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HomeMy WebLinkAbout7499 CR 427I REcevEo (ATY OF S'Date: ANFORD PERMIT APPLICATION JAN 2.9 Permit #:0-7-1161T_/l// 12ParJ Z�Q% Job Address: 7Y99 0Z 'V2'7 SAn �RD 1' 3277/ Description of Work: 554"e'C Sow -1.4 t(wtee-N4%4,' Total Square Footage Historic District: Zoning: S' I Value of Work: S Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial )( Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name &Address: t0ANTR� `•t C44o v 4-1D S%,al.5 S'AY0 Kx3ttQrl ♦,,vagi' St+'ft . 3AeKsowy:llC 322S-4, 77 Phone: Contractor Name & Address: Tw1 6rAVA40- S 30J/ 0 '10*rl- 9T1l1GT ZP/A»De State License Number: C0/27-3486, Phone &Fax: �OT gyl $200 �(OT $t(l $'/03 Contact Person: I:i�:bf MG�i)� 00 Phone: x/07 1�l Address: Mortgage Lender: - Address: Archite ct/Eng ineer:: Address: f�74_ Phone: �/01 O Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance. of a oennit,and that allwork_will_he performed_tp-meet standards of all laws regulating, construction in this iunsdiction.. -Lunderstand that.a, separate `. permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of'permo4iverification th/at,I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. LQ�Lt O I I! 07 �% Signature of Owner/Agent DAte Signature of Contractor/Agent D to Print Owne gents Name t PrinyContractor/Agent's,�Vame 1 KIMBERLY CLOVIS MY COMMISSION # DD453429 [;e=d y�EXPIRES: July 21,2009 b,is N FIFIA&WMQi c�t�"o M or APPROVALS: ZONING: LiTII: FD: I"i 41,r�°kf KIMBERLY CLOVIS MY COMMISSION # DD453429 �a �0�Q EXPIRES: 1uly21,2009 r4n71AAMr I5q F .GI...i.1. u..,e... c....�.._ ___ . Produced ID ENG: BLDG: Special Conditions: ���� Rev 03/2006 ®g,pp E �>_ �� SW 0 6 Utility, Departmollt. Project Name: " Owner/Contact Person: Address: -74/91 l' of 1) TYPE O DEVELOPMENT: Residential 2) TYPE OF UNIT(s) Single Family ❑ Multi-Fam 3) TOTAL NUIM BER OF QTS or j3U LDINCS: 4) TY IPE OF ITY CONNECnON: a) Deter: Individual ❑ Master❑ c;? b) Sewer Tap: Individual Common 5} WATER METE. SME: 3/a :inch❑ 1 -inch ❑ 1 6) AWS 1t TER: None IndividuaM (Altemadve water supply) l Meter ❑ a) Meter Sipe: %-inch ❑ 1 -inch ❑ 1 V, -inch F� Water impact fees........ $ ( Sewer impact fees......... $0 99 5= Water Meter set .......... $ - Nater Meter set and tap $ Meter deposit and S/C.. $ - Sewer tap ................ $ - AWS Meter Set ..... ..$ AWS Meter Tap & Set..$ TOTAL DUE .......... S iLugctoror Engineer Date: Y1gl',O,Z A , UPdated: October 1, 2006 Page 1 of 2 Date g p Phone: lential Commercial, industrial 1 Required❑ Tap Existing ❑ Required ❑ Tap Existing h ❑ 2 -inch ❑ Supplied by ❑ Contrac,tor ❑ Supplied by ❑ Contractor ch [—] Supplied by Contractor City of Sanford Utility Department Water System Ip -+ Fees EquivalentWsidential Connection (ERC) - 300 Gallons Per Day (GPD) Residential $1242/Unit - Single family structure, or mull family unit,containing three (3) bedrooms or more. $931.50/Unit - Multi -family unit or Mobile I ',ome unit containing less than, three (3) bedrooms. (This category is based on judgment/assumption, estimati( that such family units,on average require 75%.