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE ARE NOT IN AGREEMENT. THE MOST STRINGENT SHALL GOVERN. POLLUTION PREVENTION PLAN THE FOR AT LEAST THREE (3) YEARS FROM PROCEDURES AND THE LOCATIONS OF THE INFORMATION AND CLEANUP DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED DATE THE SITE IS FINALLY STABILIZED. A COPY OF THE INSPECTION SUPPLIES. FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM 4 THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED REPORT FORM TS PROVIDED WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. . 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT AND SHALL RAINFALL UNTIL RE E WASHOUTS WHERE THEY OCCUR VEGETATION IS WELL ESTABLISHED OR AFTER EVERY INVENTORY OF BUILDING MATERIALS EXPECTED TO BE PRESENT ONSITE IN THE.MATERIAL STORAGE AREA THAT IS ONSITE. EQUIPMENT AND 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE OR ADEQUATE 0 STABILIZATION OCCURS. MATERIALS WILL INCLUDE BROOMS, DUST PANS, GLOVES AND PLASTIC AND PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. C 1. MATERIALS PRESENT ONSITE DURING CONSTRUCTION WILL INCLUDE THOSE METAL TRASH CONTAINERS, ETC. SPECIFICALLY FOR THIS PURPOSE. 5. ALL AREAS INDICATED AS PAVEMENT SHALL BE.CONSTRUCTED IN C NORMALLY ASSOCIATED WITH THIS TYPE OF CONSTRUCTION: 13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL 4 ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE CONCRETE, STEEL REINFORCING BARS AND RELATED MATERIALS, LUMBER, 3. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. BUT IN NO CASE MORE THAN 3 DAYS WHERE CONSTRUCTION WAS DRAWINGS. TEMPORARILY CEASED. PAINTS, PETROLEUM BASED PRODUCTS. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL 6. WHERE EXISTING PAVEMENTS INDICATED TO BE REMOVED AND REPLACED, WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH W MATERIAL MANAGEMENT (POLLUTION PREVENTION) PRACTICES CONTACT WITH A HAZARDOUS SUBSTANCE. ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER:A AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED, THE FOLLOWING MATERIAL MANAGEMENT PRACTICES WILL BE USED TO REDUCE 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE PUBLIC ROAD.:IF WASHING IS USED, PROVISIONS MUST BE MADE TO THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS 7, IF NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SUBSTANCES TO STORMWATER RUNOFF: SIZE. CARRIED OFF THE SIGHT. SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH GENERAL PRACTICES 6. THE SPIN:PREVENTION PLANS WILL BE ADJUSTED TO INCLUDE MEASURES TO 15. ALL MATERIALS SPILLED DROPPED, WASHED, OR TRACKED FROM VEHICLES AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON THE FOLLOWING GENERAL PRACTICES WILL BE FOLLOWED ONSITE DURING THE THIS TYPE OF SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE AS POSSIBLE. 8. SOD, WHERE CALLED FOR IN THE PLANS, MUST BE INSTALLED AND UCJ CONSTRTION PROJECT: SPILL iTS CAUSE, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL Q 0 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN GRADING, AND AT ANY OTHER TIME:AS NECESSARY, TO PREVENT EROSION, 1. SUFFICIENT PRECAUTIONS SHOULD BE TAKEN TO PREVENT POLLUTION OF 7. THE CONTRACTOR SHALL REPORT ANY SPILL TO THE WRF LEAD OPERATOR, THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN SEDIMENTATION OR TURBID DISCHARGES. U WATER BODIES DIRECTLY OR INDIRECTLY WITH FUELS, OILS, BITUMENS, UTILITIES ENGINEERING, PUBLIC UTILITIES AND FOEP (IF APPLICABLE). THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE CALCIUM CHLORIDE, OR OTHER HARMFUL MATERIALS STABILIZATION OF THE SITE. $ CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE 9. THE CONTRACTOR MUST REVIEW AND RETAIN A COPY OF B UI. ENVIRONMENTAL RESOURCE PERMIT AND MODIFICATi ,C a 2. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED AND LOCAL REGULATIONS 17. ON-SITE AND OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE AT THE CONSTRUCTION SITE. THE COMPLETE } FOR THIS PROJECT. PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION FOR REVIEW UPON REQUEST BY WATER MANAG •. OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREAREPRESENTATIVES. . •. • 3. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY THE ONSITE PRACTICES SHALL COMPLY WITH THIS STORMWATER POLLUTION ••� L CE/ys �� PREVENTION PLAN AS WELL AS REFLECT THE REQUIREMENTS OF THE: LOCATIONS SHALL BE NOTED:ON THE EROSION CONTROL PLAN AND MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE,UNDER A PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. ` O ROOF OR OTHER ENCLOSURE. 10. THE CONTRACTOR SHALL ENSURE THAT S P C CO OTHER.' om 1. FDEP'S NPDES GENERIC PERMIT FOR CONSTRUCTION ACTIVITIES, PLANTING AREAS ARE NOT COMPACTED AND CE LEFT IN A ROUGHENED CONDITION SLOPES SHALL 62-621.300(4), F.AC.) 18. BE DURING THE MATERIALS. THE CONTRACTOR SHALL ALSO A AND REM ALL 4. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. a MANUFACTURER'S LABEL 2. ALL STATE REQUIREMENTS OF STORMWATER MANAGEMENT SYSTEMS UNDER UNOESIRABL-E MATERIAL FROM ALL AREAS ITE lBE PLANTED CHAPTERS 400-4, 400-40 AND 40D-400 OF THE FLORIDA ADMINISTRATIVE AND PROPERLY DISPOSED OF iN A LEGAL kit 'AT 0 CODE, AS ADMINISTERED BY THE SOUTHWEST FLORIDA WATER MANAGEMENT 19. DUEE TO GRADE CHANGES CONTNRIACTOR SHALL BE D RESPONSIBLRING THE E FOR MENT OF THE ADJUSTING THE EROSION 3 E �F 5. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS � n DISTRICT IN ADDITION 33 CFR ADMINISTERED BY THE ARMY CORP OF11. THE CONTRACTOR--SHALL INSTALL ALL UNDERG Sj PIP Q RECOMMENDED BY THE MANUFACTURER. CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. ENGINEERS. PER MANUFACTURER'S RECOMMENDATIONS. � ••.......,. U ROSARIO ONES!'"''' Crnr of ZEPHYRtIiLLB ' " iIMOI J ALLEN LET STATION AND FORCE MAIN EROSION.AND SEDIMENT CONTROL t t$ ($ F " 1C30 1C 2017 EDMUNDSLta IwE 0,c0m M CImr no�wuno�wo c�waNus aaae��ze+i Aosz►≥tn-sup PASCO COUNTY,FLORIDA O Q I PLOTTED: 1/8/2018 11:13 AM JON ALLEN F F OPTIONAL PRINCIPLE POST POSITION WHEN JOINING TWO SECTIONS OF POST POSITIONS (CANTED 20' TOWARD FLOW) SILT FENCE THE TWO ENDS SHALL,: BE BUTTED TOGETHER AT POST 20' POSTS (OPTIONS: 2' X 4 ENDS, THE POST ENDS THEN ROTATED 180' AND SET. WOOD OR 2r YIN DIA STEEL .33 LBS/FT MIN) 6' MAX FILTER FABRIC (IN CONFORMANCE WITH SEC 985 FOOT SPEC UNLESS FILTER FABRIC OTHERWISE NOTED) E __.__ _ ._ __ ___j SILT FLOW T" EXISTING G I ' SECTION ELEVATION Y PROPER PLACEMENT OF A TYPICAL SILT FENCE DETAIL SILT FENCE IN A DRAINAGE WAY DETAIL NTS _ I W ZZ NTS 4 1. SET THE STAKES. 2. EXCAVATE A 4 X IT' TRENCH UPSLOPE ALONG ►- SLOTTED PVC CONNECTOR PIPE THE LINE OF STAKES. 18oz NYLON (METAL COLLAR REINFORCED) REINFORCEMENT PVC CLOSED CELL SOLID 5/1fi VINYL SHEATHED EAW STEEL CABLE:(980q CLOSED CELL SOLID PLASTIC FOAM � FABRIC (300 PSI WITH LACING FOAM FLOTATION LBS BREAKING STRENGTH) WITH GALVANIZED TEST)_f GROMMET$ LACING (G' DIA EQUIV) (12 LBS CONNECTORS (TOOL FREE DISCONNECT) FLOTATION (g' DIA EQUIVALENT) (11 PER FT BUOYANCY) LBS PER FT BUOYANCY) a l f 5/�' ParPRo ROPE.