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Installation of lift station for Schumann restroom
i/ lq "TEN 1 16 ti' ` RAd1j jC FY 12-13 ADDRESS/LOCATION DEPT. NEW ACCOUNT #'S METER # 0021931-046902 2001913L / 2001913H 1235 Main Street - Old City Hall 010099 0021931-025560 9502635 1805 No. Central Ave -Community Cir 010057 0021931-025562 3024913 820 Indian River Dr. # Yacht Club 010057 0021931-024898 7443265 1096 Schumann Drive -Tennis Court 010057 0021931-079210 3653893 710 Harrison Street - Reflection Pool and Splash Pad 010057 0021931-079216 2854213 / 2854213H 202 E Airport Dr -Admin Bldg - Invoice 450110 0021931-053368 0101769 530 Barber St -Hardee Park 010057 0021931-083654 7284464 1300 Indian River Drive - Restroom 140051 0021931-023684 0102573 1121 Barber St. BSSC 010057 0021931-072300 2725131L / 2725131H 1440 Friendship LN -City Park 010057 0021931-024762 N/A ERU- Teen Center, 700 Main St 010099 0021931-024852 N/A 1302 I.R. Drive -CRA Bldg Lift Station 140051 0021931-024854 N/A ERU. City Hall 010099 0021931-083828 6803589 245 Keen Ter- Dog Park 010057 0021931-063808 2854157L / 2854157H 1225 Main Street New City Hall 010099 0021931-084342 7574603 301 E Airport Drive / 202 E Airport Drive - Lift Station 450110 0021931-084720 7577443 Riverview Park - Drinking Fountain - Just north Harrison St/ E. 516IRD 010057 0021931-023244 9503352L / 9503352H 1101 Barber St, Sports Complex 010057 0021931-036980 9907364 100 Veterans Memorial Way 010052/10054 2853760L/ 2853760H 101 E. Airport Drive 410110 'pDR392-073478 0021975-024714 201937 ERU-101 E Airport Dr. Lift Station Golf Cause -100 Brush Foot Dr 410110 0401782L / 0401782H 1201 Main St. Police Department 010041 _002.1930-063806 0022320-025564 7533898 512 U.S #1 Riverview Park Restmoms / 650 Indian River Drive 010057 021931-079942 601715 78 Taxiway Drive, Security Trailer 450110 0021931-059284 102216 Admin Bldg Airport-HDRT - 202 E Airport Drive 010053 Total Water/Sewer Credit balance do not pay. ERU = Equivalent Residential Unit. Purchase these for expansion, includes a base facility charge. Can be sold or transferred. As of 8/19/10 the County is not purchasing at this time. The (4) ERU's we have we cannot eliminate at this time, and they are for water/sewer. TRANSMISSION VERIFICATION REPORT TIME : 05/06/2013 09:47 NAME : COS AIR BLDG FAX : 7722287079 TEL : 7722287001 SER.# : 000G6J317967 DATEJIME 05/06 09:47 FAX N0./NAME 97704640 DURATION 00:00:29 PAGE(S) 01 RESULT OK MODE STANDARD ECM INDIAN RIVER COUNTY -WATER AND SEWER CONNECTION FEES Sebastian - City of Scbastian Schuman Park Reatroome - UCP# 3135.x1, Applicants Name: City of Sebastian Pbone #: Project/Subdivision Name: Schumann Park Restroom Improvements Cell #: Applicants Contact Person: Jerry Converse, C.O.S. P.W. Director Fax #: Location/Street Address: 1096 Schumann Drive a -Mail: Pared ID ('s) #: 31-39-18-00003-001400001 Fire Pmmctiov Service? (Yes / No) (REQUIRED), Description /Qualifier Master Meter? (Yes / No) •` 1 (REQUIRED) = $ _ = $ - Car Wash (Enter gallons per day) A kJ!LiCABLE CODE (I ),Indian River County/City of Sebastian (V) City of Vero Beach I Water (P) Franchise Utility I Sewer ( N) No Service Available (REQUIRED FIELDS) Water & Sewer are available and must coovect For Cnconemy Only? (Yes / No) (REQUIRED) c is for sewer only. Restroom currently connected to co, ACCT# 280653-218120. Sew, to be served by a private Tap by contractor. Sewer Line Extension Fees apply - 772-589-5330 Water Capacity Charges: ERU's aQ $1,300.00 Eacti -- ERU'a @ $1,105.00 Each (M I i-FamBy) _ - $ _ FT Q S11-25 / FT = S - Water service Connection: 5/9Inch@ $400.00 per Correction by IRC 1 ERU's_@ $2,796.00 Each 2 Inch (aJ $1,070.00 per Connection by IRC = $ _ = $ - Tap by Contractor (Yes/No) ERU'e (a3 $2,376.60 Each (Multi -Family) WaterDeposit DepoeitQ $50.00 per ERU = $ - Water Inspection FeeQ $25.00 Each per Connection Taps @5500.00 Each per Connection by IRC = $ - Meter Iostallation 5/8 Inch aQ $130.00 per Mete by Contractor (Yes/No) - $ 2Inch Qct 54160.79 per Meter - $ = 5 - Water Line Extension Fees: Per Developer's Agreement Water Line Extension Fees:$ FT Q S11-25 / FT - Sewer Capacity Chargee: 1 ERU's_@ $2,796.00 Each = $ ERU'e (a3 $2,376.60 Each (Multi -Family) = 2,796.00 $ = S Sewer Lateral: Taps @5500.00 Each per Connection by IRC YTap by Contractor (Yes/No) - $ - Sewer Deposit 1 Deposit Q $50.00 per ERU = 5 50.00 Sewer Inspection 1 Fec@ $75.00 Each per Connection = s 25.00 Sewer Line Extension Pees: Per Developer's pe Agreement Sewer Line Extemion Pees: 418.00 PT (aj $15,77 / FT S Official Use by Only — = $ 6,59L86 MARamdBy D r P d oral Bah We Due 4q* Jesse Roland 12 yp 2 = and S 9,462.86 `*Charges and fees are ,timates only- Actual charges are subject to review confirmation at time of payment Base Fers will acrave at the time connection fees have been paid. IRC Service App Pmv, 7 N Due Pdaed: 4/12/2011 INDIANRIVER COUNTY DEPARTMENT OF UTILITY SER VICES 180127th Street, Vero Beach, Florida 32960 r10Rrop UTILrry CONSTRUCTION PERMIT — Crry OF SEBASTIAN PROJECTS Permit Issuance Date: April 12, 2011 Permit No.: UCP #:3135 Parcel #: 31-39-18-00003-oo 14-00001 Project Name: CitvofSebastian- Schumann Park Restroom lmprovementc Project Location: Schumann Drive Owner/Developer. City afSebastian Engineer -of -Record: WCG/1Ved-Schaffer Frank Wantanabe P.E. IRCUD Inspector: Ron LeFebure, Utilideslnspector, 772 532 7476 Project Description: Wastewater Collection Svstem Services:' - 0 County Water - ❑ County Gravity Sewer ❑ County Force Main 0 County Lift Station ® Private Lift .Station ❑ County Reuse Water General: This Utility construction permit authorizes the . above-named Owner/Developer to construct a Wastewater Collection System for the project as shown on the construction plans prepared by WCGlNeel-Schaffer _and signed & sealed on March 14, 1011 Permit Issuance is contingent upon construction being performed by personnel currently licensed in the State of Florida to perform such work. All work shall be performed in accordance with Indian River County Utilities Standards, latest edition and applicable regulatory agency. The limits of construction are delineated by these plans_ This permit is valid for a period of twelve consecutive months from the date of issuance and is subject to the special provisions and completion of associated checklist items as provided in Attachment A; this permit does not constitute a permit for operation. Special Conditions- Not Applicable. If you have any questions, please do not hesitate to contact me at (772) 567-8000, ext 1636. Sinc rel , Jess oland , Plans Reviewer Enclosure: Attachment A cc: W. Erik Olson, Director of Utility Services (via email) Wayne Eseltine, Director/Building Official, City of Sebastian (via email) Jan King, Growth Management Dept, City of Sebastian (via email) Michael C. Hotchkiss, P.E., Cap. Proj. Manager (via email) Ron LeFebure, Utilities Inspector (w/ Enclosure) Utility Project File UCP # 3135 (w/ Enclosure) FAWIWi IUTIL3rY-EnBincrrin6lPrjms-Ui4ry CnmVpO nPmnilsS6wM.-City dScb-SCLnmvm Park Renmom IMP- UCN 313Nuliry CnnAM010n Pemdr- SMASTLAN, _12-11 jffdo ATTACHMENT A UTILITY CONSTRUCTION PERMIT — SPECIAL PROVISIONS L The Owner/Developer or his duly authorized representative, the Engineer -of -Record, property owner and construction contractor shall hold Indian River County harmless in any suits, claims, and/or liabilities arising from subject construction. 2. The Owner/Developer or his duly authorized representative, the Engineer -of -Record and the construction contractor shall have a pre -construction meeting with Indian River County Department of Utility Services (IRCDUS) a minimum of five working days before beginning construction. 3. The contractor shall notify Customer Service, 1RCDUS, at (772) 567-8000 a minimum of 48 hours prior to beginning construction or performing any system tests. 4. All water and sewer utility locations are to be coordinated with other utilities such as, but not limited to, electric, cable, telephone, irrigation, etc. Minimum setback requirements from water and sewer utilities, as outlined below, must be adhered to prior to acceptance of the water and sewer utilities. Type of Structure _Min. Horizontal Separation between Utility Water/Sanitary lines and other utilities& structures. a) Aboveground permanent structures (i.e. Walls, Trees, Transformer pads, etc.. Depth of the pipe plus diameter of the pipe b) Underground utility lines (i.e., telephone, ower, drainage, etc.) Four (4) feet C) Surface water body [op of bank (i.e. Lakes, Ponds, Canals, etc). Two times the depth of the pipe plus the diameter of the pipe FINAL ACCEPTANCE OF WATER AND SEWER IS CONTINGENT UPON A FINAL INSPECTION BY THE UTILITIES DEPARTMENT AFTER ALL OTHER ONSITE UTIIJ= HAVE BEEN INSTALLED SO THAT MINIMUM SEPARATION REQUIREMENTS, AS OUTLINED ABOVE, CAN BE VERIFIED, 5. This Utility Construction Permit does not eliminate the necessity to obtain a right-of-way permit from Indian River County Public Works" Department or other permits that are required by the Florida Department of Environmental Protection or any other county, state, or federal agencies. 6. No construction shall begin until all required easements have been acquired. 7. All applicable permits allowing utilities construction inside any right-of-way shall be submitted prior to commencement of construction. The Land Development Permit must be obtained, if applicable, prior to commencement of any utility construction. 8. Capacity Charges must be paid in full prior to commitment of capacity or issuance of building permit whichever comes fust. THERE IS NO GUARANTEE THAT CAPACITY WILL BE AVAILABLE AT TIME OF REQUEST. 9. County Inspection Services: The County's hours of Operation for this project is limited to between the hours of 8:00 a.m. and 4:00 p.m., Monday through Friday, excluding holidays. The DEVELOPER shall coordinate needed inspection services between these hours of Operation. Should the DEVELOPER require County inspection services beyond the designated hours then the DEVELOPER shall pay the inspectors' hourly prevailing rate times an overtime dueet multiplier of 1.5 times the hourly rate. The DEVELOPER shall pay for a minimum of three (3) hours of overtime for each occurrence of 'inspection services needed beyond the designated hours of Operation. The County's average prevailing wage rate plus overtime for inspection is $38.64 per hour (FY -2005 rate) The DEVELOPER shall not have the right to declare this Agreement in default because it disagrees with the fees and charges imposed for the extended use of the County Inspectors. 10. All equipment, materials, and workmanship shall meet or exceed current Indian River County Water and Wastewater Utility Standards and shall be subject to the unconditional inspection and approval of the Indian River County Department of Utility Services. ATTACHMENT A - PAGE 1 ATTACHMENT A UTH.TTY CONSTRUCTION PERMIT — SPECIAL PROVISIONS 11. Only IRCDUS approved appurtenances shall be used in construction. 12. Shop drawings shall be provided and reviewed by IRCDUS prior to construction. 13. The Engineer -of -Record (EOR) shall have an on-site representative (inspector) whom shall witness and document all materials used, installation procedures, problems encountered and all tests specified by the Operation Permit Checklist Daily construction reports shall be submitted not less than monthly to IRCDUS. The daily reports shall be signed and sealed by the EOR. The daily construction reports shall be submitted to IRCDUS no later than seven days after completion of that portion of construction requiring clearance. Indian River County has unconditional rights to inspect the construction and materials at any time. 14. All connections to the IRCDUS system and operation of utility system valves and equipment shall be made under the direct observation of personnel from IRCDUS. Where loss of utility service will occur, a minimum of a 48-hour notice to IRCDUS and the public is required. A 48-hour notice is required for access to private property. 