- 225 GPD single family unit.) Commercial -- Industrial Institutional $1242'/ERU -Fixture unit schedule from Southern Rliimliin Code willbe used. One ERU will be charged for connection and up . to.twenty (2) fixture units.. F r projects having more than twenty (20) fixture units, the Impact Fee will be determined by increments of% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the fust ERU.(Exam e: twenty-five ( 25 ty ) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5ERU.) Sewer vstem IMDaCt Fees Equiv Residential $2798/Unit - Single family structure or $2099,50/Un t - Multi- family unit or r average single family :unit.) Commercial Industrial - institutional $2798/ERU - Fixture unit schedule from Se to twenty (20) fixture units. increments of 25% based on i ERU, (Example: twenty-five (25) fixture Uonnections = 300 Gallons Per Day (GPD) family unit containing three (3) bedrooms or more. Rome unit containing less than three (3) bedrooms, (This category is based on that such family units on average require 75% of water and sewer service of an fern Plumbing Code will be used. One ERU will be charged for connection and up Dr projects having more than twenty (20) fixture. Units the Impact Fee will be ltiples of five (5) fixture units above the twenty (20) fixture unit base for the first will be rated as 1.25 ERU; twenty-six (26) fixture units will berated as 1.5 ERU.) VALUE AS LOAD FACTORS OF TRAP i Automatic clothes washers, commercial' Automatic clothes washers, residential 3 . 2 2: w 2 Bathroom group consisting of water closet, lavato • , bidet and bathtub or shower 6 Bathtub (with or without overhead shower or w of - attachments) 2 1 %2 Dental Lavato 2 1 '/ Dental unit of cus idor 1 1 '/4 Dshwashin machine`, dx�mestic 1 1 %4 Drinking fountain 2 Emer en . floor drain V2 ----LY—. 1 %4 Standard Floor drains 0 2 Kitchen s' domestic 2 2, Footm Kitchen sink, domestic with food waste inder an or dishwasher 2 1 Latin d tra 1 or 2 corn artments 2 1 y2 Lavato . \ 2 Shower comartment, domestic. 1.. 1 %4 Sink 1 2 ` `. x 2 Urinal 2- 2., Urinal, l anon per flush or less. 4 ,.. Footnoi Wash sink circular or multi le each set of farce 2e Footnoi Water closet, flush -0- tank, public or rivate 2 1 '/i. Water closet, private installation 4c Footn 2 Water Closet ntthtir inoholla�:.... ! . 4 R�,t..�1 bFor traps larger than 2 inches, trench type drains ° A showerhead over a bathtub or whirlpool bathtr See section 709.2 through 709.4 for methods of t flows. Trap size will be consistent with the fixture out,( urinals shall not be rated at a lower drainage fi) ° For the purpose of computing loads on building i unless the lower values are confirmed by testing. TABLE 7t14 y inn ATM k nn TRAP SIZE inches _ ­v� K"r ) UNff VALUE 3 4 COMMERCIAL – INDUSTRIAL – W Total ERU(s) : Total F.U. - Water impact Fee: $1242 x/; !E Sewer Impact. Fee:. $2798 x 175' j I -7 ad floor sinks use Table 709.2. ror 04: t Inca = 25.4 mm,1 gallon = 3.7$5 L. attachments does not increase the drainage fixture unit value. ,mputing unit value of fixtures not listed in Table 709;1 or for rating of devices intermittent size. ° For the purpose of computing loads on building drains and sewers, water. ire closets or unit unless the lower values are confirmed by testing. sins and sewers, water closets or urinals shall not be rafted at a lower drainage fixture unit FOR FIXTURE DRAINS OR TRAPS lti = K C10NAL FEE CALCULATION: Total Fixture Units (F.U.): 3 Z F.U. by 20 = . 