(sou ts�z NYLON REINFor�MENT � I ao _f r r o LB BREAKING STRENGTH) ABRIC (300 PSI TEST) __ _L1 o STRESS , f PLATE i �' 1/4• GALVANIZED 3. STAPLE SILT FENCE TO STAKES AND EXTEND 4. BACKFILL AND COMPACT THE EXCAVATED o CHAIN o 5/16 GALVANIZED IT INTO THE TRENCH. SOIL CHAIN I TAPE I DI =5' STD (SINGLE PANEL FOR DEPTHS 5' OR LESS) TYPE 2 f 02 =5' STD (ADDITIONAL PANEL FOR DEPTHS 5') J CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE 0 f ff USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECW DEPTH CURTAINS _�► SPECIFICALLY CALL FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER. o B ff _r NOTICE: COMPONENTS OF TYPES 1 AND 2 MAY BE SIMILAR OR IDENTICALTO Q� �.r RO a ff PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY.RIGHTS OF ..•" a.. �- THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE.USER. ��.'• 'tC ;a SUBSTITUTIONS FOR TYPES 1 AND 2 SHALL BE AS APPROVED BY THE ENGINEER. � NO. •;:Q SILT FENCE.CONSTRUCTION DETAIL32� NTH TYPICAL FLOATING TURBIDITY BARRIER DETAIL : TF p .•os s0'•••.....•�'Vic, RosA�o t l �' SAL ENG� F CITY OF Na a ZEP AND LS STORMWATER POLLUTION PREVENTION 2sl tD-OtB-ot DEc ALLEN EDMUND AIRPORT LET STATIONN D AN FORCE MAST 2017 LTIL am 1Iwls�ons In oc m .N CLARK flO WA1001 �o,GAR U.RaeMMI/PS)3fl say PAS C�l!N1Y�FLORIDA PLAN DETAILS T ROSARIO I 8J2 Z C29 PLOTTED: 1/8/2018 11:13 AM JON ALLEN STORMWATER POllUTION PREVENTION PLAN POLLUTION PREVENTION PLAN CERTIFICATION F THIS PLAN SHALL BE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL I CERTIFY UNDER PENALTY OF LAW.THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM.DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL SITE DESCRIPTION AND GENERAL INFORMATION PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PROJECT NAME AND LOCATION PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE CITY OF ZEAME MILS CAPORT LIFT STATION AND FORCE. MAIN. INFORMATION. THE INFORMATION SUBMITTED IS, TO T14E BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, THIS STORMWATER POLLUTION PREVENTION PLAN INCLUDES S.SITE IMPROVEMENTS AT LIFT STATION 68, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, LIFT STATION 69, AND FORCE MAIN CONSTRUCTION.THE WORK IS LOCATED IN ZEPHYRHILLS, FL. LIFT INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. STATION:68'IS LOCATED AT THE SOUTHEAST QUADRANT OF THE.INTERSECTION OF 6TH AVENUE AND CITY OF ZEPHYRHIU.S SOUTH AVENUE. LIFT STATION 69 IS ON THE SOUTH SIDE OF CR 54, APPROXIMATELY 0.4 MILES EAST 39825 ALSTON AVENUE OF THE INTERSECTION WITH CR 535. ZEPFIYR39825 HILLS, FL 33542 E OWNER NAME AND ADDRESS SIGNED: PRINT NAME: E CITY OF ZEPHYRHILLS 39825 ALSTON AVENUE DATE: ZEPHYRHILLS, FL 33542 PROJECT DESCRIPTION A THE PROJECT CONSISTS OF CONSTRUCTION OF FORCE MAIN AND LIFT STATION FACILITIES THAT WILL CONTRACTORS CERTIFICATION DISCHARGE TO THE CITY OF ZEPHYRHILLS WASTEWATER TREATEMENT FACILITY. 00 THIS SWPPP MUST CLEARLY IDENTIFY, FOR:EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) $ SEQUENCE OF MAJOR ACTMTIES OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: THE ORDER OF MAJOR ACTIVITIES WILL BE AS FOLLOWS: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT:.FOR STORMWATER DISCHARGE FROM LARGE AND SMALL L) 1. INSTALL SILT FENCE AS SHOWN ON PLANS. CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THERE UNDER." 2. STABILIZE CLEARED AREAS WITHIN 48 HOURS OF LAST DISTURBANCE. 3. COMPLETE GRADING AND INSTALL PERMANENT SODDING. 4. WHEN ALL CONSTRUCTION IS COMPLETE. STABILIZE (E.G. SOD, SEED/MULCH. ETC) ANY REMAINING SIGNATURE/DATE: D DISTURBED AREAS. NAME: SUFFICIENT PRECAUTIONS SHALL BE TAKEN TO PREVENT POLLUTION OF STREAMS, CANALS. LAKES, COMPANY NAME; RESERVOIRS, WETLANDS. AND OTHER WATER IMPOUNDMENTS. ALSO. OPERATIONS SHALL BE CONDUCTED ADDRESS: AND SCHEDULED SO AS TO AVOID POLLUTION OR SILTATION OF STREAMS, WATER BODIES, ETC. o TELEPHONE NO: RESPONSIBILITY: z STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM (Inspections must occur at best once a week and wittdn 24 hours of the and of a storm evert that Is 0.50 Inches or greater) FDEP NPDES StormwateridenNRcetlon Number:FLR1a Location Rain Data Type of Control Data Installed' Current Condition Correctve Action Other Remarks (see Modified see below) I o G m W G=Good M"Marginat.needs maintenance or replacement soon Poor.needs Immediate maintenance or replacement C-Needs to be cleaned O=Other Control TWO Codes: 1. Silt Fence 10. StOondiinkilstproteCtiOn 19. Rein ads tainliiqsetwn 28.Tres pratection 2.Earth dikes 11. Vegetvebutferstc 20. Gabion 29. DebnUon pond W 3.Structural Diversion 12.VegetatIve pcaservatbn area 21. Sedimentbasin 30. Retention pond 4.SWa! 13.Retention pond 22. Temporalyseedhed 31. Waste diaposallhousekeeping 0 5..Sediment T 14. COnstruction entrance stabiltcation 23. Permanad seedhod 32. Dean 6.Check dam 15. Pertnetecdteh 24. Much 33. Sandbag 7.Subsurface drain 16. Curb and 25.H bake 34.OtherCI CL� 8.Ps slope drab.: 17. Paved road surface. : 26. Gectextle- c .I..velspreedecs I8:Rock outlet protection 27. RIp.rep . B Inspector laiorrnation. `.1 R �(. .........4 y Name O The above signature 8150 shat c! that INS fa h h tout Ohe StOrtlon Data ,.`� \C+Eh/S+�`•..�� sign ttity cry prance with the Stomnvaeter Poltdlon Prevention Plan and the State a Florida Generic Parrott for t3 •: O Stcnnwater Discharge tan Large and Small Consi uefon ActivWes K there am not any in d non.campllsnce Identtied above. NO. ..�.. 68327 • I certify under penalty of law that this document end all attactmants were prepared under my direclbn or supervision in accordance with a system designed.to assure that quaffed personnel properly ga@wred end evaluated the information submitted.Based on my inquky of the person or persons who manage the system. * or those persons directly responsible for gathahg the Information,to formation submitted is.to the best of my knowledge and belief,true,accurate.and : • $ complete.Lam awere that there are significant penalties for aubmttfig faits information,Inc the of lets and Imprisonment ; STATE 9 possibilityprisonment for knw*V violations.• OF �QS:�lORIDP.100 J CITY OF WHIYRHIlLS STORMWATER Pt>V.unoN s 1 - - t'oEC 2017 N tltsn u_ALIEN PREVENTION r A EQINtJND ARPORT Un STATM AND FORCE Iw N �,, � Lili aaE snas e owao M CLARK starswwaoaom.GAaaareiLaauw> asam-sn, PASCO COUNTY,FLORA PLAN CERTIFICATION C. t T• o c e: 7 I I PLOTTED: 1/8/2018 11:13 AM JON ALLEN STORMWATER POLLUTION PREVENTION NOTES F F GENERAL STABILIZATION PRACTICES 1. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF 13. TEMPORARY STABILIZATION - SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITHIN 7 DAYS SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THESE AREAS SHALL BE STABILIZED WITH POSITIVE DRAINAGE FLOWS. TEMPORARY SEED AND MULCH. THE SURFACE AREAS OF UNPROTECTED ERODIBLE.EARTH EXPOSED BY CLEARING AND GRUBBING, EXCAVATION OR FILLING OPERATIONS SHALL BE KEPT TO A MINIMUM AS 2. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE PRACTICAL. CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE ENGINEER PRIOR TO ANY EXCAVATION. 14. PERMANENT STABILIZATION - ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTMTIES E 3. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES HAVE PERMANENTLY CEASED WILL BE STABILIZED BY SOD OR SEED AND MULCH IN ACCORDANCE WITH E TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS THE LANDSCAPING PLANS AND/OR CONSTRUCTION PLANS. DIRECTED BY THE OWNER. STRUCTURAL PRACTICES 4. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FOOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE 15. STAKED SILT SCREENS - WILL BE INSTALLED ACCORDING TO THE PLANS TO PROTECT OFFSITE AREAS JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. FROM ANY POSSIBLE ADVERSE EFFECTS FROM SEDIMENTS. SEDIMENT WILL BE REMOVED FROM THE o 5. All SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS UPSTREAM SIDE OF ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1/3 THE HEIGHT OF N SHALL THEN BE SODDED AS SPECIFIED IN THE PLANS, FERTILIZED; AND MAINTAINED UNTIL HARDY GRASS THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. THE SILT cs: GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL SCREEN SHALL BE INSPECTED ALONG WITH THE REST OF THE PROJECT ONCE EVERY SEVEN DAYS OR ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE WITHIN 24 HOURS OF A RAINFALL EVENT.EXCEEDING 0.5". WHERE DEFICIENCIES EXIST, ADDITIONAL SILT OWNER. ALL EARTHEN AREAS WILL BE SODDED AND MULCHED AS SHOWN ON THE: PLANS. FENCES SHALL BE INSTALLED OR REPLACED. ATTACHMENT OF SILT SCREEN TO EXISTING TREES WILL NOT 6. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL): I (VERTICAL) OR FLATTER UNLESS OTHERWISE BE PERMITTED UNLESS APPROVED BY THE PROJECT ENGINEER. SHOWN. NOTE- THE FOLLOWING CONTROLS CONCERN DAY-TO-DAY ACTIVITIES ON THE SITE. THE SITE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST.AND DIRT RISING AND SCATTERING SUPERINTENDENT IS RESPONSIBLE FOR SEEING THAT THEY ARE CARRIED OUT APPROPRIATELY. IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS WASTE DISPOSAL D OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 16. WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN METAL DUMPSTERS AND THEN HAULED TO AN APPROVED DISPOSAL SITE. THE DUMPSTERS WILL MEET ALL COUNTY AND STATE 8. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE.THE POSSIBILITY OF BE DEPOSITED IN THE DUMPSTER. NO CONSTRUCTION WASTE WILL BE BURIED ON THE SITE. ALL TRANSFERRING.SUSPENDED SOLIDS INTO THE RECEMNG WATER BODY EXISTS DUE TO THE PROPOSED PERSONNEL WILL,.BE INSTRUCTED IN THE CORRECT PROCEDURE:FOR WASTE DISPOSAL. EMPLOYEE WASTE - WORK. TURBIDITY BARRIERS MUST BE MAINTAINED:iN FFECTNE CONDITION Al ALL LOCATIONS UNTIL AND OTHER LOOSE MATERIALS, E.G., CUPS, CANS, BAGS, ETC., WILL BE COLLECTED SO AS TO PREVENT CONSTRUCTION IS.COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE THE RELEASE OF "FLOATABL DURI NG RING RUNOFF EVENTS. CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES STATE WATER QUALITY STANDARDS. 17. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS, OR BY THE MANUFACTURER. EROSION AND SEDIMENT TRANSPORT PREVENTION z 18. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS IN A TIMELY 9. THE WORK SPECIFIED IN.THIS SECTION CONSISTS.OF MEASURES REQUIRED TO CONTROL EROSION AND MANNER MEETING ALL LOCAL AND STATE REGULATIONS. TRANSPORT OF SEDIMENTS WITHIN AND FROM THE PROJECT AREA, SO AS TO PREVENT THE DEGRADATION OF RECEIVING WATERS, DETRIMENTAL EFFECTS ON PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE OFFSITE VEHICLE TRACKING PROJECT AND DAMAGE WITHIN THE PROJECT AREA. THESE MEASURES WILL INCLUDE THE CONSTRUCTION AND MAINTENANCE OF TEMPORARY AND PERMANENT EROSION CONTROLS. 19. MONITORING OF OFFSITE TRACKING OF SEDIMENTS AT THE ENTRANCES IS ESSENTIAL WHERE SILT FENCE WILL NOT BE PLACED TO ENABLE ACCESS TO THE SITE. IF IT APPEARS THAT SIGNIFICANT AMOUNTS OF a C 10. CONSTRUCTION OPERATIONS SHALL BE RESTRICTED TO.THOSE AREAS WHERE IT IS NECESSARY TO SEDIMENT ARE BEING TRACKED OFF THE SITE, GRAVEL ENTRANCES OR OTHER EQUIVALENT MEASURES ARE C PERFORM FILLING OR EXCAVATION TO ACCOMPLISH THE WORK SHOWN ON THE DRAWINGS AND TO THOSE RECOMMENDED TO HELP DISLODGE THE SOIL, SEDIMENT AND DIRT BEFORE THE VEHICLES LEAVE THE SITE.AREAS WHICH MUST BE ENTERED TO CONSTRUCT TEMPORARY OR PERMANENT STRUCTURES. AS SOON AS o. THE CONDITIONS WILL PERMIT, RIVERS, STREAMS, IMPOUNDM€NT,STORMWATER STORAGE AND CONVEYANCE TIMING OF CONTROL MEASURES SYSTEMS AND ANY ONSITE RECEMNG WATER BODIES SHALL BE PROMPTLY CLEARED OF ALL c OBSTRUCTIONS PLACED THEREIN OR CAUSED BY CONSTRUCTION OPERATIONS. RUNOFF FROM 20. AREAS WHERE THE GROUND HAS BEEN DISTURBED AND CONSTRUCTION ACTIVITIES TEMPORARILY WILL UNSTABILIZED AREAS SHALL BE DIRECTED TO EITHER THE OFFSITE POND OR TREATED THROUGH SILT CEASE FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 FENCES BEFORE DISCHARGING FROM THE PROPERTY. DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION.ACTIVITY CEASES PERMANENTLY IN AN AREA WHERE.THE GROUND HAS BEEN DISTURBED, THAT AREA WILL BE STABILIZED WITH SOD OR OTHER EROSION PRACTICES SUITABLE STABILIZATION MATERIALS. AFTER THE SITE IS STABILIZED,ALL EXCESS SEDIMENTS AND DEBRIS 11. PERMANENT EROSION CONTROL FEATURES SHALL BE INCORPORATED INTO THE PROJECT AT THE EARLIEST' WILL BE REMOVED FROM THE PONDS AND STORMWATER CONVEYANCE SYSTEM/STRUCTURES RECEMNG DIRECT RUNOFF FROM THE AREA. PRACTICAL TIME. TEMPORARY CONTROL FEATURES WILL BE USED TO CORRECT CONDITIONS THAT DEVELOP DURING CONSTRUCTION WHICH WERE NOT FORESEEN AT THE TIME OF DESIGN TO CONTROL EROSION a : PRIOR TO THE TIME IT IS PRACTICAL TO CONSTRUCT PERMANENT CONTROL FEATURES. 12. TEMPORARY EROSION CONTROL MAY BE USED IN CONTROLLING EROSION IN AREAS WHERE CONDITIONS 4o NOT UNDER THE CONTROL OF THE CONTRACTOR, PRECLUDE COMPLETION OF A SECTION OF A PROJECT IN 1=` A CONTINUOUS MANNER, AND FOR CONTROLLING EROSION IN AREAS WHERE CONSTRUCTION OPERATIONS MUST BE PERFORMED SUBSEQUENTLY THAT WILL CAUSE DAMAGE TO PERMANENT EROSION CONTROL FEATURES. TEMPORARY EROSION AND WATER POLLUTION CONTROL FEATURES SHALL CONSIST OF, BUT �$% R NOT BE LIMITED TO, GRASS, TEMPORARY MULCHING, SANDBAGGING, SEDIMENT BASINS. SEDIMENT CHECKS/EARTH DITCH CHECKS, BERMS, FLOATING TURBIDITY BARRIERS. HAY BALES AND SILT FENCE. • J� .••••/•+••,,•,Qs if Z N0,8832 o:.•, rATF of ..; l9Rioa ��Q omcKm U ROSARIO 1 A { s CITY OF ZEPHIYRHILLS 26110-019—Dt DEc 2017 avwl J ALLEN � � 8TORMYYATER POLLUTION PREVENTKNII a AIRPORT LET STATI�1 AND FORCE MAIN -�,.