15. No testing of potable water or sanitary sewer system shall commence until as -built drawings have been submitted, approved and accepted by the Department of Utility Services. 16. Upon completion of construction, utility system shall be flushed, disinfected and tested in accordance with the current IRCDUS Specifications. 17. Project Closeout: At the time of final completion an inspection shall be held by the COUNTY in the presence of the property owner, DEVELOPER, Contractor and Engineer -of -Record. At this time, the DEVELOPER shall provide all necessary documentation as required by the Utility Construction Pefmit and regulatory agencies, such as the FDEP. At the time of completion of all utility work, a final inspection shall be held. The DEVELOPER shall make arrangements with the Owner, Contractor, Engineer -of Record and the COUNTY for a joint follow-up inspection and shall send a written notice to said parties to inform them of the date and time of the inspection. After the inspection, the COUNTY, through the Engineer -of -Record, shall inform the DEVELOPER of any corrections required. 18. The one-year maintenance period shall not commence until a final certificate final Certification -of - Construction (100% completion) has been prepared and approved by FDEP and a Memo of Acceptance has been issue by the COUNTY. 19. Partial Utilization: The COUNTY Utilities Department shall have the right to utilize or place into service any utility equipment pursuant to FDEP Certificate -of -Construction (DEP form 62-555.900) or other usable portion of the work prior to completion of the work. In such case, the COUNTY, identifying the specific portion or portions of the work to be so utilized or otherwise placed into service, will notify the DEVELOPER in writing. The DEVELOPER shall understand that until such written notification is issued, all responsibility for ownership, care and maintenance of the work shall be borne by the DEVELOPER. Upon issuance of said written notice of partial utilization, the DEVELOPER accept full responsibility for the protection and maintenance of all such items or portions of the work described in the written notice until final acceptance by the COUNTY. The DEVELOPER shall retain full responsibility for satisfactory completion of the work, regardless of whether a portion thereof has been partially utilized by the COUNTY and the DEVELOPER'S one-year correction period shall commence only after the date of Substantial Completion for the work. DEVELOPER shall be further responsible for submitting a final Certification -of - Construction (100% completion) to FDEP for any outstanding portion of the work- 20. ork20. ALL COUNTY REQUIRED DOCUMENTS / SUBMISSIONS MUST BE PROVIDED BY THE DEVELOPER PRIOR TO THE COUNTY'S RELEASE OF THE PROJECT. Upon completion of construction and prior to placing the utility system into service, the requirements of the Utility water and ATTACHMENT A - PAGE 2 ATTACHMENT A UTILITY CONSTRUCTION PERMIT — SPECIAL PROVISIONS wastewater system checklist shall be satisfied. This shall include but is not limited to record drawings, easement dedications, bill -of -sales, etc. ATTACHMENT A - PAGE 3 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTH,1TY CONSTRUCTION PERMIT CHECKLIST Pb�T'T�fBL$,0&k DISTRZBUTIONSYSTEM Received Descri Hon 1. One (1) signed and dated, approved or red -lined As -Built Drawing by the project's County Inspector for approval by Utilities Engineering, prior to the submittal of the Final Record Drawings. The Final As -Built submittal should consist of one (1) set of reproducible mylars, one (1) electronic disc and three (3) sets of blue/black line prints signed and sealed by the Engineer -of -Record or Licensed Surveyor. The Engineer -of -Record must be registered to practice in the State of Florida. 2. Copy of a satisfactory hydrostatic pressure test, signed by the Engineer -of -Record. 3. One complete set of daily field inspection records prepared by the on-site inspector certified by the Engineer -of -Record. 4. Copy of a satisfactory bacteriological main clearance certified by the Engineer- of - Record. 5. Record by the design firm of the estimated amount of water used by the contractor during the construction and flushing of the water lines. 6. Certification by the Engineer -of -Record that the water line was sanitized in accordance with County specifications. 7. Certification by the Engineer -of -Record that the construction of the water distribution system is complete and in accordance with County construction and material specifications. Any deviation from the approved construction drawings or County specifications must be specifically identified and justified by the Engineer. 8. Copy of a clearance letter from the Florida Department of Environmental Protection (FDEP), authorizing the water distribution system to be placed into service. 9. Dedication of the water distribution system and accompanying easements. The dedication is to include an itemized list of all materials along with total materials, construction and engineering costs. 10. Where the water distribution system is located in established easements or road rights-of-way, the attached bill of sale is to be executed along with an itemized list of all materials to include materials and construction.costs. 11. Complete on-site inspection by a County utility inspector with confirmation that the water distribution system appears acceptable. 12. $150.00 review fee payment. 13. Arrangements for payment of all capacity charges and other costs of connections. 14. Release of lien(s) from each Contractor, Subcontractor and Vendor. 15. A one-year maintenance bond in an amount equaling 25% of the total cost for construction of the system if construction costs exceed $10,000. If total ATTACHMENT A - PAGE 4 construction costs are less than $10,000, then a one-year warranty letter is required. The warranty letter can be issued by the developer or contractor. ATTACHMENT A - PAGE 5 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES UTILITY CONSTRUCTION PERMIT CHECKLIST WASTEWATER COLLECTIONITRANSMISSIONSYSTEM Received Description 1. One (1) signed and dated, approved or red -lined As -Built Drawing by the project's County Inspector for approval by Utilities Engineering, prior to the submittal of the Final Record Drawings. The Final As -Built submittal should consist of one (1) set of reproducible mylars, one (1) electronic disc and three (3) sets of bluelblack line prints signed and sealed by the Engineer -of -Record or Licensed Surveyor. The Engineer -of - Record must be registered to practice in the State of Florida. 2. Copy of a satisfactory hydrostatic pressure test or infiltration/exfiltration test, signed by the Engineer -of -Record. 3. One complete set of daily field inspection records prepared by the on-site inspector certified by the Engineer -of -Record. 4. Copy of a satisfactory television test and a certified report by the Engineer -of -Record. 5. Certification by the Engineer -of -Record that the construction of the wastewater collection/transmission system is complete and in accordance with County construction and material specifications. Any deviation from the approved construction drawings or County specifications must be specifically identified and justified by the Engineer. 6. Copy of a clearance letter from the Florida Department of Environmental Protection (FDEP) authorizing the wastewater collection/transmission system to be placed into service. 7. Dedication of the wastewater collection/transmission system and accompanying easements. The dedication is to include an itemized list of all materials along with total materials, construction and engineering costs. 8. Where the wastewater collection/transmission system is located in established easements or road rights-of-way, the attached bill of sale is to be executed along with an itemized list of all materials to include materials and construction costs. 9. Complete on-site inspection by a County utility inspector with confirmation that the wastewater collection/transmission system appears acceptable. 10. $150.00 review fee payment. 11. Arrangements for payment of all capacity charges and other costs of connections. 12. Release oflien(s) from each Contractor, Subcontractor and Vendor. 13. A one-year maintenance bond in an amount equaling 25% of the total cost for construction of the system if construction costs exceed $10,000. If total construction costs are less than $10,000, then a one-year warranty letter is required. The warranty letter can be issued by the developer or contractor. 14. A set of lift station specifications (if applicable), two sets of operations and maintenance manuals, warranty, and all spare parts as required by County standards. ATTAcHmENT A - PAGE 6 15. Transfer of lift station's electric account from Developer to County. 16. If a PRIVATE Lift Station, an acknowledgment letter from Engineer/Owner. ATTACHMENT A - PAGE 7 Lift Station Start -Up and Testing Form COUNTY OF INDIAN RIVER Department of Utilities Location: Station Wet Well Size: Pumps: Date: Owner: Other Wet Well Diameter 36" 48" - 60" 72" 84" 96" 108" Gal. Per / Ft. 53.04 84.36 146.04 211.44 287.76 375.84 475.68 Gal. Per / Inches 4.42 7.03 12.17 17.62 23.98 31.32 39.64 Serial No: Design Amperage: Amps Pump # N E S W (Circle One) Serial No.: Design Amperage: Amps Pump # N E S W (Circle One) Current Balance Check T 1 = Amps Current Balance Check T 1 = Amps T 2 = Amps T2= Amps T3= Amps T3= Amps DRAW DOWN TEST Water Level (Rei Point ) Finish Inches Time Start Inches Time Difference Inches Time In. draw down = Diff. _ Pump time ( min) [Pump flow/GPM = In. draw down x Gal. per in. \station size] -X-= GPM Gage reading Pump discharge: PSI I Water Level (Rei Point ) Finish Inches Time Start. Inches Time Difference Inches Time In. draw down = Diff. _ Pump time ( min ) [Pump flow/GPM = In. draw down x Gal. per in. \station size] x = GPM Gage reading Pump discharge: PSI DESIGN DESIGN HP GPM TDH (Ft.) HP GPM TDH (Ft.) Comments: Manufactures Rep. Contractors Rep. Public Works Rep. Utility Rep. Engineer ATTACHMENT A - PAGE 8 Project Name: Project Location: Inspected By: SECTION A: WET WELL Date: Yes No Al. All inspections require the wet well to be completely dry and free of any construction debris. ❑ A2. Does wet well appear to be at proper elevation? ❑ A3. Are all joints sealed properly with ram -neck? ❑ A4. Have all joints been sealed over properly with non -shrink grout? ❑ A5. Has bottom bench wall been installed correctly? A6. Have the base plates been installed correctly and inspected by lift station personnel? (Lift station mechanic initials for approval: A7. Has wet well been painted properly? A8. Has the vent been installed properly with the approved materials? A9. Has the vent been installed in the proper location and height? A10. Has stainless steel insect screens been installed in vent? Al 1. Does hatch cover operate properly? Al2. Is hatch cover rated for H2O loading? A13. Does the hatch cover have any broken hardware? A14. Have all leaks been repaired properly? A15. Have lifting rings been removed and grouted? A16. Did I notify contractor and engineer about any and all items checked "No" in Section A? CONBRNTS: WMEWS, ATTAcHm ENT A - PAGE 9 Project Name Project Location: Inspected By: Date: SECTION B: VALVE BOX BI. Are fire valves box free