7S ERU(s) (F.U. / 20 = ERU21-7Z lb ) $ X9'4 1�0 Updated; :October 1,; 2006 I Page 2 or 2 Standard Plumbing Code 1997 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re—web.seminole—County—title?PARCEL=l 22030300019D0000&coparcel=20... 2/20/2007 50.0 54.A -54A DAVID JOHNSON, CFA, ASA�� PROPERTY 68.A 68.0 �E LAKE h1ARY O APPRAISER ev 19D <71 - ; • i "� SEMINOLE COUNTY FL."At*_ 1101 E. FIRST sT 468 p LL' ` / SANFORD, FL32771-1 407-1i5-75015. 6 vQ J3� Z �P 3.A Q rn f ` 46 O _! lie s 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-300-019D-0000 Number of Buildings: 1 Owner: LICHAMP FOOD STORES INC L' Depreciated Bldg Value: $129,604 Own/Addr: C/O REAL ESTATE DEPT Depreciated EXFT Value: $11,609 Mailing Address: 8930 WESTERN WAY STE 4 Land Value (Market): $60,000 City,State,ZipCode: JACKSONVILLE FL 32256 Land Value Ag: $0 Property Address: 7499 427 CR SANFORD 32771 Just/Market Value: $201,213 Facility Name: LIL CHAMP -ELDER SPRINGS Assessed Value (SOH): $201,213 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $201,213 Dor: 2601 -GAS ONLY/CONVENIENCE Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/lmp Qualified 2006 Tax Bill Amount: $4,002 WARRANTY DEED 09/1986 01786 1717 $100 Vacant No 2006 Taxable Value: $203,295 WARRANTY DEED 06/1985 01646 1082 $100,000 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM Find Sales within this DOR Code ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land LEG SEC 12 TWP 20S RGE 30E N 200 FT OF Method Units Price Value SE 1/4 OF SE 1/4 E OF SR 427 (LESS E 180 SQUARE FEET 0 0 40,000 1.50 $60,000 FT & RD) BUILDING INFORMATION Bid Year Gross Bid Est. Cost Bid Class Bit Fixtures SF Stories Ext Wall Value New Num 1 MASONRY 1987 6 2,640 1 CONCRETE BLOCK - $129,604 $169,417 PILAS MASONRY Subsection / Sgft OPEN PORCH FINISHED / 480 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL ASPHALT DR 2 IN 1987 15,733 $6,529 $13,058 COMMERCIAL CONCRETE DR 4 IN 1987 1,240 $1,240 $2,480 CANOPY GOOD COMM 1987 800 $3,840 $9,600 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole—County—title?PARCEL=l 22030300019D0000&coparcel=20... 2/20/2007 V FROM (TUE)FEB 20 2007 9:03/ST. 9:02/No.6814020646 P 2 1 Roberts n ineering Inc. Consulting Civil Engineer February 19, 2007 407-330-5630 Mr. Richard Blake Sanford Utilities Customer Service 300 N. Park Avenue Sanford, FL 32771 Re: Pantry 1226 Request to Connect to Sanford Wastewater System Dear Richard: This letter is to certify that the fixtures present in the above applicant's facility are as follows: 2 water closets 3 lavatories with 1-114" trap 1 three compartment sink 3 floor drains The facility is presently a Sanford drinking water customer. We determined that the average daily flow at this store is 460 GPD based upon 24 months of metered consumption history. By now, I expect that you have received the FDEP application that has been signed by me and Chris Britton of The Pantry. Please make the appropriate fee assessments and process the FDEP application. Call when ready and we will pick up the FDEP application. Sincerely, ROBERTS ENGINEERING INC. fzywll G(- Larry A. Roberts, P. E. cc: Mr. Mike Meredith, Lapin Services File 05-41 5764 N. Orange Blossom Trail plan Orlando, Florlda 32810-1023 (407) 686.1821 Fax; (407) 886-7891 see )LIO OFFICE PLANS REVI�WEL ISCOO NFOR INDUSTRIES ` • UNDERGROUND TELEPHONE HDPE M.J. UNDERGROUND TELEPHONE • ADAPTER COMPLETE TYLER 6"x4" DIP MJ RpUCER WITH BOLTS. 