� LTIM 061E MK CIIECIim M CLAI9C s�o wewwawo�o.caw acro�relu�A os�an-say PASCO COUNTY FLORA PLAN NE�TES IUDFNJ T,RoSARIO Moot Ka oNc na C27 PLOTTED: 1/8/2018 11:12 AM JON ALLEN F L RESTTORAT TRENCH F TOP WIDTH WI THICKNESS (MIN) �' SAW-CUT.ouc tMIT OFCO T10ET WITH SUPERPAVE PAVEMENT TRENCH EXISTING PAVEMENT-fi UNDISTURBED.EARTH 12 TOP WIDTH 12" SAW CUT EXISTING 3.000 P51 CONCRETE CONCRETE ) WMATCH EXISTING THICKNESS (G' MIN) COMPACT UPPER 12 TQ ;;� NEW UNFROCK BASE 1G MIN MIN 98% MODIFIED PROCTOtt NOTE 2 ) DRY DENSITY. ASTM. 0"1557 UNDISTURBED EARTH 1 .. y r,,� E SEE TYPICAL PIPE TRENCH DETAIL Fri PIPE COVER DEPTH AND BACKFILL �,, . DRILL & DOWEL EXISTING CONCRETE W/ E REQUIREMENTS COMPACT UPPER 12" TO a t4 BARS d 2' OC AROUND PERIMETER S" MIN 98% MODIFIED PROCTOR MIN FROM CORNER. DOWEL EMBEDMENT DRY DENSITY. ASTM D-1557 . DEPTH SHALL BE 6 INCHES (MIN) NOTES: SEE TYPICAL PIPE TRENCH DETAIL FOR 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO COUNTY ROADS, DRIVEWAYS, PIPE COVER DEPTH AND BACKFN L PRNATE ROADS, DRIVES. MISCELLANEOUS PATCHES. AND SIMILAR RESTORATI�V. o 1. DRILL AND DOWEL 1 LOCATION EACH REQUIREMENTS SIDE 2. NEW LIMESTONE TO BE COMPACTED TO NOT LESS THAN 98% OF MAXIMUM DENSITY. FOR CURB REPAIR. S 2. MATCH EXISTING GRADE AND FINISH. TYPICAL ASPHALT PAVEMENT RESTORATION DETAIL ( 1 TYPICAL CONCRETE DETAIL X21 NTS v NTS u..... IF . o y LIMITS OF UMEROCK RESTORATION TRENCH 72 TOP WIDTH 12. 2 TYPE SP-12.5 ASPHALT oC G EXISTING UMEROCK OR DIRT W + . + 1 . t 8" LIMEROCK (LBR 100 MINj UNDISTURBED EARTH }. + + t + + f 13 THICK (MINj COR�ACTED LII�ROCK TO i COMPACT UPPER 12" TO 98% OF MAXIMUM DENSITY MIN'987L MODIFIED PROCTOR SEE TYPCCM PIPE TRENCH DETAIL FOR 12' TYPE B STABILIZATION (LBR 40 MIN) DRY DENSITY, ASTM 0-1557 PIPE COVER DEPTH AND BACKFILL ^� REQUIREMENTS c Q 28 -�. ROS B TYPICAL UMEROCK RESTORATION.DETAIL( TYPICAL ASPHALT PAVEMENT DETAIL / ,.......,,•'4'�i► ti r No.68327 •s 1 * STATE OF Ig ELM acme U ROSARID ES CITY ZEPHYRhYI.LSI .I1W ar r>wIE1 . I01M1 N J AteN AIRPORT LIFT STATION AND FORCE MAMA Cam,DET�g2s�to-o19-Qt DEc 2017 EDMUNDSa er o to M CLARK flO t .Loo.aw CA V. waio►usn/052)377 5$2 PASCO COUNTY,FLORIDA P T c2o 1B I PLOTTED: 1/8/2018 11:12 AM JON ALLEN F F FENCE POST TAUT REINFORCING WIRES (AT DOME CONCRETE ABOVE FOR DR LEAST 9 GAUGE) WOVEN DRAINAGE r1 1./2" ABOVE THROUGH FABRIC AT TOP OF 12 GAUGE BARBED WIRE SPACED HlNi5NED GRADE FENCE A NO MORE THAN 6" APART ADJUSTABLE I TOP RAIL 1 , CONCRETE ENCASEMENT LENGTH TRUSS INSIDE AREA OUTSIDE AREA I • ROD (TYP) I'•I UNDISTURBED SOIL E II E 89 CHAIN UNK FENCE AS SPECIFIED PER: M PLAN, OTHERWISE TYPE A. W/ /9 I GAUGE GALVANIZED STEEL WIRE cv FABRIC AND SQUARE:MESH OPENINGS o : NO LARGER THAN 2 INCHES • :- TENSION BAND 10 cNi \—CENTER RAIL 18" BOTTOM N TENSION WIRE SINGLE POST FOOTING DETAIL :�1 1 SECTION A� NTS `/ D FINISHED STABILIZED SURFACE / � ( ) GRADE t A CHAIN LINK FENCE W _ • . 11 AS:SPECIFIED PER PLAN, OTHERWISE TYPE A, 10'--0" OC.(TYP) to W/ /9 GAUGE GALVANIZED STEEL WIRE FABRIC • 5" MAX DISTANCE BETWEEN GATE AND PLUNGER BAR AND SQUARE MESH OPENINGS NO LARGER GATE POSTS IN THE CLOSED POSTTION-1 THAN 2 INCHES POST (TYP) z / 4_3 SINGLE POST FOOTING - N CORNER POST � �) r---.K..-�-;,- '^ ASSEMBLY (TYP) CC266 SEE DETAIL (TYP) —a N CHAINLINK FENCE DETAIL( 11 NTS c GATE S TE STOP ADJUSTABLE LENGTH SEE NOTE 3) TRUSS ROD (TYP) NOTES. 1. ALL GATES SHALL BE a- PROVIDED WITH A GRADE D Pi4 PAD-LOCKABLE MECHANISM. `o FENCE FABRIC FOR 2. "L" = GATE WIDTH. GATE OPENING MAN-GATE OR t' 3-1/r MINIMUM CLEARANCE \ Q OPPOSING GATE FOR //� ♦ ��," 10 AND MAX DISTANCE BETWEEN r. 3. GATE STOP SHALL BE I" 5 INGE STRAP (TYP) DOUBLE SWING GATE5 . `� 1Tx12 xi2" CONCRETE BOTTOM OF GATE AND PAVEMENT CENTERSTOP B DIAMETER GALVANIZED ;;� 3"0 GATE !RR,, STEEL DRIVEN 3' INTO THE POST (TYP) 0 GALY FENCE FABRIC DISTANCE AS SHOWN IN PLANS '`,Y••RO j GROUND:AND PROTRUDING PI (1W) 2 GATES 0 "L" EACH ("l" GATE WIDTH) �.•'''•••E ,•••.• } >� ABOVE fINISHEO GRADE •'; ; • �, s�•.•• (TYP OF EACH GATE). HINGE (TYP) it LATCH GATE POST (TYP) F N :• •: (TYNO•68327 •: C26 SEE DETAIL'(TYR) 1 8" STAB OF GATE DETAIL/T\ DOUBLE SWING GATE DETAIL,(4� gip''•.�l ,. Q "n NTs l 'i�s'••.ORIDN'00 isp ' T' IC IIED U ROSARIO CITY OF ZEPHYRwLL$ lea A oNMs� J ALJFN 26110-018—Ot DEC 2017 AIRPORT LET STATION AND FORCE MAIN CML DETAILS DMl1Vv ._.� PASCO COUNTY FLORIDA T I� apt atE REVom er a+Edmo M CLARK s3a�rtwrunoxao G .NIL 3/os�an sui C26 P.E. PLOTTED: 1/8/2018 10:56 AM JON ALLEN GENERAL NOTES REFERENCED DATA UTILITY COORDINATION MAINTENANCE OF TRAFFIC CONSTRUCTION Of ROADS, STORM DRAINAGE,AND UTILITIES. SUBMIT TESTING F OF OPEN CUT RESTORATION TO PASCO COUNTY PROJECT MANAGEMENT FOR F 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY DEUEL & ASSOCIATES 13. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT 28. THE CONTRACTOR SHALL REFER TO THE FY2017-18 FLORIDA DEPARTMENT OF ACCEPTANCE: (727-822-4151). A LICENSED PROFESSIONAL LAND SURVEYOR, LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR FOOT 44. INSTALL.THE SILT FENCE AROUND THE DITCH BLOCKS PER STORMWATER DATED AUGUST 11, 2017. 'SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST 48 HOURS PRIOR TO ANY DESIGN INDEXES AND JULY 2017 "FLORIDA DEPARTMENT OF TRANSPORTATION P STALL PREVENTION DETAILS: DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"AS 2. RIGHT-OF-WAY LINES AND PROPERTY LINES OBTAINED FROM PASCO COUNTY IS 1-800-432-4770 AND THE WEB SITE IS WWW.SUNSHINE811.COM, IN SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE • PROPERTY APPRAISER'S GIS DATABASE. INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD CONSTRUCTION DRAWINGS. 45. PROPOSED UTILITY PROXIMITY TO STORM STRUCTURE SHALL BE PLACED NO SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. CLOSER THAN TWELVE INCHES. DISRUPTED STRUCTURE BACKFILL SHALL BE 3. ALL ELEVATIONS ARE REFERENCED TO NGVD 1929. THE HORIZONTAL DATUM IS 29. ALL REFERENCED FOOT STANDARD INDEX DRAWINGS CAN BE FOUND AT RETURNED 1N ONE FOOT LIFTS AND COMPACTED AS TO NOT IMPACT THE BASED UPON NORTH AMERICAN DATUM 83/1990 ADJUSTMENT (NAD83/90), 14. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN WWW.FDOT.GOV/ROADWAY/DS/18/STOS.SHTM. INTEGRITY OF THE STRUCTURE OR.THE STRUCTURES INTENT.IF THE INTENT IS TO BE PLACED UNDER DITCH BLOCK, FLORIDA WEST ZONE. PUBLIC ENGINEERING SERVICES DESIGN STANDARD INDEX STREETS, ALLEYS. RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST RD WAEX NO. 103 SHALL BE ADHERED LE FILL PER THE PASCO COUNTY OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF : 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF TO. PURPOSES AND MAY. NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL 15. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, THE PROJECT. 46. SOD ALL DISTURBED AREAS TO MATCH EXISTING. CONDITIONS FOR PROJECT CONSTRUCTION. NO EXCAVATION WAS PERFORMED TO STRUCTURES. AND OTHER FEATURES WITHIN THE PROJECT AREA ANY DAMAGE E VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE 31. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FOOT ;7, NO TRACK TYPE EQUIPMENT WILL BE ALLOWED ON ANY ASPHALTIC OR IF ENCROACHMENTS. IMPROVEMENTS. STRUCTURES. OR FOUNDATIONS. SATISFACTION OF THE OWNER. STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONCRETE SURFACES. UNDERGROUND UTILITY LINE LOCATIONS ARE BASED UPON VISIBLE SURFACE CONTRACTOR SHALL FURNISH. ERECT,AND MAINTAIN ALL NECESSARY TRAFFIC EVIDENCE AND SCHEMATIC INFORMATION PROVIDED BY UTILITY COMPANIES. 16. THE CONTRACTOR IS RESPONSIBLE FOR BRACING. SHORING, OR PROVIDING CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE INVERT, PIPE SIZE & TYPE AND DIRECTION WAS OBTAINED WHERE ACCESSIBLE. OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UILI IES, MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES STRUCTURES. AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE MUST BE OPEN FOR TRAFFIC'AT THE CLOSE OF WORKDAYS. ALL SIGNING, 3n GENERAL IMPACTED BY HIS WORK. BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 8 5. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE ALL PERMITS (FDEP, FOOT, PASCO COUNTY BUILDING DEPARTMENT. ETC) COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES 32. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC OBTAINED FOR THIS PROJECT. REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION. AT NO ADDITIONAL CONTROL DEVICES.ARD STANDARDS. SPECIFICATION AND SHALL BE PAINTED IN ACCORDANCE WITH COST TO THE OWNER. G 6. THE;CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD i VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED SAFETY PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON PROJECT SPECIFIC THE DRAWINGS. IF.SIGNIFICANT DEVIATIONS OCCUR. THE CONTRACTOR SHALL 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA NOTIFY THE ENGINEER Al LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY DETERMINATION AND RESOLUTION. THE FLORIDA TRENCH SAFETY ACT. CONSTRUCTION EASEMENTS THAT MAY REQUIRED. 1 D 19. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 34. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE DO CONSTRUCTION LAYOUTN'UMITS.OF CONSTRUCTION OWNER PRIOR TO CONNECTING THE NEW FORCE:MAIN TO THE CITY OF ZEPHYRHILLS WWIP. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND 7. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND RESTORATION SCHEDULING EACH CONNECTION WITH THE OWNER TO ENSURE THAT THERE ARE SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF MINIMAL INTERRUPTIONS TO EACH SYSTEM. LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 20. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, W LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL 35. THE CONTRACTOR SHALL:BE RESPONSIBLE FOR SECURING AND.STABILIZING 8. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE POWER POLES DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE E! THE LIMITS OF.CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY SATISFACTION OF THE OWNER. ELECTRIC UTILITY PROVIDER AND COORDINATE WITH THEM. THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. zd 21. ALL EXISTING SIGNS AND MAILBOXES SHALL BE REMOVED AND REINSTALLED OR 36. THE CONTRACTOR MAY REMOVE AND REPLACE ALL OR:A PORTION OF EXISTING EXISTING CONDITIONS REPLACED AS REQUIRED DURING CONSTRUCTION., AND SWELL. BE RESTORED BY CONCRETE DITCH BLOCKS WHICH INTERFERE WITH THE CONSTRUCTION OF THE AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE FORCE MAIN. THE DITCH BLOCK SHALL BE RETURNED:-TO ITS PRECONSTRCTION 9. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, OWNER. ELEVATION WITHIN 24 HOURS AND TO THE SATISFACTION OF PASCO COUNTY. AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION ACCESS/MAINTENANCE OF FACILITIES 37. CONTRACTOR SHALL REMOVE TREE(S) AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT ( ) WHEN IN DIRECT CONFLICT W/;PROPOSED FORCE MAIN, AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL OBTAIN PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE IMPROVEMENTS, UTILITIES, ETC.WHICH ARE WITHIN THE PROJECT AREA. 22. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES PERMI(S) REQUIRED. CONTRACTOR SHALL VERIFY, PRIOR.TO CONSTRUCTION,THE LOCATIONS, AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. C ELEVATIONS. DIMENSIONS. TYPES. AND CONDITIONS OF ALL EXISTING UTILITIES, PASCO COUNTY SPECIFIC(FOR WORK IN PASCO COUNTY STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PIPING NOTES RIGHT-OF-WAY) DRAWINGS) AFFECTING HIS WORK. 23. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 38. AT ALL TIMES DURING CONSTRUCTION, APPLY PERIMETER CONTROL BMPs TO 10. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND PROTECT THE DISTURBED AREA FROM OFFSITE RUNOFF AND TO PREVENT RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES ALIGNMENTS. SEDIMENTATION DAMAGE TO AREAS BELOW ACTIVITY. (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS. ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTIONS) WILL.BE 24. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT 39. MINIMIZE THE AREA EXPOSED OF NATURAL VEGETATION AT ONE TIME AND THE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. STRAIGHT RUN OF:PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE DURATION OF EXPOSURE TO ELEVATED EROSION POTENTIAL 11. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING UNLESS NOTED OTHERWISE. 40. INLETS TO STORM SEWERS SHALL BE PROTECTED BY SUITABLE FILTERING IMMEDIATELY IF CONFLICTS:BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS DEVICES DURING.CONSTRUCTION TO KEEP POLLUTANTS FROM ENTERING ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH UTILITY SEPARATION CONVEYANCE SYSTEMS: j a CONFLICTS ON THE RECORD DRAWINGS. nr 25. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL 41. REQUIRED EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE AT Q' 0 12. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT : SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE ALL TIMES DURING CONSTRUCTION AND SHALL BE REMOVED ONLY AFTER AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. STABILIZATION HAS BEEN ESTABLISHED. ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY ANDm � g26. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE 42. NO ILLICIT DISCHARGE SHALL OCCUR AS A RESULT OF ACTIVITY PERFORMED. � o REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL 40 OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 43. CONTRACTOR SHALL PERFORM ALL TESTING REQUIRED. TESTING AND N THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED CONSTRUCTION SHALL ADHERE TO THE MOST CURRENT VERSION OF THE PASCOo9 WITH WITH THE EFFORT. 27. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A COUNTY ENGINEERING SERVICES DEPARTMENT DESIGN STANDARDS AND PASCO ��..••"•'••. MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT COUNTY ENGINEERING SERVICES DEPARTMENT TESTING SPECIFICATIONS FOR THE Q y.•��(',ENs��•giVVVO z DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER J.• FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALLCO BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY NO.6832T IT * \ STATE OF ••.• C GI D U ROSARIO �a I#QEL7 Ra WE. CITY OF ZEPHYR 4ILLS Q DwwK J ALLEN AIRPORT LIFT STATION AND FORCE MAN! GENERAL,NOTES 26110-018-Q1 DEC 2017 EDMUND N va I.TR: a1E Iwlso'e NM m OECIIED M CLARK ns►�rwuno 1a�o cxe+ u novas su�1 A hsb sn-SUIT PASCO COUNTY,FLORA T ROSARIO G4 2 PLOTTED: 1/8/2018 11:11 AM JON ALLEN F SYSCO NORTH CENTRAL I X00 FLORIDA, INC. F G OHO 07-26-22-0010-04000-0010 �.000�, 1 PHYSICAL ADDRESS (N/A) APPROX. RIGHT-OF WAY LINE PER I ,O PJ PASCOCOUNTYFL.NET GIS �Q- y0ro�� 1 1 DOWNLOADS 4'HOGWIRE FENCE 4'HOGWIRI i I 6TH AVENUE VENUE - - , - - - - - EXISTING 8" WM TO .4GHT OF S ALE 1 5 NL c25 ASCOCO C NTE LINE E. 606341. E N: 1418993.46 TOS. I N• 1406995.14 07 h - E 808309.14 c vuM � A ayel�.syytt y ti y REDUCED PRESSURE N. 1419005.11 H a a•T 0 ` 5' BACKFLOW PREVENTER do GRADE SWALE FOR , HOSE.BOB Z - ( 0 E. 606358 50 GRADE POSITIVE DRAINAGE. i O'�a o h S AIL 5 6 C N: 068997.46 O TIE INTO EXISTING i �p x0a � xb� >` 0 $9 \/ Eta N: 1418979.46 o. SWALE (TYP) Q, n '�; ti ry y h REFER TO ELECTRICAL SITE E 606315,64 3o x / xe, ,Rs`D xgh �y. PLAN Et NE0�t60.