of dirt and debris? Yes ❑ No ❑ B2. Does valve box appear to be at the proper elevation? ❑ ❑ B3. Is the valve box the correct size according to I.R.C.U. standards? ❑ ❑ B4. Was valve box lid installed correctly? ❑ ❑ B5. Do the hatch covers operate properly? ❑ ❑ B6. Do the hatch covers have any broken hardware? ❑ ❑ 137. Has the valve box been painted properly? ❑ ❑ B8. Has the valve box drain been installed according to I.R.C.U. standards? ❑ ❑ B9. Have lifting rings been removed and grouted? ❑ ❑ BIO. Did I notify contractor and engineer about any and all items checked 'Wo" in Section B? ❑ ❑ COMMENTS: ATTACHMENT A - PAGE 10 Project Name: Project Location: Inspected By: Date: SECTION C: PIPING GENERAL CI_ All piping shall be in accordance with I.R.C.U. standards. C2_ Is all discharge piping flanged pipe ductile iron? C3. Are all bolts and nuts stainless steel? C4. Has all electrical conduit and piping entering or exiting wet well and valve box been properly grouted and painted? C5: Does all piping appear to be plumbed and straight? C6. Are all clearances between piping and pre -cast (concrete) according to I.R.C.U. standards? C7. Are all piping materials approved by I.R.C.U.? (i.e., check valves, plug valves, etc.) SECTION Cl: WATER SERVICE PIPING C8: Is water available at lift station site? Yes- No ❑ ❑ ❑ ❑ 0 ❑ 0 ❑ C9. Is copper or brass piping used for service? ❑ ❑ CIO. Has a R.P. type back-flow preventer been installed? ❑ ❑ Cl 1. Has the water service been installed by or attached to the panel assembly in an approved manner? (No stainless steel hose clamps.) ❑ ❑ C12. Is the back-flow preventer leaking? ❑ ❑ C13. Has the back-flow preventer been tested and certified? ❑ ❑ C14. Has hose bib been installed? ❑ ❑ C15. Did I notify contractor and engineer about any and all items checked "No" in Section C? ❑ ❑ COMMENTS: ATTAcHmENT A - PAGE 1 I Project Name: Project Location: Inspected By: Date: SECTION D: GENERAL APPEARANCE -Yes No DI. Does station require a fence? ❑ ❑ D2: If fence is required, is fence installed properly? ❑ ❑ D3. Does fence material conform to I.R.C. U. standards? ❑ p D4. Is the fence gate the proper size? ❑ ❑ D5. Is gate installed in the proper location? p ❑ D6. Does grading around station appear to be smooth and clear of any construction debris? ❑ ❑ D' . Has sod been installed? ❑ ❑ D8. Does sod appear to be installed in a satisfactory manner? ❑ ❑ D9. Did I notify the contractor and engineer about any and all items checked "No" in Section D? ❑ ❑ COMIENTS: ATTACH TENT A - PAGE 12 I .. Project Name( Project Location: Inspected By: Date: SECTION E: ELECTRICAL CONTROL PANEL El. Is all electrical component supplies (i.e., panel, disconnect) installed in accordance with Yes No I.R.C.U. standards? ❑ ❑ E2. Is the panel supplied for the proper size.? ❑ ❑ E3. Is the panel set up for R.T.U.? ❑ ❑ E4. Is the R.T.U. installed? ❑ ❑ E5. Is the panel support posts (schedule 40 min.) stainless steel? ❑ ❑ E6. Is the panel the proper height above finished grade? ❑ ❑ E7. Is the mounting hardware (i.e., bolts, nuts, fasteners, strut, conduit straps) stainless Steel (no galvanized) or aluminum? ❑ ❑ E8. Is the disconnect stainless steel? ❑ ❑ E9. Is the disconnect non -fusible? ❑ ❑ E10. Is the panel installed in the proper location? ❑ ❑ El 1. Are all electrical conduits installed according to I.R.C.U. standards? ❑ ❑ E12. Has all conduit penetrations into wet well been grouted and painted? ❑ ❑ E13. Has conduit inside wet well been sealed properly? Check for seal fittings. ❑ ❑ E14. Does main electrical supply enter inside top of panel? ❑ ❑ E15. Is all wiring copper? ❑ ❑ 1316. Has concrete been poured around each panel post? ❑ ❑ E.17. Are all motor and float leads the proper lengths? ❑ ❑ E18:. Is the motor and float lead hanger installed properly? ❑ ❑ E19. Is the motor and float lead hanger installed in the correct location? ❑ ❑ . E20. Have spare parts been received? ❑ ❑ E21. Does panel open away from station? ❑ ❑ E22. Does panel appear to be level, straight and sturdy? ❑ ❑ E23. Did I notify contractor and engineer of any and all items checked "No" in Section E? ❑ ❑ COMMENTS: ATTAcHwNT A - PAGE 13 AREA :' MITFPJ -Nr) RESURFAGF EXISTING TENNIS COURTS WAM9EINlfE ll+ poymu) 601 S COU3TS TENWS COJRT FE%CE IS, 0,5 TO F7E7 INSIDE EDGE OF GOJRr 24,15 L-SCHMFER .m... y..... b.11d u,.. "a A-100 Vero Beach, 0 PFb 1772) 770-4707 n-4840 retwvnttw North GRAPHIC SCALE SITE PLAN - FORCE MAIN CONNECTION PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA FOUND NAIL (NO NUMBER) Wq NN . NS.07985.001 SHEEf NUMBEN: 2 DEMO IXISTNO �BUtLOING " IWT3 ID] INBTNIL U!' 84CKFLOW PHENEHIER ;L—SCHAFFIE SITE PLAN - FORCE MAIN CONNECTION $ 1... r^" "^ buil" P^^ PROPOSED RESTROOM IMPROVEMENTS State A-100 Vero Beach, SCHUMANN PARK 30 PF:07y_770_4707 SEBASTIAN, FLORIDA -A�-- North GRAPHIC SCALE 1NCN-20& /} FOUND � NAIL y (NO NUMBER) �P WOHIONO NUMBER NS.07985.001 SHEET NUMBER 2 ao ry z /X s lGa � ``ee�yyW22 '�%� ../ aaL4// / I U) o O m Z Dao U) L-SCHAFFER -1..,. ro.. d.. b."d ... "a A-100 Vero Beach 0 P" 0772) 770-4707 n-AAAn CA00CX)FV2A SITE PLAN - FORCE MAIN CONNECTION PROPOSED RESTROOM IMPROVEMENTS SCHUMANNIPARK SEBASTIAN, FLORIDA r i W, FOUND NAIL (NO NUMBER) Wd WNI . NS.07985.001 Sx Hume 2 -4 - North GRAPHIC SCALE AREA 'Z-20� ,2746 -N) � 'IS \ IN W. BURDQiG N.14 Bps 21r 2 JJ P-110 rl 74.N RESURFACE EXISTING TENNIS COURTS F.aSiltlG�L'4CWtRr WA� \�--11�37(107MLT) do x R. t. !rt MOD INSTALL iye BACKRm PFE/EMFR 21 'd 11N)N S CCJRlFENICE IS 0.5 7C 1. r INSIX EDGE OF CCJR. 2415 t� rasa 24. 2100 W r 1-2 If C9NCRFTE-- �5m E?I C5213A #4029 L-SCHAFFER -1..,. ro.. d.. b."d ... "a A-100 Vero Beach 0 P" 0772) 770-4707 n-AAAn CA00CX)FV2A SITE PLAN - FORCE MAIN CONNECTION PROPOSED RESTROOM IMPROVEMENTS SCHUMANNIPARK SEBASTIAN, FLORIDA r i W, FOUND NAIL (NO NUMBER) Wd WNI . NS.07985.001 Sx Hume 2 I — I.SEESNEETMI1 VALVE, TAFHCfI, P9 W G AND RELATED DEEMS. 2 5EE SHEET C0.3 FM MMP NO PNIEL DE MMMDPNMP9 AMNR ANDSECpM. CONNECTION DY CN CONNECTION OP0.aW 4- WC WIETFRgA BIDG.J •: ry ('.'e' -i '. !9EE PLW AND 9ECT[ML4 __ SHEETCD2 ,.'. f S e� ,I^ R 21M co--s.uJ G 3211? Y[ M INSTALL 115•Dfi OF �PVCTt/ATER INE ,... Ni NAM �' PARK N" - 10 W +a� F 4 fn �Fj FKAII� ✓.M N[C Li.64t —J -f, F 1pENCH mLF.� SCHMANN DR 1DwDS 00'0�'QO"V I n«o0 wTE�pNMN ' 80'RIGHT OF WAY —------�_`_ 2 � `Ewsrwoerx ' STA:1wM0ffi fss.m Rp —_ CxPTAPWOSIEEVE AlmvuvE RNV MHE EA'IS1NG8`FOROT: NAN \ TOP fL ]SLD BOITOM 0.10.0 __________ ________ ------- mom __--_- e—"fop DETADsI ____ _______ __________ ____________________---------------- DpADMGECIA ERTIOGTpN � I PPENV.22M MASPNRLT -- i II _DDLFLRm P �? ___ ____ ______________ _ __ _ ���y. (JFY/ATGRMAwPm6-------------- I --------- F]6SlwG9GEWN1( ` '12'C�W10E __ _ DBNE x w.wvEn t I PER NCW _ __ -- -NDA APPpO IXS•T0 _-------------- I __________________ ____________________ __________________ MIN. C � PROS YHWE___' E%ISIING ATEpW1W wOPM .'qA FDIERGLA38 ALVEVALIT �FOACE ____ I_________ II 6DEAND TOSEOE'IFIiMWEp TD:IO-rLRM! D PD w 1 PK':Ail I IDD 9 - a2 Di0 rxr.0 L PRDPoseDREDucMMo LIAw WIEN FORCE MAIN CROSS-SECTION rm 1. 29.?1 o 6 _ _ omrAt Y[ M INSTALL 115•Dfi OF �PVCTt/ATER INE ,... Ni NAM �' PARK N" - 10 W +a� F 4 fn �Fj FKAII� ✓.M N[C Li.64t —J -f, F 1pENCH mLF.� SCHMANN DR 1DwDS 00'0�'QO"V I n«o0 wTE�pNMN ' 80'RIGHT OF WAY —------�_`_ 2 � `Ewsrwoerx ' STA:1wM0ffi fss.m Rp —_ CxPTAPWOSIEEVE AlmvuvE RNV MHE EA'IS1NG8`FOROT: NAN \ TOP fL ]SLD BOITOM 0.10.0 __________ ________ ------- mom __--_- e—"fop DETADsI ____ _______ __________ ____________________---------------- DpADMGECIA ERTIOGTpN � I PPENV.22M MASPNRLT -- i II _DDLFLRm P �? ___ ____ ______________ _ __ _ ���y. (JFY/ATGRMAwPm6-------------- I --------- F]6SlwG9GEWN1( ` '12'C�W10E __ _ DBNE x w.wvEn t I PER NCW _ __ -- -NDA APPpO IXS•T0 _-------------- I __________________ ____________________ __________________ MIN. C � PROS YHWE___' E%ISIING ATEpW1W wOPM .'qA FDIERGLA38 ALVEVALIT �FOACE ____ I_________ II 6DEAND TOSEOE'IFIiMWEp TD:IO-rLRM! D PD w 60BD I IDD M LH110 Di0 =AN= (Pfd L PRDPoseDREDucMMo LIAw FORCE MAIN CROSS-SECTION NM"E NOTICE TO DRAWING HOLDER W NRBOIEMESEttuwsrtll PUA'.`.®�wxmNnff REV6pNN DMWM NFOpMATpN I_ NEE .B HDDp3 N:FONE DIGDwG w.E av FIFNAIE'SpN1a.WN nzncmnwmromNa�wsnw»<aro<weaac«�awnw cva >aartu a owrmn ur -�mnBmN�v �amvEnw SwE r. aT � soi ur¢Man:owanaeix:uEan xurnasuzallo�wo®mmuvwm TE(MxFn fGa VSEWiM3FAWE4i IX4r. 11a9mwN1LlM4neDiE1HD �OM_�2 a�o pymmn ua9 SURVEYEDSr: 61NDAt oNFxrtwswNsar m�arxo-cnmax rmon¢rw�.�.Iwr�aF.w PN 0.5GN: FIIY mm.O86S:V10 im iDIi1 Plnee. duvnxc. wwr wwnrulvmrt:unoxw.anlderi.[e1oa®.swi avmc�esAlEa2GLL DRVIN: [G.IPTEASWTE: f6�'Nfl sacuu.NP,Na Pere,NPl..as..sr,.wNUP _ rucwua.ouuo4ua 5unweue8 �%i�� CHIO): F!W DATE OYA.'9If Fiorida 3296 wnun�xc.now.v�s rvs�lsixu arzorw unn:revmua n.mn �.w n.,F. �..a..+.. PAxa (772) T' LEGEND ® NEW RESTROOM AREA SIDEWALK ® PLAYAREA(RELACATED) RFJ.WE6 PEPIACE 3 ELECIRIfAL LME saIDEWAix EUE U LMI -CONNEGTON BY LHY/OTHER F.. FE ' STA:lR61.68 (tY.13 LTJ -. ' PRNATE LBTSIATON - MOWS: -' iELR6: A•PVCPSETFROMBLDG. A ,A NEWAM 1. SEESHEET CdiFOR VALVE. TRENCH. - ELEY.]20D RAAF 55.Ctl PRWOANORElATEDDETARS. EE PLANR/1DSECTOHS sum._ 28EESHEEf COQ FOR PUMPNIDPANEL SHEETCO2 D ANO. STATION PLW SE ANOSECRON. 1 C0.. HSTALL125LP.OF 1{PYC WATER LPIE NEWAMSIGILS TRENCH BB Li.OF PRNATE �.. t HDPE FORLEIIWN STA10M5.95 (0. .11 LT) IN TM14 ¢REDUCER STA 1O .B4PON LT) _ _ _ _ _ _ _ _ _ _ _ ILA•GATEVM.VE NSTAI _ _ _ _ _ _ — — — _ — \ B_ _ — .H-Ll H ]0 LF.OF<' NOPE � FdtCEMAN \ SCHlAA6d�NN DR Iowa 11,00 WAIharGAA'iHwc 80'RIGHT OF WAY 3 Te.00 Lo- `EXIaiING SA4 -- — \ STA: IOMO.02 (95.LO RT) — S .VTAPINO BIEEVE ANDVALVE EMSTWGWFORCEMABI \ RAY LINE TOP EL.21D0 BOTTOM M- ISO 9(LRON(__.... D6CWWGEEL' 6-------------------------- --___________ __ __________ ____ __ ____________________ ------- ___________ (SEJE - RIXt DETAI6) -----� 2 6RrLorwraN ______ __________________--------- ---------------- .___________ ------------------ __ a 11 PREPN.]2FA Bnc¢....nrn MASPXALT P LOT I� ` SdUMAMl DRNE MUSTMAMAPI MN. _______________ ____________________ -------------------- _________ 9C OFyfArpMWFLPag___ .CWE1t _ WSIWG SS]EWAM( � PFILRC STANDARD g _I. - NPPRO MMI 20 .__________________ ________ _ _ ____ __________________ --- _______- _ ______ ___________ _._ ______________ _______ P 2'HDPE I E1tWWG ATERAWN TONLFMERG ALVEVAULT FORCE I BOE AND mBE OERRMWFD TIE TO EXLRTDIG B' 19 --- DORF.XVFT3 TON'______________ _______________ ______ _______ _ ______aY _ _EY(DEPRITQSE IBE MU TMAWTAW RffD BY CONTRACT it 7 17- 0 S EO b 60 00 100 120 HDPEFIXiCE 140 160 IDSTAItE (PG PROPOBEDRFDULERAND MAW FORCE MAIN CROSS-SECTION YAL`ff NOTICE TO DRAWING HOLDER W-pTBfiETE�pVWWB'RMH WC!✓�lAr>9 CCIttRq--WRQ PCNMFxrF.11E Wxm�CrmmwLcwrtAcrrJ$E7wrslxeron AB HOURS BEFORE ONNiMG pEVISONR DRAWMGINFORMATON 11' NEE p. yrE ry C9OiPrgV F YYINRESIgJJMS ��FPIi[pRGiIpLiRW0.ro GMIMICNCN. N33bWiNi K.,16BY£191 uu mtFllH 1 MN/BII ISiI 91PC. VIV10 fIM.B11B SGIE: 1•. XI SC rrEem�H.erusuun.rarve�®>xawmnro oxr-en ronVssaxi/NsrnoserpAr.rwpw.xn>wuprorEV® F0 -42-1-4M t o¢wmI/ tui peroFp/w SURVEYEDBY:MNOM. - o�RAvmio ior¢orrlW roam onw.marxW Pros/. r«.asff urle OSGN: DAIS GxaKB7fO 004152 .wRMYIMOrrB1VBRFTIICN CAMMI[N9YTEBA4®IBWL eeA nie uu5euzas uoneaemrawiFmA�YxoHun 9INT£SM IEO`EGYL DRNN: L(MNIOSMTE: M9Y.Vll L /1.v11VY1, Pw Ar ssrMEBpf®1iPCu.lu vMa. Y4VY9.u14g uYEVB6& 6R�te•G CIBOT. Fr{{' GATE: Wla'Al/ � = ROiId6 V LY we naRrar5R3HARWNOpRC6CR-EFLLr/gTHB@WAl aaac: my DATE: FAX- (772) 7 LEGEND ® NEWRESTROOMAREA SIDEWALK ® PLAYAREA (RELOCATED) NOTES: t. SEE 6HEEf CA1 FORVALVE,TRENLH, PwOID ANO REUTED DETAn9. 2 SEESHEETDDZFCRTATION OPNiE mo SEC AHD PIIEm STATION PIAN AHD SECTION. BY A'PVC INIETFl :Ef PVW AND SCHLA6ANN DR 80'RIGHT OF WAY PIN C TDP EL u BOTTOM EL f6D r oEi: `E1— —W — — — �pAy LTS: 0 le, s_ie (•L�I - u q k 9 MST Au EP DF 1{wcYrATATEnLwE R '�A� 'ARK N-6 6 RERACE qq � SE FK �YAR4 5JI 2 24.54 r Aa 0 .......... STA: 10N.B2133,W B•HI•TAPING SLEEVE AND VALVE Ewsrw6aFatcE MAIN \ co- 80 I00 120 U HOPE FORCE 110 rya LA l: . _, TRENCH BBLF.D PROPGSEDREWCFRAND � I 3'HOPE FIXiCEA FORCE MAIN CROSS-SECTION ORfJE�.. jn !! VALVE I r.. -SOHUNANN I SB• IN. COVER PEI I PER ROW NSTANMHD fiTA:f0N681 (66: — — 12 tl — — — — DmAu1•DArev `E1— —W — — — �pAy LTS: 0 le, s_ie (•L�I - u q k 9 MST Au EP DF 1{wcYrATATEnLwE R '�A� 'ARK N-6 6 RERACE qq � SE FK �YAR4 5JI 2 24.54 r Aa 0 .......... STA: 10N.B2133,W B•HI•TAPING SLEEVE AND VALVE Ewsrw6aFatcE MAIN \ /JPI I FXI6TNV ATERM9N •E I I II BtPc eun mRmnc nc:cxuwm TIE TD IXISIRDB a EO b EO 80 I00 120 U HOPE FORCE 110 'III. `` DISfMQ EfU PROPGSEDREWCFRAND � I FORCE MAIN CROSS-SECTION ORfJE�.. VALVE I -SOHUNANN I SB• IN. COVER EHISTP1084JEVIANt I PER ROW NSTANMHD /JPI I FXI6TNV ATERM9N •E I I II BtPc eun mRmnc nc:cxuwm TIE TD IXISIRDB a EO b EO 80 I00 120 U HOPE FORCE 110 DISfMQ EfU PROPGSEDREWCFRAND AIABI FORCE MAIN CROSS-SECTION VALVE NOTICE TO ORAWINO HOLDER �tl '�e^^�AP^����^I^^°•^� REV16101a DRAWING RFdI1MTION NEE vrs.txEmMwLlwmwlcartecrr�mnnBLxGwN AIXMIf A1XMro WtlIIM:IpN NPBtOWFFR LF-. 16HO1W66EF0RE 01GGMG CVL IpLfItrZ rro t pLtE w OWIMt LW p[SynmN PFA nG-VRRFB CG.wiM4 FILENANEStlNIGNH BGIE: f•stil _ Sol n�to�mEFwY6nxAamFs.•�NOnA®®TBbun»i i0 WEMIW M06Ppev, 110bWYNtfW➢WPeEI® ��w" � WL/�NX 1 MWIDn Ltil FEnoevnu 6URVEYEUBY: MNOM..pYES nSwvuoFmenroECtW WunOn¢InUFLT.IM'PB<g K1M DSGN: AW MTE: 03954D IV �/y���L�e�MI = Pkd ...,AODrwanLFHrmPrwnoxoHuwaxn,�Dce®tewu e xEusLm Folc�MOTm P�mlevutmesr Nnl4P vrsrNSSIAfEDL£WL oawN LGNOOSMTE: teas-mff L�, ' 's r�FFAa.«.R+nPAunrau.GYMO®.L09S9NOFAB6A oFROvm�WG ewm: FIIP DATE: mea-mff fl 7 eAr.wxFra rFFsumeaaRnwms..uPo�ewe nemn .,t., neTo e.�..,.. FAX, YL f7 (7 72)) 77 LEGEND \\ NEWRESTROOMAREA EIECINCAL NNE _..... .._- -..._. �*TH r B clrvroTHER T" --._. _ STA:1M51.5BIti A PflNAiE LIFT mw NOTES: TOP Ei-EL 35 \- l l� �• 4•P/C INtfT FROMBNa NEW AM EIEV)e I `•�[' 1. SEESHEETC0.1 FIXE YALVE,IRENG( . 2200 \\ [;..\, AWUGECDON. n3.e. i R,�t;47 P E%IEETREUTEDDETALA SEE PUNAN SHEETCD1 25EE SXEEfC0.2 FIXt P11MPPf8l PPNEL 1 SNEETCO2 _ DEfAIL4AND PUMPBTATgN FUN \ pJI-..DIN i co- \ S R 125 LF. J 2. t) {PVC WATER AT&1L1LINE 29.OU NEW/MSI[YJ9 1 TRENCHBB MIMHNAIEs YNDPE FORCE IMM § � SE FK+T.NAILj z.n +I z• �zf...> 3490 s srN l02 tu111D_ s.� 352 24.64� r r- I',D �J CG","' INBTAu�t•¢nEnw'Nf _ '-Z2.65' UND Sj'a' 32 aSFA 1oNSM BAR f 1RENCHm LF.OFf MOPE \` - SCHUAIIANN DR IMaa s 00 ';: 0" ' RWB wm°MRW° � 80'RIGHT OF WAY"(;'_ PAVEMENT - z -�/----------B------ -I/-- `- STA 1o.Aoffi IJSDlRn — 8•aA•TAPNGSIEEV£ � ANDvavE RnvL� EwfnrTGeFaac�MAM \ TOP EL ElM aonDM EL IBD s�_ ; E — FaaDErAesl ___E___ _____ ___________________________ _____________ ------ _�`_ _..----------- _ ________________ _____II DRAMM.EGIL\ �LTITON fi0 NG PPE MV.a FR pm 3oa7` _ _T ____________________ ____ _ eFnpOX,�L OFYIATGRWALPPb--- -�� ewe stDEWN% 3S IN.COVER -..: PERRCW _ --N3�_____ ____________________ -------------------------- -- ______________ _ ____ _ FI _ _______________ _ _________________ __________ ----------- --------- ________ _ _ __________________ _________________ __________________ ___________________ __________J_________ _________-___ __-- ___________________ ___________--_____ MCFM E%19IWD tENAl4N A'DIAFlBERGlA55 ALVEYAIILT FORCE II SAND TOBEDEDAM9ED TET EXIST-- -- P DYHDPE 19f-. DD WTS ------- _______ ________-______ _______ __.__ __________ __________ __________SN ________________ _____FIyDFFMJO.BE ____ _ M MAINTAM DBTCON@ACTdf) Yii lT PROP09EDC B 2D MI 6o BD IBB 1FL HOPEFDRCE IQ Ifo IDSFMIIE LPU PROPOSEDREWCFRAND MPu! FORCE MAIN CROSS-SECTION VA' -'3E NOTICE TO DMMG HOLDER REVgp DRAYIMG D,F ATpR NEE °ObEa^FAN`'�•'��AmmMM4 /SHDURS BEFORE DIGGING alE Br oaanax FIlFNPMESfhVM.WNREdIROtWS OccaErRf. lME COxnMCld O W L ewrtltr Nom. eC RYI awvwamlamlaromxnwcnwer®.mfwetw�eawle, iO/1/uf_u.Ira�fs�m�EYA� moral, fa rDIPt-unnFamaens SGLLE f•.2D' soi islvw®rowa�erovEffn ws wEnNlOxo Rwa®fl�wrnnm I-WITYVG-Y/IO 1 osV lEo� relmaB SURVkY®RY: dNOM. XM'ES — TEwNEARNIaEdnOvnourttar. Lavuxw9[Vo1mE1® oxexnwwaor�wo;EcfwaxfNron�amucr. unrmizar,x• DB°IL L IMM: 1M 19th PIRCO, BBnna.B.MNNavrvanFN rsarrwax wNvnarinth<eiar�wu .Bh3MVEsuOELWEGYt DRWo=. LGANND.TIMM LWLyNll WEFBIOIE W9Y..wUTfEACL5B19W1.RMRYNO N%B MIAMF59BMEEND•RN mowwau,a.awt.6s.lus4.vun Ala6Fe. CYROva wl' cID.D: FIW n TE GYS3 N11 rFlorid.ire ws swu+.�meanaonisvelw�oE ne.v. e.,.. ne�F ,n.�.,,.. FAXI (TJ2) 77 Florida Department of Environmental Protection Sent via email: jconverseocityofsebastian.org CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN FL 32958 Central District 3319 Maguire Boulevard, Suite 232 Orlando, Florida 32803-3767 ATTENTION JERRY CONVERSE PUBLICS WORKS DIRECTOR Indian River County - CS Schumann Park Restroom Improvements Connected to: IRCUD/Central Regional W WTF FLA010431 Dear Mr. Converse: Rick. Scott Governor Jennifer Carroll Lt, Governor Herschel T'. Vinyard, Jr. Secretary OCD -DW -11-0329 We received the application, plans and related material for the above project. The information has been reviewed and the following items require your attention and response in accordance with Rules 62-4.055 and 62-4.070 and 62-604, Florida Administrative Code (F.A.C.): 1. Part I Subpart (5)(A) items 42, 43, 61, 63, and 64 of the application were "Xed" and an explanations of N/A was provided in Part 11 Subpart (5)(B). Please be advised that an explanation of "Not Applicable" is inadequate. In the space provided, or an additional attached sheet, give a brief (but specific) explanation for each of these items and resubmit. 2. Revise Part II Subpart (5)(A)(45) of the permit application to indicate the design complies with 62-604.400(2)(b), F.A.C. by initialing. In review of the submitted drawings, the lightning arrester detailed on sheet CD -2 satisfies the requirement. The Engineer of Record initialed Part II (5)(A)(48 & 78) indicating the design meets the required 2 feet per second scouring velocity; however based on the flows proposed, the minimum 2.0 feet per second scouring velocity will not be met in the 2 -inch and 4 -inch force mains. In accordance with Recommended Standards for Wastewater Facilities (RSWF) Chapters 42.38 and 48.1, at design pumping rates, a cleansing velocity of at least 2.0 feet per second (0.60 m/s) should be maintained. Revise the lift station design, lift station calculation (1.25 -inch diameter force main was used in the velocity calculation provided), and appropriate documentation to ensure compliance with this standard or revise Part If (5)(A)(48) of the permit application to indicate the design is not in accordance with RSWF 42.38 and 48.1 by placing an "X" in the space provided, and include an explanation in Part II (5)(B). Additionally, if a minimum scouring velocity of 2.0 ft/s is not provided, include a letter from the Utility or responsible partying stating that they will provide any additional maintenance needed in the applicable force mains, due to the lower scouring velocity. Due to the significantly lower scouring velocity proposed in the 4 -inch force main, the Department may require additional assurances if additional flows are not proposed (i.e. maintenance schedule, dates when additional flows will be added, etc). 4. Part 11 Subpart (5)(A)(50) of the permit application has been "Xed" and an explanation provided that does not address each of the seven (7) parts if item 50. Suitable shutoff and check valves shall be placed on the discharge line of each pump. The check valve shall be located between the shutoff valve and the pump. Check valves shall be suitable for the material being handled and shall be placed in the horizontal portion discharge piping except for ball checks, which may be placed in the vertical run. Valves shall be capable of withstanding normal pressure and water hammer. All shutoff and check valves shall be operable from the floor level and accessible for maintenance. Valves required under paragraph 42.5 shall be located in a separate valve pit or can be located above ground. Revise the checklist and the engineering drawings, if required, to indicate the design complies with Recommended Standards for Wastewater Facilities (RSWF) paragraph 42.5. w,vw.dep.avuleft us CITY OF SEBASTIAN OCD -DW -11-0329 PAGE 2 5. There appears to be a discrepancy between Part 11 Subparts (5)(A)(53 & 54) of the permit application and the lift station detail in the engineering drawings. The items were "Xed" indicating that the design does not comply with RSWF 42.64 and 42.71; however, Sheet CD -2 of the proposed engineering drawings shows a vent on the lift station which satisfies this requirement. Please revise by initialing each of these items to indicate that they meet the requirement and resubmit. 6. Review the flow meter requirements presented in Part II Subpart (5)(A)(61). It should be noted that suitable devices for measuring flow are required for all lift stations. If it is the design engineer's professional opinion that a flow measuring device such as an elapsed time meter would not serve a useful purpose then the design engineer is required to present adequate engineering justification in Part 11 Subpart (5)(B). 7. Revise Part II Subpart (5)(A)(65) of the permit application to indicate the design complies with Recommended Standards of the Wastewater Facilities (RSWF) paragraph 44.1. Submersible pumps and motors shall be designed specifically for raw wastewater use, including totally submerged operation during a portion of each pumping cycle and shall meet the requirements of the National Electrical Code for such units. An effective method to detect shaft seal failure or potential seal failure shall be provided. 8. Revise Part 11 Subpart (5)(A)(68) of the permit application to indicate the design complies with Recommended Standards for Wastewater Facilities (RSWF) paragraph 44.32. The motor control center shall be located outside the wet well, be readily accessible, and be protected by a conduit seal or other appropriate measures meeting the requirements of the National Electric Code, to prevent the atmosphere of the wet well from gaining access to the control center. The seal shall be located so located that the motor may be removed and electrically disconnected without disturbing the seal. When such equipment is exposed to weather, it shall meet the requirements of weather proof equipment NEMA 3R or 4. 9. Part 11 Subpart (5)(A)(70) of the permit application is initialed indicating the design complies with RSWF paragraph 44.4. Valves required under paragraph 42.5 shall be located in a separate valve pit or located above ground. Provisions shall be made to remove or drain accumulated water from the valve pit. The valve pit may be dewatered to the wet well through a drain line with a gas and water tight valve. Check valves that are integral to the pump need not be located in a separate valve pit provided the valve can be removed from the wet well in accordance with paragraph 44.2. Provide the valve pit detail in the proposed engineering drawings and resubmit. 10. Revise Part Il Subparts (5)(A)(71, 72, and 73) of the permit application and the engineering drawings to indicate the design complies with 62-604.400(2)(a)(l and 2), F.A.C., and RSWF 45, 46.423, and 46.433. At a minimum, alarm systems, emergency pumping capability, and an emergency generator receptacle shall be provided for all pumping stations. Where portable pumping and/or generating equipment or manual transfer is used, the design must include sufficient storage capacity with an alarm system to allow time for detection of pump station failure and transportation and connection of emergency equipment. 