� • N: 11 7888 c�D f - 1S-68 • / I. N1415986.46 _. . E 608348.64 D N: 18978.46 I I 14 LONSRU POINT IN I! I SEE Ml ,"j' ' , � a C3+E4NERXA�O 6PAXDB fiHK coNC N 1418969.84 N:141896379 I E 906326.14 PAVEMENT FOR �o� :o a. SLAB ON GRADE. a 606170.39 E 906199.1 t w t2 F,it. sir w DRAINAGE x� 'a ,,t h� hh SEE ELECTRICAL DRAWINGS �' i N: 141695478 ' tt x I _ Cp E:606297.14-' € 8 N: 1418997.46 0 0 O `� SEE DET R 5 `1 a . h K. 141893056 o E:606345.64 c: MATCH EXISTING z $ I xg' > x 'qD• , x Key E:806207.82 EDGE OF PAVEMENT' I `' a ' 6' CHAINUNK FENCE W/ 3 N 1418924.79 N: 6466902.98 I e 606310..32 z may, xgy: ' ,gs ,� x� STRAND BARBED WIRE E.806287.14 o CONSTRUCT 1& RCP ONST U CULVERT I = h (MATCH 7k 1466924.78 ATTACHMENT EXISTING �. N: 018924.79 rn a r- c� E 606352.50 W/ 4:1 MES PERDR x FENCE APPEARANCE) 'I E 60621239 w FDOT STD INDEX 272. .' 3` &E DETAIL " W 418912.79 SET INVERTS FOR Z =. - M N: .6.0 . :30 .. x��z Z y 1 .;' y � .. 1- 1606352.50 �- POSITIVE DRAINAGE. LJ � >� R CONSTRUCT CULVERT g �,. T BASE COVER 6 0 W/ ATxx x 30. VEHICLE TURN-AROUND AREA N 01890829 C BELOW PAVEMENT OR Y I g ASPHALT PAYEMENT�t $�' h x SOD WITH 7 2` DEEP a 606368 50 CONSTRUCT ROADWAY 0 . $ I - STABIUZATION (LBR 40) p i E tot;1 G b1 BASE TO CULVERT SEE AIL �1G to HAUNCHES TO 5' ON '5 ' N:141.391276 EACH SIDE OF THE N: 018906.79 E 806267.14 w CULVERT sF WHERE EXISTING AND PROPOSED ° GRADE IS NOT SHOWN, I E. 606207.62 2.00 I TIE INTO CONTRACTOR SHALL DETERMINE i EXISTING FENCE GRADES BASED ON EXISTING N 14.8672.79 (TYP) GRADES AT TIME OF 8 1::608170.39 I 8 _ COMSTRUCTION $ N 1418872.79 1 I APPROX LOCATION OF DOUBLE SWING GATE ; E:606172.39 EXISTING FENCE W 16' OPENING 4 N: u19ae3 791 It o CJ E:606189.1 t J APPROX LOCATION OF EXISTING EDP GRAPM SCALE I i 0 10' 20 4o I4IS4E } SCALE IN FEET '�� L CAIE �' j g No.68327 LS-68 SITE PLAN LS-68 COORDINATE PLAN STATE OF 1 ( VSj�NAL E DE190 U ROSARID A. �/ fir. aF 1 1 pRUr ft &VE q Dlr4ilt J ALIEN v1 DES/ CITY OF ZEPHYRHILLS uFT STATION B8 Sl TE AND CxX?RDINATE 261,0-018-01 DEC 2017 EDMUNDS AIRPORT LET STATION AND FORCE i.11. WE 90rt�ra sr tx1Em M CLARIK no NEw wotww.GM LLROMIA3 41/06»70-s9:, PASCO C!0UNTYt FLORIDA PLAN T 7 PLOTTED: 1/8/2018 1056 AM JON ALLEN d i' C7 CS F F E GRAPHIC SCALE 0 200 400 800 E I SCALE IN FEET 0 0 W z 1 C _ ___ _ H I _ __ _ -J W N0.68327 �_ STATE OF om u RosA�oE C11Y OF K� A 10-01 DEC 01 °�." ALLEN EDMUNDS soars srAn A Fobs a LIX WE w c►tM M CLARK no�srwvioowo�o cAM�ue moon i/t�s to-sai �A$t.'0 0O0N'iY,fLOltl©A $ )18.0127 7 PLOTTED: 1/8/2018 10:56 AM JON ALLEN CML LEGEND MECHANICAL:LEGEND 90 CONTOUR - - -- RIGHT-OF-WAY BOUNDARY PIPING SYMBOL$ VALVE SYMBOLS PIPING DESIGNATION IF --------- DOUBLE LINE PROPERTY BOUNDARY SINGLE F !rNF DOUBLE LINE SINGLE LINE — BALL CENTERLINE — )}I BUTTERFLY 12' -!F sF —SILT FENCE — ---I I PIPE — FM-1Z DEMO HATCH � "f_ UITERAV UP —�}— CHECK —>' GATE HEAD ELECTRIC DOWN WELDED PIPE _ ,� ' FM'1 oHE—DHE— OVER �""I LATERAL —:.. PIPE USE —SEE PIPE SCHEDULE jPLUG UGE-----UGE-- UNDERGROUND ELECTRIC FLANGED JOINT - -- CONCENTRIC REDUCER II. SEATED SIDE NOMINAL PIPE DIAMETER —uG J uGV-- UNDERGROUND WATER MAIN iMECHANICAL JOINT OR n AIR RELEASE AND/OR ERESTRAINED PUSH-ON JOINT —{ , —STS-----STS— STORM SEWER ECCENTRIC REDUCER VACUUM RELIEF E —UGFV-UGTV- UNDERGROUND CABLE TELEVISION _ FLEXIBLE COUPLING ADAPTER - - ij{— UNION —UGT—UGT— UNDERGROUND TELEPHONE u' GAS—GAS— GAS.MAIN --�nr�- EXPANSION JOINT - PIPE,SUPPORT SYMBOLS VALVE DESIGNATION 0 —SAN—SAN— GRAVITY SANITARY SEWER yu . $ o " —{- HUB & SPIGOT JOINT ANCHOR Q FLANGED PIPE SUPPORT rub 10 SANITARY FORCE MAIN w/2 12' SANITARY FORCE MAIN m — —[C1-- BALL JOINT WYE A l2V902 U--SHAPED PIPE SUPPORT SS SANITARY SEWER MANHOLE VALVE DESIGNATOR SPECIFICATIONS z STORM WATER MANHOLE WF HRUSTOUPLING ADAPTER NOMINAL VALVE DIAMETER TIES ' I TEE +$ SPOT ELEVATION LEGEND NOTE: FLEXIBLE COUPLING WITH rli D ■ COORDINATE POINT THRUST TIES EXISTING PIPE AND EQUIPMENT ARE SHOWN IN THE DRAWINGS AS LIGHT-LINED AND/OR SCREENED.:PROPOSED PIPE AND EQUIPMENT D • BOLLARD BOND FLANGE CROSS ARE SHOWN IN THE DRAWINGS AS HEAW-UNED. ABOVE GRADE PIPE AND EQUIPMENT ARE SHOWN IN DRAWINGS AS SOLID-LINED. L Uj -- - UTILITY CROSSING BELOW GRADE PIPE AND EQUIPMENT ARE SHOWN IN DRAWINGS AS , � ELBOW UP DASHED--LINED. SEE BELOW EXAMPLES: ASPHALT PAVEMENT RESTORATION OR -4-f--- EXISTING PIPE (ABOVE GRADE) Ct3CI - ELBOW DOWN [:i9' --�- OR _ --}� ELBOW,'90 DEGREE --- - --}-- NEW PIPE (BELOW GRADE) ASPHALT PAVEMENT z TEE UP d _____ I. CONCRETE ELBOW, 45 DEGREE PIPE SCHEDULE NOTES: 1n _ I— TEE DOWN GRAVEL GENERAL NOTES: 1. COAT BURIED AND SUBMERGED PIPE PER PIPE SPECIFICATIONS. LIMEROCK --{- ELBOW. '22.5 DEGREE 2. TEST LINES PER.SEC .15144 UNLESS NOTED OTHERVASE. 3. LABEL ALL PIPING PER SECTION 15075. I C ® COMPACTED SOIL / % RESTRAINT SYSTEM NOTES: ABANDON IN PLACE (1) RESTRAIN AT FITTINGS AND' VALVES. C no /�i � _ � Z � f/, i� (2) RESTRAIN ALL JOYVTS, FITTINGS, AND.VALVES INCLUDING NEW TO EXISTING (3) RESTRAIN IN ACCORDANCE WITH RESTRAINED JOINT SCHEDULE. DEMOLISH AND REMOVE SPECIFIC NOTES: (A) DISINFECT PIPING PER SECTION 15141. (B) APPLY ABOVE GRADE PAINT SYSTEM ONLY TO PIPING EXPOSED TO SUNLIGHT. PIPING UNDER FACILITY CANOPY STRUCTURE - SHALL BE CLASSIFIED AS EXPOSED TO SUNLIGHT. PIPE SCHEDULE NORMAL a RESTRAINT PIPE SPECIFICATION MAX FOLD TEST EXPOSED SPECIFIC a ABBREVIATION FLOW STREAM IDENTIFICATION PIPEIDUCT MATERIAL MATERIAL PIPE LINING OPERATING PRESSURE COLOR CODE SYSTEM ABBREV NUMBER PRE SIGURE (PSIG) PAINT NOTES NOTES ,.� R S SYSTEM L POLYVINYL CHLORIDE N/A N/A N/A N/A N/A.... __`` V....•..... B >- CEF�' FORCE MAIN POLYVINYL CHLORIDE PVC 15291 N/A N/A 150 N/A GREEN N/A (2) V•.