11. Revise Part II Subpart (5)(A)(76) of the permit application to indicate the design complies with RSWF 46.422. Please revise the permit application to indicate the design meets the requirement or revise the explanation provided to indicate there are no permanently installed or portable engine -driven pumps used for the project design. 12. Revise the engineering drawings to include the following items and resubmit signed and sealed drawings for the proposed lift station. a. lockable fence or otherwise designed locking mechanisms on the wet well, control panel, and valve vault, b. elapsed time meters, c. complete detail of the valve pit, including ,check and shutoff valves for each pump, along with a detail of provisions to remove or drain accumulated water from the valve pit, if it is a totally enclosed valve pit, c. an emergency pump connection in the discharge lines of the proposed lift station, d. concrete ballast weight and/or dimensions, and e. the following separation requirements. The separation notes shall include the minimum vertical and horiwntal separation between potable water and sanitary sewer mains to comply with Rules 62-604.400(2)(g) - (i), F.A.C. and 62- 604.400 (3), F.A.C. as noted below. CITY OF SEBASTIAN OCD -DW -11-0329 PAGE 3 New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity -type sanitary servers shall be reduced to three feet where the bottom of the water main is laid at least six inches above tite top of the sewer. New or relocated, underground water mains crossing any existing or proposed gravity- or vacuum -type sanitary sewer shall be laid so the outside of the water main is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. New or relocated, underground water mains crossing any existing or proposed pressure-type sanitary sewer, wastewater or storm water force main, or pipeline conveying reclaimed water shall be laid so the outside of the Coater main is at least 12 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. At the utility crossings described above, one fill length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity -or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. Please submit a complete response, in writing, to the above items within forty-five (45) days of the date of this letter. Pursuant to Section 120.60, Florida Statutes, the Department may deny a permit application if the applicant, after receiving notice, fails to correct errors, omissions, or supply additional information within a reasonable period of time. Construction of the proposed collection/transmission system without a valid permit issued by the Department is a violation of Section 403.087(l), Florida Statutes (F.S.) and subject to penalties under Section 403.161, F.S. The processing of this application will resume when all of the additional information, noted above, is received. Please refer to this letter in your response. If you want to discuss any of the items in this letter, call me at (407) 893-3315. Sincerely, Sherry Cook Permitting Engineer Domestic Waste Section Date: May 2.2011 SCC/ply cc: Steven R. Cockerham, P.E. (via email: steven.cockerhamOneel-schaffer.com ) Water ReSource Tech n logies Protectin roundwater City of Sebastian Contact: Jerry Converse Phone: 772-228-7053 Email: iconverseCa.citvofsebastian.orc Water ReSource Technologies, LLC 11221 St. Johns Industrial Pkwy North Jacksonville, FL 32246 Toll free ph/fax (877)978-4286 vschmidt@wrtllc.com Cell: 407-718-5507 Subject: Quotation for ElOne Product—Schumann Park Restroom Improvements Project Date: October 5, 2011 We are pleased to offer the following proposal for your review and consideration: WRT 36x84 Duplex Station • Fiberglass Basin: 36" x 84", 370 Gallon Capacity, Anti -Flotation Flange & Aluminum Hatch Lid Two (2) ElOne U -Series 1 HP, Wired, Single Phase, 240V pumps with integral level controls. Flex Hose Discharge with Slide Face Assembly (Comes with 2 -Year full factory warranty) SS Discharge Couplings with Flex Adapters 2" Mushroom Vent (Field Installed By Others) • 4" Inlet Hub (Field Installed By Others) Two (2) 32' Power and Signal Cables • Unit includes: One (1) ElOne T260 Duplex Alarm/Disconnect 240V Panel with Generator Receptacle, Elapsed Time Meters, and Lightning Arrestor. (Shipped loose for exterior mounting by others) 30" x 40" x 36" valve box with aluminum lid with SCH 80 PVC Ball valves, check valves, fittings, and Stainless Steel flushing port included. Freight included • Lead Time: 24 Weeks PRICE....................................................................................$10,273.12 Net Each Notes: • Prices are ex -warehouse, Jacksonville, FL. • Please review this quotation to ensure that it meets the plans. • Although WRT examines site plans thoroughly to ensure that all components are accounted for, nothing is implied that all necessary components are provided in this quote. • Pricing is available upon request if additional component are required. • The lateral line which connects the E/One station to the trunk line or force main should be 1.25" or 1.5" maximum. Use of a larger pipe is not recommended as scouring velocity of 2 fps will most likely not be attained. Terms: This quote is valid for 30 days. Terms of payment are cash, credit card, or company check upon delivery. Net 30 day terms are available with acceptable credit references. A 1.5% per month late charge will be assessed on all payments not made within agreed terms in writing. If this order is sent to collection, all legal and collection charges will be added to the responsibility of the buyer. All quotations are subject to prior sale. Any orders cancelled will be subject to a 25% restocking charge. All materials must be returned in new condition. If not, the refurbishment costs will be added to the cancellation charges. All return freight will be the responsibility of the buyer. Delivery: Lead times mentioned above. All material is stock subject to prior sale. (WRT maintains a large inventory, and if your desired product is in stock, lead time would be much quicker. Please contact us to confirm availability.) Warranty: ElOne: 24 months after installation or 27 months after delivery, which ever date happens first. Warranty is subject to Environment One Warranties. No additional warranties are expressed or implied unless done so in writing. Taxes: All local taxes will be charged to any invoice resulting from this proposal. If this order is tax- exempt, a tax-exempt form must be submitted with order. Please call with any questions; we look forward to working with you on this and future projects. Victoria Schmidt VP of Sales, Florida Water Resource Technologies, LLC Water ReSource Techniklogies Water Resource Technologies is a Company dedicated to "Protecting our Groundwater" by offering a full product line of Waste Water Disposal Equipment. We are also a full Service Company with installation capabilities and Technicians On Call 24/7 for any Emergency Service. Our Products include Sewer Equipment: Grinder Pumps for Low Pressure Sewers; Submersible Centrifugal Sewage Pumps for Lift Stations; SCADA (Supervisory Control and Data Acquisition) Equipment and Controls for Monitoring and Operation; Air Release Valves and many other Accessory Items. Septic Equipment: Effluent Pumps for Septic Systems; Plastic Tanks / Basins / Pumps Chambers; Controls; Alarm Systems and many other Accessory Items. Drainage Equipment: Pipe; Valves; Fittings and Filters. Field Service: Delivery; Installation; Start Ups; Trouble Shooting and On Site Repair from our fully stocked Service Trucks. Sewer Equipment Low Pressure Sewer Grinder Pump Station Submersible HGOULDS PUMPS Sewage Pumps Ntsoo Horsepower Submersible Non -Clog GRUNDFOS00 Pumps Satellite Telemetry SCADA Systems Sewer Vent Solutions Curb Stops, Water Flushing R e S o u r c e Connections , Air Technologies Release Assemblies, Pump Protecting". ' roundwater Stations/ Storm Water Pump Stations Water Resource Technologies Field Service • 24/7 Emergency Service • Delivery • Installation • Start Ups • Trouble Shooting • On Site Repair • Pump Rebuilding Water Resource Technologies Contact Information Jacksonville 11221 St. Johns Industrial Parkway N Jacksonville, FL 32246 Toll Free Phone/Fax 877-978-4286 Ph: 904-928-0700 Fax: 904-928-0790 24 Hour Emergency Hotline: 1-877-978-4286 a' n ro to a cjo� F� Fg" FT :E F All u rR cl Pi m Frl i � c GO � a a Q m rl R M PF N R ' i e" WATER RESOURCE TECHNOLOGIES a a 'c P Et;t{ra oGt[S ---- • 11221 Si. JOHNS INDUSTRIAL PKWY NORTH 4: ti 3 LY I'LE X Gii.'.NDER PfS0K1oE. _� _j JACKSONVILLE, FLORIDA. 32296 30' R Ei4" — PHONE: 904928-0700-FAX_909-928-0790 c /=1" � c�C-i-- ciT7c S E R I E S Patent Number. 5,439,180 Discharge data includes loss through check valve, which is minimal. NA0055P01 General Applications The E/One Upgrade grinder pump is engineered to fit into virtually any grinder pump wet well. Universal design allows easy drop-in conversion, ready to connect. The Upgrade is a complete replacement for all of the troublesome components of a centrifu- gal, including the old unit's slide rails, pump/motor, float switches, piping and motor control devices. General Features All solids are ground into fine particles, allowing them to pass easily through the pump, check valve and small - diameter pipelines. Even objects not normally found in sewage, such as plastic, rubber, fiber, wood, etc., are ground into fine particles. The grinder is designed not to jam and for minimum wear to the grinding mechanism. The Upgrade comes complete with a self-contained level control system, eliminating troublesome float switches. The grinder pump is automatically activated and runs infrequently forvery short periods. The annual energy consumption is typically that of a 40 - watt light bulb. The 1 1/4 -inch slide face discharge connection is adaptable to any exist- ing discharge piping. The internal check valve assembly located on the grinder pump is cus- tom-designed for non -clog, trouble-free operation. Units are available with a number of discharge hose lengths to accommo- date a wide range of existing tank depths. Operational Information Motor 1 hp, 1,725 rpm, high torque, capacitor start, thermally protected, 120/240V, 60 Hz, 1 phase Discharge Connections Pump discharge terminates in 1 1/4 - inch female solvent weld fitting; threaded adapter is supplied and discharge can easily be adapted to 1 1/4 -inch MPT. Discharge 15 gpm at 0 psig 11 gpm at 40 psig 7.8 gpm at 80 psig Overload Capacity The maximum pressure that the pump can generate is limited by the motor characteristics. The motor generates a pressure well below the rating of the piping and appurtenances. The auto- matic rest feature does not require manual operation following overload. / E/ONE EQUALIZE ® SUPPLY CABLE ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) DISCHARGE /SLIDE FACE QUICK DISCONNECT LIFTING HARNESS (NYLON) _ CHECK VALVE/ ANTI-SIPHON VALVE / (NORYL) 0 SENSING BELL / SS STAND V� NSF 5� LNT GAE 04/24/07 UPGRADE DR BY CHK'D DATE ISSUE SCALE GRINDER PUMP Issm SEWER SYSTEMS UPGRADE FEATURES NA0055POI 1-1/4 DISCHARGE SLIDE FACE QUICK DISCONNECT 0 .50 SUPPLY POWER CABLE 0 2.0 J 0 0 Q) ALARM ® 25.84 Q) ON 0 31.52" OFF 17.84 13.84 2.9 �013.0� 13.1-► & NSF CIP CTT I 06/27/07 A DR BY I CHK'D I DATE ISSUE I SCALE UPGRADE mmm GRINDER PUMP DIMENSION SHEET, UPGRADE NA0055P02 1" SCH 80 PVC PIPE SLIDE FACE TOOL 1" MNPT THREADED COUPLING (BY OTHERS) (ATTACH TO SLIDE FACE) TO REACH TOP OF TANK :SLIDE FACE TOOL CONNECTION HUB 1-1/4" DIA FLEXIBLE HORIZONTAL (1" MNPT) HOSE AND STAINLESS STEEL FACTORY INSTALLED PERMANENT HOSE CLAMPS SLIDER, VALVE SHUT-OFF STRAIGHT -THROUGH 1-1/4" FEMALE SLIDE FACE ADAPTER SOLVENT WELD PVC SLIDE FACE VALVE AND RECEIVER 1-1/4" MALE SOLVENT EXISTING WELD BY 1-1/4" MNPT DISCHARGE EXISTING ADAPTER (INCLUDED) FITTING DISCHARGE (FIELD INSTALLED) LINE EXISTING STATION WALL upc(9 U� NSF Sp ASME A112.3.4 SGS CAH 06/27/07 -�SCALE DR BY CHK'D DATE ISS SLIDE FACE ASSEMBLY USING HORIZONTAL SLIDE FACE WITH RIGID PIPING NOTE: HEIGHT OF DISCHARGE CENTERLINE FROM TANK SEWER SYSTEMS BOTTOM MUST BE KNOWN WITHIN 2 FEET TO UPGRADE DISCHARGE DETAIL PROPERLY ORDER THIS OPTION RIGID PIPE WITH HORIZONTAL SLIDE FACE NA0055P08 CITY OF SEBASTIAN ATTENTION FINANCE DEPARTMENT 1225 Main Street Sebastian, Florida 32958 ' Tel: (772) 589-5330 Fax: (772) 589-5570 Maxwell S. Son Plumbing, Inc. 920 Truman Street Sebastian, FL. 32952: PURCHASE ORDER # IMPORTANT PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING NOTICES, BILLS OF LADING, PACKAGES, PACKING LISTS, INVOICES, FREIGHT BILLS AND CORRESPONDENCE CONCERNING THIS ORDER. TAX EXEMPT #41-04-012831-54C City of Sebastian 1O0 Veterans Memorial Way Sebastian, FL. VENDOR: IF PRICES WHICH APPEAR ABOVE ARE NOT CORRECT CALL PURCHASING AGENT AND DELAY FURTHER ACTION - TENDING 1,PYI&CE3 } ^cC_ i'sitior .. ..- .. DESCRIPTION/PART NO. O01 instal2aaticn :_f lift station for i.Ou 14950.00OD0 14,950.00 schLamann restroom Each 320151-606930-00921 14,22E s L i SE I TL F To . 1 14, 950.uO HOME OF PEE CAN t LAND ACCOUNT NUMBER AMOUNT - PURCHASING AGENT VENDOR CITY OF SEBASTIAN ATTENTION FINANCE DEPARTMENT 1225 Main Street Sebastian, Florida 32958 ' Tel: (772) 589-5330 Fax: (772) 589-5570 PURCHASE ORDER # (0006748-00 FY 2012 Paoe Numbers 1 IMPORTANT PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING NOTICES, BILLS OF LADING, PACKAGES, PACKING LISTS, INVOICES, FREIGHT BILLS AND CORRESPONDENCE CONCERNING THIS ORDER, TAX EXEMPT #41-04-012931-54C ra;:well 8. San r L-Mnl :C„ '--rf_. City of Sebastian 920 Truman Strr-_ t 100 Veterans-remorial Way Sebasl-.ian, �L .r1'.9`;F' • Se1J-aS'b 1..l.n. ,._. VENDOR: IF PRICES WHICH APPEAR ABOVE ARE NOT CORRECT CALL PURCHASING AGENT AND DELAY FURTHER ACTION _PENDINGNYGICE SC: C:6a:,7 QM DATE VENDOR DATE ORDERED NU REQUIRED .. DEPARTMENTILOCATION DRATNAFSE/r IF"_ I. DR DESCRIPTIONIPART NO. OTK COST EA. EXT. PRICE 001 supply and install drain lines for 1.00 2148.000)0 2,148.00 new restroom to accomodate fixtures Each 320151-6' `6930—C092:L 2 4TL { Tot l 2,148.00 ---------------- HOME OF PEL CAN ( LAND ACCOUNT NUMBER AMOUNT L- ' \[,,,/f // IlfhCHASING AGENT b -C UP EA WA L. T S11 14, K 1 4_ _4 z do 7 ai I E_ -L --VIE 5 1 r I .11 NEW U I Yd .5 '_� i I i ONE NNW inmm�ismiiimiimm [IME mm ■ Mil I Milii EMS moi. III.I Emmmi Ilii MiiE-1 11mmj iii® — ~ �T.a�nc6ril.i..yaG ftu=d.;.�c� I I I _ _ 1 I f _ - ■ i T- - 1 1 i a� I Emmmi Ilii MiiE-1 11mmj iii® — ~ �T.a�nc6ril.i..yaG ftu=d.;.�c� ■ -4-F tol C 17� 16 71- City of Schumann Park Re: JIM HILL MAYOR DON WRIGHT VICE MAYOR ANDREA B. COY COUNCIL MEMBER RICHARD H. GILLMOR COUNCIL MEMBER EUGENE WOLFF COUNCIL MEMBER ALFRED MINNER CITY MANAGER LOCATION MAP N iGI6 HTp� PCG:. 1-800.03T-4770 INDIAN RIVER a HOME OF PE LOCATI Engineering By: III_ NEEL- 1201 19th Vero Bea Phone: (772) 770-4 CA oebastian hotroom Improvements OUNTY, FLORIDA MAP iCHAFFER I.. can build upon face, Suite A-101 , Florida 32960 07 FAX: (772) 770-4640 0008556 11 SHEET INDEX 11 1 COVER SHEET 2 SITE PLAN- FORCEMAIN CONNECTION 3 PROPOSED RESTROOM IMPROVEMENTS 4 BUILDING CONSTRUCTION DETAILS CD 1 IRC - MISCELLANEOUS DETAILS CD2 LIFT STATION PLAN AND SECTION FRANK T. WATANABE. P.E. FLORIDA DA REG. No. 6eTJ5 REVISED: AUGUST 2011 REVISED: JUNE 2011 REVISED: MARCH 2011 REVISED: NOVEMBER 2010 ISSUED: AUGUST 6, 2010 Project Number: NS.07985.001 LEGEND ® NEW RESTROOM AREA SIDEWALK ® PIAV AREA (RELOCATED) ® NEWG 80 AREA NEW z WIWR RENWEn1EPIADE EIECIHIG1uEE - seDEWALK FF.E.15A1 NOTEE: TFREL1nL0YpVC66ETFROMBLDG t.$EE SHAH ntt FOR OETMLTRENpI. 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DPEOUCERAND MNN FORCE MAIN CROSS-SECTION VALVE NOTICETO DRAWING HOLDER wtwrlultraROMxnmsun WpeewpEswcw vmMxmE9F F liEE0xI0.E41gpNLLCpNMCFMIELSCIWFER MC.Ep1 ?B HOURE BEFOREDpGWO REVISIONS pRAWTNG INFORNAnON ���_ NE p_ DaII yr p�ygPlFPy FiEHAMEdUI• UWMI WWIRi0E01OMFIW.KEtdWVRANC.IEPENYTER nOE fX[frAL iPf£ 1 NN/Aff LW 1C.YlYIK$WPrtNIJ 8GLE piC19 tIEONEEAFw IOraECxm$Hg1ECEaq�Y,ET1Iz[Mµyp9pAp lFyplp MIXtOCIdeaPTPPID.¢fMdl.wYOTRFnnM.Fti. '��� Z�(�no PEVWn Ru 9uRVEYEDBY:cw E. XMIES '-M _=10 un MAE6Rtl NMaaamww..mmex.xwocly,aE.a�nnw,Fr,.EMwII.Em.RIMa MGN. F DATE: 11 120119th Plac! 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PROPOSED RESTROOM IMPROVEMENTS Suite A-100 Vero Beach, SCHUMANN PARK sxsET xureRPR: '0 PM (772) 770-4707 SEBASTIAN, FLORIDA p '0-4640 CA00008556 MT '0-4640 North IV (H/C) DETAIL (ADA) HANDICAP LAVATORY DETAILS /� f/�XF4,101FA o HODM Gftw(" 111_ NEI 98 URS BEFORE 1GOwG �.p, wrt n cOfMr ElEN4A1FSCM4WM'/ESIflOJMS oscR: my DAM oe MLI 1201 191h Place 94W9MNE8FAIE ME C4L W1WN: (CMMAS MIE AYM"Nfl rslmnA ncwee Forlda 029 s� Fnim 1' IIIIIIIIIIIII�IIIIIII�� North IV (H/C) DETAIL (ADA) HANDICAP LAVATORY DETAILS /� f/�XF4,101FA o HODM Gftw(" 111_ NEI 98 URS BEFORE 1GOwG �.p, wrt n cOfMr ElEN4A1FSCM4WM'/ESIflOJMS oscR: my DAM oe MLI 1201 191h Place 94W9MNE8FAIE ME C4L W1WN: (CMMAS MIE AYM"Nfl rslmnA ncwee Forlda 029 I-SCHAFFER lotion. You can build upon Suite A-100 Vero Beach, 0 PH: (772) 770-4707 0-4640 CA00008556 NEWIJ'wAME E North GRAPHIC SCALE oEMM Ewsnxc eu¢mNa 1 LEGEND ® NEW RESTROOM AREA SIDEWALK ® PLAVAR MELD TED) NEWGAZEBOAREA DESIGN CRITERIA caAEArfuEUSHnnnmAHUAHIccmEAwlla ewvlt:5le+ru Aosewal Ia MFHwSomr<LOTIe mmaaAwocaoE _'_ •1 e. wcwtovea laSxNnsrc.Alap IAI.N6/SESr ILEI HI INFpRAMEEFAC2h IA BIAfAN6 GROg1Y:ll Cj WINO EINBURE 4YE00flY:8MVNGXO FtOwwaurtpwOCOOE auFuEsuENflulEarrox OI HLIENMt RESSOPE EOFFfIGEM:14061E1E0 WMOtCW LCBFXIENI9 OCp NL ANG.E441NnX10N Ep6 01B IEMCLOSEOI u9 R50 PARIMLLY EM'LOSEOBUILOINO SrNVCNPESIEHQOSEOeVRIMNOOPB.H165pRE flAOiEClEO FPCM iLYWO LBWS HY ZYVREIIH OP tlUµT 4LVS EI �BnN WIIN VXE95WE WMMNEMSANOfIIgNXG: USFSF GENERAL NOTES .V 11E WlIIULICfl6io VFNFV AUEZIHFw6CCNP11M6wirWWiofAH A11CNµp5rA1RKCVI45X6G1YJXMU ro RnnEer Aen N.HnuNut TXE eoralwe.aN.NortsmMn.u,No HIMFFERlOT1E.WI.1f1ECNW.LpUMKSFOfl El1pFEHPgN9 ML WpGIEO.wttdYENHIQWLp5f.11FP/JII.Y FIX00 pIM HiXUCFIAIXIXUW1,g9wWlBECPYl110UE0HY iXEdNEX51CN91KXGlEO UNTR AR[IHIECIURw dUwIxOS.fUX1XEX VENFI WTIIALHIEC'i. CIFORMCVIXFMONIUSECU ONEbI.W EWV T.PFMMr MAVUFPCN INSIRUCIICXSUM1lES51Np DELSEYrMl1EIN TIE COMSIXUCIWII SOCIIYFMS. 0)IF2EENEFPLCpIlXAC1pR61VLL Alin TIE5.YVllN1Ai 1MEJO6NiE ACWRFN1KPNOVEU S[IUF WFtlUY 5. E)REFFAm KM1ELiWAL YECIMISCV,E1EClRIGL/M FLWRMOpU1Y➢XtS spi CPE 1.uEEVF.S.EICFpTwgAN W TESTo.c. SIUWYICS. PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA NS.07985.001 SHEET NUMRER: 3 M TYPICAL WALL SECTION brrs .M� P51 CttK: E'E I nrnrmiur. rwci f'S4'v.\ �SB410GN3 i $TLW 41M1.1'y.rfislR. v MC r.ME A r.ME MJiP&P P/FIi:LAI MaB1 W1nO Fw[e eeeleyp P SMye wSluke [W. 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PUMP 1 3.5 HP 13.7 FLA W.M.) LARGEST HP -2L LARGEST FLA '3L TOTAL FLAa?a mrtr flAixc 10 M Ar zio Mc MAT ltN "m 1Wi MRM - ]5C LW x r P, mP IZI P=mPw PMS 41 uu LRJ w W P=sa. A f�il�5 DEAD FRONT FRONT VIEW rz va . 24' X 20' X 10' NEMA 4X I• PMS 41 uu LRJ w W P=sa. A BACK PLATE FRONT VIEW DEAD FRONT FRONT VIEW rz va . 24' X 20' X 10' NEMA 4X STAINLESS STEEL W/INNER DOOR 3 - POINT LATCH W/ HANDLE ON OUTER DOOR PAD LOCKABLE %TION PANEL L-SCHAFFER "'— '"" `"" b""d .P^^ LIFT STATION PLAN AND SECTION PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK MCM NS.o7985.001 e, SuRe A-100 Veto Beach, aMFkTMUMBFA: so PH:( -------- SEBASTIAN, FLORIDA CD -2 MAXWELL & SON PLUMBING. INC. James R. Maxwell State Certified Plumbing License #CFCO26551 State Backflow License#TO1-12-8772 920 Truman Street Sebastian, FL 32958 DATE: 1-23-2012 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 JOB: Schumann Park - Lift Station Project Telephone 7721589-1630 Fax 772/589-1370 www.maxwellpiumbing.net james@maxweliplumbing.net Proposal #012312-1 We herby submit estimates and specifications to install a commercial Lift Station and connect to force main: Tap to existing 8" force main located along Schumann Drive which will include: 1- 8"x4"stainless steel Tap, sleeve, and flange. 1- 4" MJ RW tap valve. 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. Supply and install sewer pipe from lift station to tap with underground jack and bore to connect with sewer force main which will include: 1- 4" HDPE force main piping. 1- 4" MJ gate valve 1- 4"x 2" MJ plug 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. 1- 2" HDPE sewer pipe. 1- DET sewer tape. 1- 6 gauge copper wire stranded green. 1- 4" DIPS MJ adapter w/ kit. MAXWELL & SON PLUMBING, INC. James R. Maxwell State Certified Plumbing License #CFCO26551 State Backflow License#T01-12-8772 920 Truman Street Sebastian, FL 32958 Telephone 772/ 589-1630 Fax 772/589-1370 www.maxwellplumbing.net james@maxweliplumbing.net Proposal #012312-1 Supply and install water line for lift station wash down which will include: 1-1/4" sch40 PVC pipe and fittings. 1- 3/," Wilkins 975XL reduced pressure back flow preventer. 1-3/4' Hammond hose bib. 1 -Test 8, certify backflow preventer. Backfill trenches and bring all affected grounds to grade which will include: 1- Backfill with machinery. 1- Back fill and grade by hand. 1- Supply and install sod as needed. Install a waste water lift station which will include: 1- Concrete ballast to secure basin. 1- Test all systems. *OPTION TO SUPPLY LIFT STATION PACKAGE 2- ABS submersible pump, Model PIR-S20/2W 2 HP, 230 Volt, 60 Hertz, 1 Phase, 10.8 FLA, 146mm impeller, 1-1 /4" discharge and 30' power cord. 1- 36"x 84" fiberglass basin with 2" sch80 PVC piping, external valves and aluminum lid with access hatch. 1 -Fiberglass valve vault, with internal brass check valves, sch80 PVC ball valves, aluminum lid and access hatch. 2- 3/16" x10' 316 Stainless steel lifting cables. 1- 6" cast iron inlet hub. 4- Float Switches with 30' cables. 1- Duplex Control Panel, Per ABS/DEP Specifications, with Nema 4x FG Enclosure. *Electrical Power to supply control panel to be supplied by others. *All fees, permits, engineering, and surveying are are to be paid by City of Sebastian. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 7721589-1630 State Certified Plumbing License #CFCO26551 Fax 772/ 589-1370 State Backflow License#TO1-12-8772 www.maxweliplumbing.net 920 Truman Street james@maxwellplumbing.net Sebastian, FL 32958 Proposal #012312-1 Installation of Waste Water System Labor & Material Total $ 17,200.00 Optional Equipment Total $ 13,477.00 We propose to furnish materials and labor in accordance with the above specifications, for the sum of: $ 30,677.00 THIRTY THOUSAND SIX HUNDRED SEVENTY SEMEN DOLLARS. Authorized signature: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date: Signature of Acceptance: Note: This proposal may be withdrawn by us if not accepted within 30 days. Our workers are fully covered by Worker's Compensation insurance. All certifications available upon request. Maxwell & Son Plumbing will use due care in the process of this installation, however we are not responsible for the replacement, repair, or patching of any concrete, asphalt, stucco, drywall, paint, wall covering, tile, carpeting, floor coverings, sod, or landscaping affected by the necessary process of installation unless stated in this proposal. Grinder Pump, Duplex, 2 HP, Height 72 In - Grinder Pumps - Sump, Effluent and Sewag... Page 1 of 2 LIBERTY Grinder Pump Duplex 2 HP Height 72 In Pumps> Sump, Effluent and Sewage Pumps> Grinder Pumps Pelle, se nhen oft.wino I Bryn Ow I HO, :ones✓; I r mi a EPnno, 1 - can Conbire: 10! nems Enter keyword or part number Grinder Pump System. Duplex, 2 HP. Switch Type Float. Voltage 208-230, 15 Amps, Height 721n.. Dia 44 In., Cord Length 25 Ft. Discharge NPT 2 In. Shaft Seal Silicone Candace, Max. Head 106 Ft, Max. Tamp. 140 F, i Phase, Includes Alternating Contra! Panel Grainger Item# 1OV137 Your Free (ea.) $8,999.10 Brand LIBERTY Mfr. Model# D3672LSG20248 Ship Dry. 7J 1 Sell Cry. (WO -Call) 'y1 1 Ship Weight gbsJ 545.0 Item ships within 6 Availability, business days from manufacturer_ Catalog Page No. N/A Country of Origin USA !Country al Orel. I. ublM bcnmpa.t See Nates d Freemasons for important safely information. D Enlarge Image This item is approved for your organization's wstom catamig 'I QNF— r- Add Grainger Tnpi,Guara repair 8 replacement coverage' s' for $1 10900 each v1.naea :o Amy Hu!am an 1 m,lin cictl r1hi`li Oros ,NPT mi.l : shslis.rl On Pnml in) GPM of wa:e, rd 5 n.0 Dene 41 U M itldm. eJ F! vl Pnae (InN!nr Wdl.., 11 nti'iC l'I al Pnee4 - OPMfr'.N11lr�i:ifF: it Hneil LPFI JrIY•leep. 3P r"Irt.' a Pea HPI.: P.nannn TYW ,.11.1 et5;arir a M Sldl z1Z - QPM OI Nwl 9la Fl. vl it GPM of tc l.r 426 FI. 011euu GPM of Weler #25 FI..1 !fobo GPM ar water 4y` 3a F1. n1 Iraan GPM n(wa!er Ab FL of Hnarl - CPM W Walsr 4:' F't of H•ee lNM u, Watr.i It Pe Pl.'