• NS . FORCE MAIN HIGH:DENSITY POLYETHYLENE HOPE 15155 N/A 50 150 10 GREEN N/A (2) • $ \POTABLE WATER POLYVINYL CHLORIDE PVC 15250 N/A 65 150 41 BLUE (A) (2) * • * • 9 �s STATE of s= �O P AL Eta I»o u RosARlo � ' CITY OF ZEPHYRHa.S 1841 E IrItlMN J AIRPORT LIFT STA ALLEN DM OM CIVIL AND MECHANICAL LEGENDS AND ' 26110-018-01 DEC 2017 UND TWN AW F OnL a>E iltr�sohs N M CLARK nmimmaorroAa wmMIS FI0 3MI/(lm3n-su1 PASCO COUNTY,FLORIDA PIPE SgIEDLILE ENI T RoSARro x�o arc Mo G5 PLOTTED: 1/8/2018 .10:55 AM JON ALLEN STANDARD ABBREVIATIONS & AND CONSTR CONSTRUCTION G GROUND MPH MILES PER HOUR R/W. ROW RIGHT-OF-WAY W/ WITH F 0 AT COAT CONTINUOUS GAL GALLON MS MOTOR STARTER RCP REINFORCED CONCRETE PIPE W/O WITHOUT F A AUTOMATIC CORP CORPORATION GALV GALVANIZED MSC MANUFACTURER SUPPLIED CABLE RCPT RECEPTACLE WCJ WALL CONTROL JOINT M STO ALUMINUM ASSOCIATION STANDARD CF CONTROL PANEL GEN GENERATOR MT, MID MOUNT(ED) RED REDUCER WF WALL FOOTING MSHTO AMERICAN ASSOCIATION OF STATE HIGHWAY CPT CONTROL POWER TRANSFORMER GFCI GROUND FAULT CIRCUIT INTERUPTER MTL METAL REF REFERENCE WGT WEIGHT AND TRANSPORTATION OFFICIALS CRE CORROSION RESISTANT GND GROUND MV MEDIUM VOLTAGE REINF REINFORCEMENT, REINFORCING WP WORK POINT, WEATHERPROOF A8 :ALIGNMENT BEGINNING CRS1 CONCRETE REINFORCING STEEL INSTITUTE GPM GALLONS PER MINUTE N NORTH(ING). NEUTRAL.NORMAL RED, REQUIRED AC ASBESTOS CEMENT CS WSE, WATER SURFACE ELEVATION AC ALTERNATING CURRENT CARBON STEEL GR GRADE N/A NOT APPLICABLE �Q�D WSEL CT CURRENT TRANSFORMER. CABLE TRAY GRTG GRATING NAD NORTH AMERICAN DATUM RGS RIGID GALVANIZED STEEL WT WEIGHT AC AIR CONDITIONER CONTACTOR GS GALVANIZED STEEL NAVD NORTH AMERICAN VERTICAL DATUM RJ RESTRAINED JOINT WV WATER VALVE ACI AMERICAN CONCRETE INSTITUTE CTRD CENTERED GSP GALVANIZED STEEL PIPE NC NORMALLY CLOSED RM REMOTE MULTIPLEXING MODULE WWF WELDED WIRE FABRIC ADJ ADJUSTABLE CV CHECK VALVE GST GROUND STORAGE TANK NE NORTH EAST RMS ROOT MEAN SQUARE XFMR TRANSFORMER AE ALIGNMENT END D DRAIN CV GATE VALVE NEC NATIONAL ELECTRICAL, CODE RPZ REDUCED PRESSURE ZONE XS EXTRA STRONG Off ABOVE FINISHED,FLOOR DS DUCT BANK H HIGH NEMA NATIONAL ELECTRICAL MANUFACTURERS RI RIGHT AFG ABOVE FINISHED GRADE OBI DITCH BOTTOM INLET HO FIND. ASSOCIATION RTU REMOTE TELEMETRY UNIT NP ABANDONED IN PLACE DC DIRECT CURRENT HOD HORIZONTAL DIRECTIONAL DRILL NEUT NEUTRAL SARV SURGE ANTICIPATOR RELIEF VALVE E E AISI AMERICAN IRON STEEL INSTITUTE DES DESIGNATION HONS HARDNESS NGVD NATIONAL GEODETIC VERTICAL DATUM SBC STANDARD BUILDING CODE : CUSTOM ABBREVIATIONS AIT ANALYTICAL INDICATING TRANSMITTER DIET DETAIL HOPE HIGH DENSITY POLYETHYLENE NIC NOT IN CONTRACT SCH SCHEDULE COZ CITY OF ZEPHYRHILLS ALT ALTERNATIVE DI DUCTILE IRON HHWL HIGH HIGH WATER LEVEL NO NORMALLY OPEN SCJ SAW CUT JOINT SWFWMD SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ALUM ALUMINUM DIA DIAMETER HK HOOK NOM NOMINAL SDI STEEL DECK INSTITUTE AM AUTO-MANUAL DIP DUCTILE IRON PIPE HDA HAND-OFF-AUTO NPDES NATIONAL POLLUTANT DISCHARGE SE SOUTH:EAST AMPS AMPERES DIPS DUCTILE IRON PIPE SIZE NOR HAND-OFF-REMOTE EUMINATION SYSTEM SEC SECOND 4 ANSI AMERICAN NATION STANDARDS INSTITUTE DN DIVISION HORIZ HORIZONTAL NPT NATIONAL PIPE THREAD SF SLOWER-FASTER o AP ANALYZER PANEL DN DOWN. DAMPER HP HORSEPOWER NPW NON POTABLE WATER SHEC APP APPROVE, APPROVED DR DIMENSION RATIO HPS HIGH-PRESSURE SODIUM NRS NONRISING STEM SHT SHOULDERED-END COUPLING APPROX APPROXIMATE DWG DRAWING HR HANDRAIL NS NEAR SIDE SIN SIMILAR S AR AIR RELEASE DXS DOUBLE EXTRA STRONG HSP HIGH SERVICE PUMP NSF NATIONAL SANITATION FOUNDATION SJI ARV AIR RELEASE VALVE E EAST(ING) HT HEIGHT HIS NOT TO SCALE SM STATIC INSTITUTE MIXER ASCE AMERICAN SOCIETY OF CARL ENGINEERS EA EACH NW HWL HIGH WATER LEVEL NORTH WEST SP SPACING. SPACED ASO ADJUSTABLE SPEED DRIVE ECC ECCENTRIC I&C INSTRUMENTATION AND CONTROL DC ON CENTER(S). OPEN-CLOSE(D) SPO SURGE PROTECTIVE DEVICE z ASTM AMERICAN SOCIETY FOR TESTING AND EES EMERGENCY EYEWASH AND SHOWER IC INTERRUPTING CAPACITY OCA OPEN-CLOSE-AUTO SQ SQUARE MATERIALS . EF EACH FACE, EXHAUST FAN INSIDE DIAMETER OCR OPEN-CLOSE-REMOTE SR STATE ROAD, SURGE RELIEF ATS AUTOMATIC TRANSFER SWITCH EG SUCH AS IE INVERT:ELEVATION OD OUTSIDE DIAMETER SRV SURGE RELIEF VALVE AUTO AUTOMATIC OVERFLOW SS START-STOP 0 D EJ EXPANSION JOINT IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC OF 3 AUX AUXILIARY 00 ON-OFF SS. SST STAINLESS STEEL o EL.ELEV ELEVATION ENGINEERSINSULATED 55C SUPERVISORY SET POINT CONTROL i AVE AVENUE ELl3 ELBOW IF FLANGE AWG AMERICAN WIRE GUAGE ELEC ELECTRICAL U ISOLATION JOINT OCR ON-OFF-REMOTE AWS AMERICAN WELDING SOCIETYSSRV S SSOLI STATE rnI REDUCED VOLTAGE � EOP EDGE OF PAVEMENT INCNIC INCORPORATED STATION AIWA AMERICAN WATER WORKS ASSOCIATION EQ EQUAL MPS IRON PIPE SIZE _ OPP OXIDATI E STA ORP OXIDATION REDUCTION POTENTIAL STANDARD 8/ BOTTOM OF ERCP ELLIPTICAL REINFORCED CONCRETE PIPE: J. JO JUNCTION BOX OS&Y OUTSIDE STEM AND-YOKE Sn O B/L BASELINE OF CONSTRUCTION EST ELEVATED STORAGE TANK JT JOINT OSC OPEN-STOP-CLOSE STEEL f :8C BARE COPPER ETC ETCETERA KA KILOAMPERES OSHA OCCUPATIONAL SAFETY AND HEALTH STS STORMWATER SEWER BF BLIND FLANGE EM EACH WAY KB KNEE BRACE ADMINISTRATION SW SOUTH WEST, SWITCH 8FP BACKFLOW PREVENTER EXIST EXISTING KCMIL THOUSAND CIRCULAR MILS PdcID PIPING AND. INSTRUMENTATION DIAGRAM SWD SIDE WATER DEPTH z BFV BUTTERFLY VALVE FBC FLORIDA BUILDING CODE KV KILOVOLT F L PROPERTYBKR BREAKER F. FU FUSE KVA KILOVOLT AMPERES PB PULL 80 LINE S PP STORM WATER POLLUTION PREVENTION PLAN BLO BLIND f F FINISHED FLOOR KW KILOWATTS ii / PCCP PRESTRESSED CONCRETE CYLINDER PIPE SY SQUARE YARD BLDG BUILDING FAB FABRICATED KWH KILOWATT HOUR PCV PRESSURE CONTROL VALVE T. THK THICK BLVD BOULEVARD L FAC FLORIDA ADMINISTRATIVE CODE LOWER PE PLAIN END, POLYETHYLENE 1/ TOP OF M BENCH MARK FCA FLANGED COUPLING ADAPTER LB. LBS POUND(S) PET POLYETHYLENE TUBING T/B.T&B TOP AND BOTTOM BMP BEST MANAGEMENT PRACTICE LE LEVEL ELEMENT FCV FLOW CONTROL VALVE PF 1 I-C 80: BLOW-OFF POWER FACTOR TBM TEMPORARY BENCHMARK C a FDEP FLORIDA OF ENVIRONMENTAL LEL LOWER EXPLOSIVE LIMIT PH HYDROGEN ION CONCENTRATION W: BIM BOTTOM PROTECTION LF LINEAR FEET PH TEMP TEMPERATURE PHASE TGS THREADED GALVANIZED STEEL BTM/ BOTTOM OF FDN FOUNDATION LO LONG BV BALL VALVE FOOT FLORIDA DEPARTMENT OF TRANSPORTATION LIT LEVEL INDICATING TRANSMITTER PI POINT OF INTERSECTION/PLANT INFLUENT TGSP THREADED GALVANIZED STEEL: PIPE BYP BYPASS FOR FEEDER UU LIGHT:INTERFACE UNIT PIO PROPORTIONAL INTEGRAL DERIVATIVE TH TOTAL HEAD C CONDUIT, CONDUCTOR. CLOSE FE FLOW ELEMENT LLH LONG LEG HORIZONTAL PIT PRESSURE INDICATING TRANSMITTER THD THREADED C/l, CL CENTERLINE FF FINISHED FLOOR LLV LONG LEG VERTICAL PN POST INDICATOR VALVE TJB TERMINAL JUNCTION BOX `'' CAM COMPUTER-AUTO-MANUAL FFE FINISHED FLOOR ELEVATION LLWL LOW LOW WATER LEVEL PL PLATE TK TANK PLC PROGRAMMABLE LOGIC CONTROLLER TOG TOP OF CONCRETE. CAT CATALOGUE FG FINISHED GRADE,:FIBERGLASS LOS LOCKOUT STOP. .CB CIRCUIT BREAKER FH FIRE PLCS PLACES TOS TOP OF STEEL HYDRANT LR LONG RADIUS, LOCAL-REMOTE OF CONNECTION TOSJ TOP OF'STEEL JOIST CC CENTER TO CENTER FIG FIGURE LS LIFT STATION POC LC POINT ? = CCS CENTRAL CONTROL SYSTEM FIN FINISHED LSIG LONG SHORT INSTANTANEOUS GROUND POE POINT OF ENTRY TOW TOP OF WALL. CF COLUMN FOUNDATION FIT FLOW INDICATING TRANSMITTER LWL LOW WATER LEVEL Pa PUSH ON JOINT TS TUBULAR STEEL CFWE CABLE FURNISHED WITH EQUIPMENT FJ FLANGED JOINT M MAGNETIC CONTACTOR COIL, MOTOR, PP: POWER POLE TSF THICKENED SLAB FOOTING -i r CI CAST IRON FL FLOOR MANUAL PPE PERSONAL PROTECTIVE EQUIPMENT TSP TWISTED SHIELDED PAIR CIP CAST IN PLACE, CAST IRON PIPE FLEX FLEXIBLE M/F MALE/FEMALE PRY PRESSURE REDUCING VALVE TURK TURBIDITY CISP CAST IRON SUP PIECE RG FLANGE(D) MAX MAXIMUM PSF POUNDS PER SQUARE FOOT TYP TYPICAL B CJ CONSTRUCTION/CONTRACTION JOINT FND FOUNDAITON MC MODUUIIE-CLOSE PSI POUNDS PER SQUARE INCH UG UNDERGROUND l��'�• AND PIPE 5CHEDULE FOR ADDITIONAL ' B CL F CHAIN LINK FENCE FNPT FEMALE NATIONAL PIPE THREAD MCC MOTOR CONTROL CENTER PSIA POUNDS PER SQUARE INCH ABSOLUTE UL UNDERWRITER'S LABORATORIES y •N,.,•• CLR CLEAR FO FIBER OPTIC MCI MASONRY CONTROL JOINT PSID POUNDS PER SQUARE INCH DIFFERENTIAL ULC ULTRASONIC LEVEL CONTROLLER VO �,�`E ,+ TIONS MAY BE USED FOR THIS o MECH MECHAN PSIG POUNDS PER SQUARE INCH GAUGE LINO UNLESS NOTED OTHERWISE •CM COMPUTER-MANUAL FOS FAST-OFF-SLOW UPS UNINTERRUPTf�E POWER SUPPLY CMP CORRUGATED METAL PIPE FOSA FAST-OFF-SLOW-AUTO MES MITERED END SECTION PSV PRESSURE SUSTAINING VALVE Z O CMU CONCRETE MASONRY UNIT FOSR FAST-OFF-SLOW-REMOTE MFR MANUFACTURER PT PRESSURE TREATED, POTENTIAL V VOLTAGE,VOLTS NO.68327 CO CLEANOUT FP FULL PENETRATION, FIELD PANEL MH MANHOLE TRANSFORMER VERT VERTICAL MIN MINIMUM PV PLUG VALVE VFD VARIABLE FREQUENCY DRIVE * • CO COLUMNY FR FRE UENCREVERSE MISC MISCELLANEOUS PVC POLYVINYL CHLORIDE VH VAPOR HEATER STq s COL COLUMN FRED FREQUENCY •p s COM COMMUNICATION FRP FIBER REINFORCED PLASTIC NJ MECHANICAL JOINT PVMT PAVEMENT VIB VIBRATION 'f 1:� OF •• CON CONCENTRIC FS FLORIDA STATUTES, FAR SIDE, FLOW SWITCH MNPT MALE NATIONAL PIPE THREAD PM POTABLE WATER VIF VERIFY IN FIEND ��Q•'.