�r none ::PM:e WSVn rp. IIIC Fl vl nanJ :+In1112r - Q View Printable Page Raiurn To Tor, Customer Service Order Support Company Information Online Resources services .Newsletter Signup https://www.grainger.com/Grainger/LIBERTY-Grinder-Pump-System-1 OV 137?Pid=search 1/5/2012 Grinder Pump, Duplex, 2 HP, Height 72 In - Grinder Pumps - Sump, Effluent and Sewag... Page I of 3 raa rnsoxts wxocsrn oast v r PRODUCTS RESOURCES SERVICES WORLDWIDE REPAIR PARTS Enter LIBERTY Grinder Pump, Duplex, 2 HP, Height 72 In Pumps > Sump, Effluent and Sewage Pumps > Grinder Pumps Grinder Pump System, Duplex, 2 HP, Switch Type Float, Voltage 208-230, 15 Amps, Height 72 In., Dia. 44 In., Cord Discharge NPT 2 In., Shaft Seal Silicone Carbide, Max. Head 106 Ft., Max. Temp. 140 F, 1 Phase, Includes Altemati Grainger Item # 1 OV137 Price (ea.) $9,999.00 Brand LIBERTY Mfr. Model # D3672LSG202-48 Ship Qty. O 1 Sell Qty. (Will -Call) 12) 1 Ship Weight (lbs.) 545.0 Item ships within 6 Availability A business days from manufacturer IJ Catalog Page No. N/A Country of Origin USA (Country of Origin is subject to change.) See Notes & Restrictions for important safety information. Qty.F-- 16 Enlarge Image rr Add Grainger Trri, 1 i�p'r M '. 1�■yleGuard® repair & replacement coverage I] for $1,109.00 each. l ,, r I r [r: Y Price shown may not reflect your price. Sign in or register. Tech Additional Compliance Required Optional Alternate Specs Information & Restrictions MSDS Accessories Accessories Products Item Type HP Switch Type Voltage Amps Height (In.) Dia. (In.) Cord Length (Ft.) Discharge NPT (In.) Shaft Seal Grinder Pump System Duplex 2 Float 208-230 15 72 44 25 2 sic http://www.grainger.com/Grainger/LIBERTY-Grinder-Pump-System-1 OV 137?Pid=search 1/5/2012 Page 1 of 1 Jerry Converse From: Frank Watanabe [frank.watanabe@neel-schaffer.com] Sent: Tuesday, April 24, 2012 1:43 PM To: Jerry Converse Cc: Linda Kinchen Subject: Schumann lift station Finish Floor Jerry, Per our conversation, the Schumann Restroom Plans do not show the finish floor elevation. Sorry about that. However, we do have all the existing elevations, so the finish floor elevations should match the existing sidewalk elevations for the north. Restroom Finish Floor elevations: • Northwest corner Elev.= 25.41 (matches existing sidewalk shown on plan) • Northeast corner Elev. = 25.59 (matches existing sidewalk shown on plan) • Southwest corner Elev. = 24.91 • Southeast corner Elev. = 25.09 • Lift Station Elev.= 24.52 Hope this helps. I will add this to the plans and have revised construction plans with Finish Floor elevations. Frank Watanabe Neel -Schaffer, Inc. (772) 770-4707 4/24/2012 RELIABLE SEPTIC & SERVICES P.O. BOX 1116 VERO BEACH, FL. 32961 PHONE # (772) 562-4242 FAX # (772) 567-7183 I MAILING ADDRESS: I CITY OF SEBASTIAN 1225 MAIN STREET SEBASTIAN, FL 32958 EMAIL TO LINDA: lkinchen©cityofseb:utim.org ESTIMATE DATE: ESTIMATE# 10/25/2011 16155 JOB ADDRESS: SHUMANN PARK RESTROOM FACILITY CITY OF SEBASTIAN JOB ADDRESS: CITY, STATE, ZIP HOME PHONE# OTHER PHONE# SHUMANN PARK SEBASTIAN, FL 32958 228-7052 LINDA ITEM DESCRIPTION QTY. COST Total INSTALL PUMP INSTALL ABS -.%g HP DUAL GRINDER PUMP LIFT STATION WITH 32,883.00 32,883.00 ALL AMMENITIES AS PER PLANS INSTALL PUMP INSTALL DUPLEX CONTROL PANEL WITH STAINLESS STEEL ENCLOSURE WITH ALL FDEP FEATURES INSTALL INSTALL VALVE PIT WITH ALL PIPING AND ACCESSORIES PER PLANS INSTALL INSTALL APPROXIMATE 86 L.P. OF 2" HDPE FORCE MAIN FROM LIFT STATION TO SCHUMANN DRIVE INSTALL INSTALL 4"X2" GATE VALVE WITH 24"X24"X6' CONCRETE PAD AS PER PLANS INSTALL INSTALL 80' X 4" FORCE MAIN UNDER SCHUMANN DRIVE INSTALL CONNECT AND INSTALL 4" FORCE MAIN TO EXISTING TAP LOCATED ON EXISTING 8" FORCE TO BE LOCATED BY THE CITY PAYMENT BY: CHECK CASH_ VISA OR MCN NAME ON CARD: ADDRSS ON CC: EXP ZIP CODE AMOUNT Total $32,883.00 SIGNATURE -,POSIT OF 50% IS DUE UPON SIGNING OF THIS PROPOSAL. BALANCE DUE ON NON SUFFICIENT FUNDS CHARGE OF 530.00 WILL BE APPLIED TO YOUR BI LL, IF YOUR CHECK IS RETURNED. WiS We know how waterworks TO: City of Sebastian ATTN: Jerry Converse PHONE 772-633-0897 WORKSHEET QUOTE: 100223-1JS FROM: John Scott 1099 DATE: July 23, 2010 QUOTE: 100713-6JS(RE V ISED) FAX: 772-228-7053 SUBTOTAL Email: 0 DISCOUNT QTY DESCRIPTION LIST EA EXT LIST $10,747.00 PIR-S26/2W submersible pumps, 3.5hp, 230v, 1 -ph , 60hz, 13.70a's, 143mm IMP ,to Buyouts 2 provide:23gpm@109'tdh (primary) 53gpm@77'tdh(sewndary) with 30' power cords $2,635.00 $5,270.00 1 36" X 84" FG Basin, with 2" Sch 80PVC Piping, with external valves $6,133.00 $6,133.00 $300.00 Fiberglass Valve Vault with aluminum lid and 2" PVC SCH 80 piping and valves with 3" camlock, $3,143.00 START-UP I $3,950.00 $3,950.00 2 Lifting cable 3/16", type 316SS, 7' foot in length. 1 6" inlet hub cast iron (shipped loose) 4 Float Switches with 30 foot cable. Part # 3210180 I Duplex Control Panel Per Project Specs, NEMA 3Rtype , with SS enclosure SUBTOTAL $15,353.00 DISCOUNT 0.7 CONTROL PANEL $2,200.00 TOTAL $10,747.00 BASIN ASSEM Buyouts $3,143.00 TOTAL BUYOUTS $2,200.00 Warranty Support $215.00 MARGIN 0.3 FREIGHT $300.00 BUYOUTSNET $3,143.00 START-UP $300.00 GRAND TOTAL $14.993.00 MAXWELL & SON PLUMBING, INC. James R. Maxwell State Certified Plumbing License #CFCO26551 State Backflow License#TO1-12-8772 920 Truman Street Sebastian, FL 32958 DATE: 1-23-2012 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 JOB: Schumann Park - Lift Station Project Telephone 772/ 589-1630 Fax 772/589-1370 www.maxwellpiumbing.net jcimes@maxweliplumbing.net Proposal #012312-1 We herby submit estimates and specifications to install a commercial Lift Station and connect to force main: Tap to existing 8" force main located along Schumann Drive which will include: 1- 8"x4 "stain less steel Tap, sleeve, and flange. 1- 4" MJ RW tap valve. 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. Supply and install sewer pipe from lift station to tap with underground jack and bore to connect with sewer force main which will include: 1- 4" HDPE force main piping. 1- 4" MJ gate valve 1- 4"x 2" MJ plug 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. 1-2" HDPE sewer pipe. 1- DET sewer tape. 1- 6 gauge copper wire stranded green. 1- 4" DIPS MJ adapter w/ kit. MAXWELL & SON PLUMBING, INC. James R. Maxwell State Certified Plumbing License #CFCO26551 State Backflow License#TO 1 - 12-8772 920 Truman Street Sebastian, FL 32958 Telephone 772/ 589-1630 Fax 772/ 589-1370 www.maxwellpfumbing.net james@maxwellplumbing.net Proposal #012312-1 Supply and install water line for tiff station wash down which will include: 1- 3/4" sch40 PVC pipe and fittings. 1- 3/4" Wilkins 975XL reduced pressure back flow preventer. 1- 3/4' Hammond hose bib. 1- Test & certify backflow preventer. Backfill trenches and bring all affected grounds to grade which will include: 1- Backfill with machinery. 1- Back fill and grade by hand. 1- Supply and install sod as needed. Install a waste water liff station which will include: 1- Concrete ballast to secure basin. 1- Test all systems. *OPTION TO SUPPLY LIFT STATION PACKAGE 2- ABS submersible pump, Model PIR-S20/2W 2 HP, 230 Volt, 60 Hertz, 1 Phase, 10.8 FLA, 146mm impeller, 1-1/4" discharge and 30' power cord. 1- 36"x 84" fiberglass basin with 2" sch80 PVC piping, external valves and aluminum lid with access hatch. 1 -Fiberglass valve vault, with internal brass check valves, sch80 PVC ball valves, aluminum lid and access hatch. 2- 3/16" x10' 316 Stainless steel lifting cables. 1- 6" cast iron inlet hub. 4- Float Switches with 30' cables. 1- Duplex Control Panel, Per ABS/DEP Specifications, with Nema 4x FG Enclosure. *Electrical Power to supply control panel to be supplied by others. *All fees, permits, engineering, and surveying are are to be paid by City of Sebastian. Page 1 of 1 Jerry Converse From: Victoria Schmidt [vschmidt@wrtllc.com] Sent: Sunday, March 04, 2012 7:47 PM To: Jerry Converse Cc: frank.watanabe@neel-schaffer.com Subject: Schumann Park project - references Hi Jerry, Thank you for your call on Friday. As discussed, here are some municipal and commercial references Please call me if you have any questions! Municipal: St Johns River Utilities Randy Meyers/Utilities Director Cell# 352-455-3449 City of Bushnell mak_ Bruce Hickle/Utilities Director %� Office#: 352-793-8012 Commercial: Kent Mahnensmith SOS Septic 321-288-7943 Lee Lindsay Lindsay Plumbing Office: 407-628-1980 Joe Weber JD Weber Office: 386-677-7404 Victoria Schmidt Vice President, Sales Water ReSource Technologies Southeast Operations C: 407.718.5507 0: 877.978.4286 F: 877.978.4286 www.wrtllc.com 3/5/2012 MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 7721589-1370 State Certified #CFCO26551 www.maxwellplumbing.net 920 Truman Street james®moxwellplumbing.net Sebastian, FL 32958 Proposal #090611-1 DATE: 9-6-2011 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 JOB: Schumann Park - Lift Station We herby submit estimates and specifications to install a commercial Lift Station and connect to force main: Provide Surveying which will include: 1- Design and Permitting. 1- Pre -construction Meeting and Shop Drawings. 2- Inspection and certification to IRCDUS and FDEP. 1- Survey route, building location, and set benchmark. 1- Stake out. 1- As -built. Supply and install a private owned lift station which will include: 1- ABS Model PIR-S20/2W submersible pump with 1-1 /4" discharge 2 HP, 230 Volt, 60 Hertz, I Phase, 10.8 FLA, 146mm impeller, with 30' power cord. 1- 36"x 60" Fiberglass Basin Package Lift Station with 1-1/4"" Sch80 PVC piping and internal valves and aluminum lid with access hatch. 1- 3/16" x10' 316 Stainless steel liffing cables. 1- 6" cast iron inlet hub. 3- Float Switches with 30' cables. 1- Duplex Control Panel, Per ABS Specifications, with Nema 4x FG Enclosure. Tap to existing 8" force main located along Schumann Drive which will include: 1- 8"x4"stainless steel Tap, sleeve, and flange. 1- 4" MJ RW tap valve. 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 772/ 589-1370 State Certified #CFCO26551 www.maxwellplumbing.net 920 Truman Street james®maxwellplumbing.net Sebastian, FL 32958 Proposal #090611-1 Bore under Schumann Drive with sewer force main which will include: 1- 4" HDPE force main piping. 1- 4" MJ gate valve 1- 4"x 2" MJ plug 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. Supply and install sewer pipe from lift station to tap which will include: 1- 2" HDPE sewer pipe. 1- DET sewer tape. 1- 6 gauge copper wire stranded green. 1- 4" DIPS MJ adapter w/ kit. Abandon existing septic system which will include: 1- IRC environmental Health abandonment permit. 1- Abandon septic system and back fill. Supply and install water line for lift station wash down which will include: 1- 3/4" sch40 PVC pipe and fittings. 1- %" Wilkins 975XL reduced pressure back flow preventer. 1- %' Hammond hose bib. 1- Test & certify backflow preventer. Backfill trenches and bring all affected grounds to grade which will include: 1- Backfill with machinery. 1- Back fill and grade by hand. 1- Supply and install sod as needed. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-16W Fax 772/589-1370 State Certified #CFCO26551 www.maxweliplumbing.net 920 Truman Street james@maxweliplumbing.net Sebastian, Fl- 32958 Proposal #090611-1 *All assessment fees to be paid by City of Sebastian. We are not responsible for the repair or patching of any concrete, stucco, drywall, paint, wall covering, tile, carpeting, floor coverings, sod, or landscaping unless listed in this proposal. We will use due care in the process of this installation. We propose to furnish materials and labor in accordance with the above specifications, for the sum of: $ 36,500.00 THIRTY SIX THOUSAND FIVE HUNDRED DOLLARS. Authorized signature: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date: Signature of Acceptance: Note: This proposal may be withdrawn by us if not accepted within 30 days. Our workers are fully covered by Worker's Compensation insurance. A certificate supplied upon request. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 7721589-1370 State Certified #CFCO26551 www.maxwellpfumbing.net 920 Truman Street james@maxwellplumbing.net Sebastian, Fl- 32958 Proposal #082911-3 DATE: 8-29-2011 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 JOB: Schumann Park - Restrooms Sebastian, FL 32958 We herby submit estimates and specifications to: - Supply and install water and drainage for new restrooms. - Supply and install fixtures as listed: 2- American Standard ADA floor mount commercial toilet (white) 1- American Standard elongated floor mount commercial toilet (white) 3- American Standard commercial open front less cover toilet seats (white) 3- SLOAN commercial closet flush valve (chrome) 1- American Standard concealed trap commercial urinal (white) 1- SLOAN commercial urinal flush valve (chrome) 4- American Standard ADA 19"x 17" wall mount lavatory sink (white) 4- American Standard ADA single handle lavatory faucet (chrome) 4- American Standard ADA grid drain (chrome) 4- TRUBRO ADA lavatory guard 2- ADA wall hung mirror (stainless steel) 2- wall hung mirror (stainless steel) 4- Premier ADA concealed screw grab bar (stainless steel) 5- Zurn floor drain (heavy duty brass lid) 5- Zurn trap primer 1- FLORESTONE utility tub (white) 1- GEREBER utility faucet (chrome) - Supply and install (1) WATTS 009 1-1/4" reduced pressure backflow preventer with type L copper tubing risers, uni-strut brace, concrete pad, and aluminum cage. - Test & Certify backflow preventer. - Supply and install 1-1/4" sch40 piping from backflow preventer to building add to contract $ 6.00 per lineal foot MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 772/589-1370 State Certified #CFCO26551 www.maxweliplumbing.net 920 Truman Street james®maxwellplumbing.net Sebastian, FL 32958 Proposal #082911-3 We are not responsible for the repair or patching of any concrete, stucco, drywall, paint, wall covering, tile, carpeting, floor coverings, sod, or landscaping. We propose to furnish materials and labor in accordance with the above specifications, for the sum of: $ 11,740.00 ELEVEN THOUSAND SEVEN HU,NDRE[) FORTY DOLLARS. Authorized signature; The above prices, specifications and conditions are satisfactory` and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date: Signature of Acceptance: Note: This proposal may be withdrawn by us if not accepted within 30 days. Our workers are fully covered by Worker's Compensation insurance. A certificate supplied upon request. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 772/ 589-1370 State Certified #CFCO26551 www.moxwellplumbing.net 920 Truman Street james@maxweliplumbing.net Sebastian, FL 32958 Proposal #090611-3 DATE: 9-6-2011 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 JOB: Schumann- Restrooms Sebastian, FL 32958 We herby submit estimates and specifications to: - Supply and install water and drainage for new restrooms. - Supply and install fixtures as listed: 2- American Standard ADA floor mount commercial toilet (white) 1- American Standard elongated floor mount commercial toilet (white) 3- American Standard commercial open front less cover toilet seats (white) 3- SLOAN commercial closet flush valve (chrome) 1- American Standard concealed trap commercial urinal (white) 1- SLOAN commercial urinal flush valve (chrome) 4- American Standard ADA 19"x 17" wall mount lavatory sink (white) 4- American Standard ADA single handle lavatory faucet (chrome) 4- American Standard ADA grid drain (chrome) 4- TRUBRO ADA lavatory guard 2- ADA wall hung mirror (stainless steel) 2- wall hung mirror (stainless steel) 4- Premier ADA concealed screw grab bar (stainless steel) 5- Zurn floor drain (heavy duty brass lid) 5- Zurn trap primer 1- FLORESTONE utility tub (white) 1- GEREBER utility faucet (chrome) - Supply and install (1) WATTS 009 1-1/4" reduced pressure backflow preventer with type L copper tubing risers, unistrut brace, concrete pad, and aluminum cage. - Test & Certify backflow preventer. - Supply and install 1-1/4" sch40 piping from backflow preventer to building add to contract $ 6.00 per lineal foot MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 7721589-1630 Fax 772/ 589-1370 State Certified #CFCO26551 www.maxwellplumbing.nei 920 Truman Street james@maxwellplumbing.nel Sebastian, FL 32958 Proposal #090611-3 We are not responsible for the repair or patching of any concrete, stucco, drywall, paint, wall covering, tile, carpeting, floor coverings, sod, or landscaping. We propose to furnish materials and labor in accordance with the above specifications, for the sum of: $ 10,740.00 TEN THOUSAND SEVEN HUNDRED FPRTY DOLLQ RS. I Authorized signature: I T -L il� `- i The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date: Signature of Acceptance: Note: This proposal may be withdrawn by us if not accepted within 30 days. Our workers are fully covered by Worker's Compensation insurance. A certificate supplied upon request. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 7721589-1630 Fax 772/ 589-1370 State Certified #CFCO26551 www.maxwellplumbing.net 920 Truman Street james®moxwellplumbing.net Sebastian, FL 32958 Proposal #082911-2 DATE: 8-29-2011 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 JOB: Schumann Park - Lift Station This system is designed to DEP and IRC specifications, and similar to existing systems in the City of Sebastian. We herby submit estimates and specifications to install a Lift Station: Provide Surveying which will include: 1- Design and Permitting. 1- Pre -construction Meeting and Shop Drawings. 2- Inspection and certification to IRCDUS and FDEP. 1- Survey route, building location, and set benchmark. 1- Stake out. 1- As -built. Supply and install a private owned lift station which will include: 2- ABS Model PIR-S26/2W submersible pump with 1-1 /4" discharge 3.5 HP, 230 Volt, 60 Hertz, 1 Phase, 13.7 FLA, 146mm impeller, with 30' power cord. 1- 48" x 84" Fiberglass Basin Package Lift Station with 2" Sch80 PVC piping and external valves. 1- Fiberglass Valve Vault, with Aluminum lid and 2" Sch80 PVC piping and valves. 2- 3/16" x10' 316 Stainless steel lifting cables. 1- 6" cast iron inlet hub. 4- Float Switches with 30' cables. 1- Duplex Control Panel, Per ABS/DEP Specifications, with Nema 4x SS Enclosure. Tap to existing 8" force main located along Schumann Drive which will include: 1- 8"x4"stainless steel Tap, sleeve, and flange. 1- 4" MJ RW tap valve. 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 7721589-1370 State Certified #CFCO26551 www.maxwellpiumbing.net 920 Truman Street iames@maxwellplumbing.net Sebastian, FL 32958 Proposal #082911-2 DATE: 8-29-2011 Bore under Schumann Drive with sewer force main which will include: 1- 4" HDPE force main piping. 1- 4" MJ gate valve 1- 4"x 2" MJ plug 1- Hand hole ring and cover. 1- 6 gauge copper wire stranded green. 1- Bronze disc valve marker. 1- Fiberglass sewer marker. 1- Road reflector green. Supply and install sewer pipe from lift station to tap which will include: 1- 2" HDPE sewer pipe. 1- DET sewer tape. 1- 6 gauge copper wire stranded green. 1- 4" DIPS MJ adapter w/ kit. Abandon existing septic system which will include: 1- IRC environmental Health abandonment permit. 1- Abandon septic system and back fill. Supply and install water line for lift station wash down which will include: 1- 3/4" sch40 PVC pipe and fittings. 1- 3/4" Wilkins 975XL reduced pressure back flow preventer. 1- 3/4' Hammond hose bib. 1- Test & certify backflow preventer. Backfill trenches and bring all affected grounds to grade which will include: 1- Backfill with machinery. 1- Back fill and grade by hand. 1- Supply and install sod as needed. MAXWELL & SON PLUMBING, INC. James R. Maxwell Telephone 772/ 589-1630 Fax 772/ 589-1370 State Certified #CFCO26551 www.maxwellplumbing.net 920 Truman Street james@maxwellplumbing.net Sebastian, Fl- 32958 Proposal #082911-2 DATE: 8-29-2011 *All assessment fees to be paid by City of Sebastian. We are not responsible for the repair or patching of any concrete, stucco, drywall, paint, wall covering, tile, carpeting, floor coverings, sod, or landscaping unless listed in this proposal. We will use due care in the process of this installation. We propose to furnish materials and labor in accordance with the above specifications, for the sum of: $ 62,500.00 SIXTY TWO THOUSAND FIVE HUNDRED DOLLARS. Authorized signature: The above prices, specifications and condition's are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date: Signature of Acceptance: Note: This proposal may be withdrawn by us if not accepted within 30 days. Our workers are fully covered by Worker's Compensation insurance. A certificate supplied upon request. Proposal #082911-3 DATE: 8-29-2011 TO: City of Sebastian r 1225 Main Street Sebastian, FL 32958 JOB: Schumann Park - Restrooms Sebastian, FL 32958 We herby submit estimates and specifications to: Supply and install water and drainage for new restrooms. Supply and install fixtures as listed: 2- American Standard ADA floor mount commercial toilet (white) 1- American Standard elongated floor mount commercial toilet (white) 3- American Standard commercial open front less cover toilet seats (white) 3- SLOAN commercial closet flush valve (chrome) 1- American Standard concealed trap commercial urinal (white) 1- SLOAN commercial urinal flush valve (chrome) 4- American Standard ADA 19"x 17" wall mount lavatory sink (white) 4- American Standard ADA single handle lavatory faucet (chrome) 4- American Standard ADA grid drain (chrome) 4- TRUBRO ADA lavatory guard 2- ADA wall hung mirror (stainless steel) 2- wall hung mirror (stainless steel) 4- Premier ADA concealed screw grab bar (stainless steel) 5- Zurn floor drain (heavy duty brass lid) 5- Zurn trap primer 1- FLORESTONE utility tub (white) 1- GEREBER utility faucet (chrome) Supply and install (1) WATTS 009 1-1/4" reduced pressure backflow preventer with type L copper tubing risers, uni-strut brace, concrete pad, and aluminum cage. Test & Certify backflow preventer. Supply and install 1-1/4" sch40 piping from backflow preventer to building add to contract $ 6.00 per lineal foot