�� •••�(I� CONC CONCRETE FT FOOT MO MOTOR OPERATOR MP METERING PUMP R VAPORIZER `"ss••*0"0 �`� p W WIDE, WATT 0 A 6 01CtlEO U.ROSARp PII MI JIM dqE m ES CITY OF ZEPHYRHILLS 261 to—o18—01 DCC 2017 oaA»M J ALLEN EDMUND AIRPORT LB7 STATION AM FORCE o Nn M CLARK n0 rwno woo GM I.3. 52041 A(352)377-5021 COUNTY,FLEA na owc Ma UR. OIATE IEN610115 er T$ 27 � PLOTTED: 1/8/2018 12:24 PM JON ALLEN SURVEY LEGEND UTILITY CONTACT INFORMATION DRAWING INDEX IF DWG No DESCRIPTION ADA AMERICANS WITH DISABILITIES CHARTER COMMUNICATIONS ACT DETECTIBLE SURFACE L� COL LEoea (FORMERLY BRIGHTHOUSE NETWORKS) F GENERAL BFPD BACK FLOW PREVENTION DEVICEFIER. CABLE G1 COVER SHEET (C) CALCULATED EWac Rne PTIEVENIMIN BE /lwr TMWIUAlAI WELL HHELEN FIFE CCR CERTIFIED CORNER RECORD • RENDAPHt ® MML Nq osx IsEl) 30432 STATE ROAD 54 G2 DRAWING INDEX AND LEGENDS CLF cfwN K FENCE ® ealAes, f3 OW T WESLEY CHAPEL FL 33843 G3 ABBREVIATIONS CONC. CONCRETE Cl OW v IpX PALM TIES 863-862-0522 EXT 2084266 : _ C/T CURB TIE G4 IN t E UIR4 POLE PK W E 863-556-84HELEN.FIFEO HARTER.C) GENERAL NOTES DB DEED BOOK OM GS CML AND MECHANICAL LEGENDS AND PIPE SCHEDULE £ EASTING PAVEMENT • CU IE EOIAAEN4 ) IDS PK IN.A OR(SET) G6 ELECTRICAL LEGEND Eikv. ELEVATIONCITY OF ZEPHYRHILLS G7 KEY MAP (F) FIELD o TxRIaETE troBIMENT(SEQ • PK NIR 1<05K(Fr>Wo) WATER SEWER 1- FCIR FOUND: CAPPED IRON ROD ,o.d FIflWMIII 'CL, POME____OM POLE. o Clh L FORCE MAIN PLANS ELLERS FFFEE FOUND FM D FLONWR ELLS ELEVATION '�. Q BRUCE 4 SOUTH ■ EEEVAIiBIi 5 SANWiY ttYRiOtE 39421 SOUTH AVE. E FIR FOUND IRON R D A FILE HTRRRNIT ® OMaNRY s�ER QEVW 813-7ZEPHY HILLS,FL 33542 C2 FORCE MAIN.PLANS 813-784-6 EXT 3567 + % _ FN&D FOUND NAIL AND DISK ®_am NET v SKM E (CELL) C3 FORCE MAIN PLANS FPC FLORIDA R CORPORATION ) O .._ BSELLARSOCI:.ZEPHYRHILLS.FL.US C4 FORCE MAIN PLANS F/T FENCE TIE O MMM PPE(RAIN) m 1EUPIUE amEsr+E CS FORCE MAIN PLANS Gt GRATE INLEt FRONTIER COMMUNICATIONS -GTE CORPORATION (TELEPHONE • A1OT1 Am(F(IUNI) TELPOItARY 9R0.iINIIt IBER CABLE F PHONE. C6 FORCE MAIN PLANS coMPANY) 0 RWM NB)(I 8 TRARE spot CEN sox TOM F IJUENEER C7 FORCE MAIN PLANS 10. IDENTIFICATION E C6 FORCE AWN PLANS (L) LEGAL DESCRIPTION #: U(W POLE iIYOR!@7m 813-348=3824 LB .LICENSED BUSINESS THOMAS.FAULKNER•FTR.COM _ MH :MANHOLE Q MSGIIAIEIXI5 TREE- D•C 4N7ER WLYt _ C9 FORCE MAIN PLANS N: NORTHING PASCO COUNTY TRAFFIC.OPERATIONS OMSIO N C10 FORCE MAIN PLANS REND NATIONAL GEODETIC VERTICAL TRAFFIC CONTROL /STREET LIGHTS DATUM 1929. C11 FORCE MAIN PLANS NGS NATIONAL GEODETIC SURVEY 7536 STATE ST.. RN. 124 NEW PORT RICHEY, FL 34654 C12 FORCE MAIN PLANS NO NUMBER. C 847.-8139 o C13 FORCE MAIN PLAN OR OFFICIALOFECORD�BBOat JKINGOPASCOCOUNTYFLNLT PB :PLAT BOOK C14 FORCE MAIN PLAN AND PROFILE HDD-AIRPORT PG :PAGE/PAGES C15 FORCE:MAIN PLAN AND PROFILE HDD-CHANCY ROAD PLO PROFESSIONAL LAND SURVEYOR CENIURYLINK (FORMERLY QWEST COMMUNICATIONS) Z POB POINT OF BEGINNING FIBER: : BER OPTIC Q ID C16 LIFT STATION 68 SITE PLAN POC POINT OF COMMENCEMENT WE FITZGERALD : PRM PERMANENT REFERENCE - : (}.. C17 LIFT STATION 69 SITE PLAN MONUMENT 813-630-2605 CIO CML DETAILS PSM PRO SIONAL SURVEYOR& 941.--661-7557(CELL) MAPPER MIKE.FITZGERALDOCENTURYLINK.COM C19 CML-DETAILS : PVC POLY.VINYL CHLORIDE PIPE PVCF POLY VINYL CHLORIDE FENCE C20 CML DETAILS P/T PAVEMENT TIE PASCO COUNTY UTILITIES } C21 CIVIL DETAILS RCP REINFORCED CONCRETE PIPE a WATER, SEWER & RECLAIM LINES C22 ML DETAILS R RIGHT-OF-WAY INDICATES ONE OR MORE (8132MICHA 235 5A 618 C23 COIL DETAILS SEC. SECTION SECTIONS CUT AND SHOWN, (813) — 6186 m C24 CML DETAILS SAN. SANITARY sci SET CAPPED IRON Roo ON THE SAME DETAIL TECO PEOPLES GAS—TAMPA SCO SANITARY CLEAN-OUT j C25 CML DETAILS SN&D SET NAIL AND DISK SR. STATE ROAD JACK EVERIDGE C26 COAL DETAILS SW/T SIDEWALK TIE SECTION DESIGNATION 8416 PALM RIVER RD. C27 STORMWATER POLLUTION PREVENTION PLAN NOTES TT0M TEMPORARY BENCHMARK TAMPA FL 33619 813275-3729 C28 STORMNTATER POLLUTION PREVENTION PLAN CERTIFICATION TOS TOE OF SLOPE 813-309-5933 CEIC TYP TYPICAL ( ) TWP. TOWNSHIP JEVERIDGEOTECOEN.ERGY.COM C29 STORMWATER POLLUTION PREVENTION PLAN DETAILS C30 ER0SOI AND SEDIMENT CONTROL NOTES WE WOOD FENCE DIRECTION OF SECTION MICHAEL Gi1LVIN MECHANICAL c ITH GULEE RIVER ELECTRIC COOPERATIVE w Mt LIFT STATION MECHANICAL PLANSECTION DESIGNATION ELECTRIC M2 LIFT STATION MECHANICAL SECTIONS A 30461 COMMERCE DRIVE M3 LIFT STATION MECHANICAL DETAILS v SAN ANTONIO. FL 33576 352-588--5115 EXT 1131 ELECTRICALAAPPE NU IS MBER WHERE SECTION L.IGULVINOINREC.NET y El LIFT STATION 68 ELECTRICAL SITE PLAN DUKE N E2 LIFT:STATION 69 ELECTRICAL SITE PLAIN DARRYL FOSHEE E3 LIFT STATION 68 ONE LINE DIAGRAM SECTION DESIGNATION 727-859-4002 2EIcNER6r E4 LIFT STATION 69 ONE LINE DIAGRAM DARRYLFOSHEEODUKE-ENERGY.COM E5 r POWER CONTROL WIRING SCHEDULE E6 ELECTRICAL. DETAILS . J E7 ELECTRICAL DETAILS DETAIL DESIGNATION 0 E8 ELECTRICAL DETAILS B \ 7 -DRAWtNC NUMBER WHERE DETAIL !�F APPEARS OR IS CUT �.Rp s •, s0 g .DETAIL/SECTION DESIGNATION : No 68327 * : * STATE OF ._ t8 own u RosArdo .. ES CITY of ZEPHVRHIl.s 141 PIgJECT Na DOE: Al DNMnI J 26110-018-01 DEC 2017 DI4lUNDS AIRPORT LIFT STATION AND FORCE� � AND LEGENDS LTR aTf REM90NS v Doan M CLARK NENwmROAD GIN NPiTAIif no�M]A32UI(c s i3n-suT PA=COUNTY,FLORIDA P. T �cac No- o11c No. PATN=Yc`267i0 CITY OV ZEPHYRHILiS\PROJECTS\018-01—AIRPORT L►FT STATION AND FORCE MAMI\CRt3\DYJC5\GENERAL\26110018-GOI.DWG 1. d Nwn` CITY OF ZEPHYRHILLS AIRPORT LIFT STATION AND FORCE MAIN PASCO COUNTYFLORIDAFLa _____________________ PREPARED FOR: -Ny Zephyrhda Q North - i FORCE11 MPA7H ,! I v 1 LFTSTATION CITY OF Z'EPHYRHILLS Zephyrhills ASCO DADE ., - Upper' COUNTY CITY Hillsborough a 1P t70F�1iYwillls Preserve s i! wY1 -1 PREPARED .� ZE HYRHILLS I L BY �. pskydtve c�Iy,z.lhl�s OTF. _1a ephyrhilis • South a PROJECT . J �► LOCATION JONES UNDS 730 NE WALDO ROAD. J(3S2)3775 121: I .a�" LEE �' ► PROJECT VICINITY O�Gr' C,�MSF•••s� :�A G...SF.• , %0.e8327 ; * b., j48898 .::) PROJECT LOCATION . - g : s ( `'Z�c+' PROJECT NO: 26110-018-01 .OR,� d • �,� DECEMBER 2017