4 MJ RING & GASKET KIT Z o • 6" DR11 „,,. o cfl I I Ix DIRECTIONAL 4 '�-900 PVC NIPPLE (CASING) w• e J DRILLED MISSION RUBBER MR5642 ORui CASING FERNCO 1056-42 TRANSITION �) COUPLING Ld w �• L� of 2" SCH. 80 FORCE MAIN m Z i w o w• E. LAKE MARY BOULEVARD Q U o Z• 01 0s: ALTERNATE BID: DIRECTIONALLY DRILL 250 LF 6" SDR -11 HDPE CASING WITH u"" Z' 2" SDR -11 HDPE FORCE MAIN. CONSTRUCT 5' DEEP x 4'-0" DIA. MANHOLEo ?i m EAST END OF ALTERNATE BID CASING DETAIL (TO TURN CASING; NOT FOR GRAVITY SEWER.) OPEN CUT AND COVER 15 LF H WEST END SHALL BE OPPOSITE HAND OF 6" SDR -11 HDPE CASING AND 2" SDR -11 HDPE FORCE MAIN TO PROTECT o WATER LINE. o Q CASING WEST ENDSTORM DRAIN STORM N I w • hp66 �pg`O N. 36• INV = 44.64' EL = 4 78' w p' 0 7 60 �O O �__ �— - SpA ----- X06 -------- 16' DEEP FORCE MAIN • - _ h • 0.69 - SEWER CAP gp gyp. k6 1 56.42 �� _ • _ F - - - C% - - - - - --- -- ---- - - - - - - - �Zp 7, F gyp. _ _ �•� • w-4,1 WATER LINE 70 hp ��O w 1 81 J J' 25 - - •� x� PSM •4447 P ��va WP a x _ — _ _ _ o— -- as.az OF SANFORD FIG. 305 &4UT OFF DEVICE \gTFR c .4 'pll 10® ASPHALT PARKING p NEW GRINDER spa x W > 3 Z 12' OPW 'S v ry o < J > Q GAS VALVE XIP PUMP STATION � o I TOP of BANK w 3 STORAGE TANK pA. • Z Z O w / 30.3'x24.3' CANOPY �o REQ D. I I / m • 49.58 UMP ISLAND . W In O WATER u O w O 1° 0� ® O EXISTING CONTROL Z w I • it w 49.82 O O' O w f sp g __—__ (D STRUCTURE WITH SKIMMER o m w o 0 0 19.r I cV o Q Q w�\ Pph0 8 O Q a x � ` \ foo 49. a } 43.9' c • o� I COLLAPSE EXIST. 0 I W 0 ® Q 49.93 - SEPTIC do DOSING � w F I TANKS; ZI o = O a 50.02 p ABANDONMENT � L,J Z 0 ti PERMIT REQUIRED Z 1 a m LL hp' FROM SEMINOLE CO.I p o z Y DEPT. OF - Z Q o ENVIRONMENTAL o `o I I (%) ocn ^ S HEALTHEn I O .Zi J ASPHALT PARKING ^ O = w d 1 STORY C.B.S. I w N O p S I STORE ii 1226 ^p 09 �6 3p� F.F. = 51.42 gyp. gyp. ,�. 43.9' 20.9' 0o 7.5' r e 1/7 REBAR & 6' WOOD FENCE O x 0.3P..SSM 3382 'i 247.24' PERMIT � N z NZ " NJ O LL U T o O W LLQ W N VJ N Z'q- u Z Q rn Q rn 0 V � C o oo o N In nj _0 _ C m 0 N CID 00 v� 7 o _o L G o °o C 0 °° Z -� coo � o O�C Lno cy �W 6 w O_ L0 :�w N Of LF) L� In LJ N r) o Li 1 O g DATE 05/01/06 SCALE 1 "=30' JOB NO - 05 -41 S I --I E ET WW 1 OF SHEETS (2-3) FIELD INSTQLL$1ZE KNOCKOUTS FOR ELECTRICAL CONDU EL. O 4" INLET J U FIELD INSTALLED INLET BASIN FLANGES REQD. FIELD INSTALLED 10 _0119 2" GREEN VENT W/ BRONZE BUG SCREEN 2" SCH. 80 ELL FE x FE 2" SCH 80 PVC 1 11 �-" _SSC BLE HOL ER 14" CONC. OR CONC. FIBER COMPOSITE VALVE BOX (40"x36"x24"D) MINIMUM EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. SS LIFTI '\-2" PVC DRAIN CABLE WITH "P -TRAP" FLAPPER VALVE 11 MIL. EPDXY COATED LEVER ACTUATED PIPE SUPPORTS T 2" CAST IRON PLUG VALVE AT 4' VERTICAL 2" CAST IRON INTERVALS MAX CHECK VALVE 602' MIN. INTEGRAL SLOPE FOR PROPER DRAINAGE 2" SCH 80 PVC ss SS PUMP SLIDE RAILSSCH 40 AISI 304SS PIPE) LIFTING BAIL FIN GRADE 2" PVC z z SCH 80 DISCHARGE LINE in Z o ro o co -Z CONTRACTOR 2" SCH. 80 VAN STONE STYLE IrfL4NSTALL FLANGE WITH PVC RING (SLIP) GROUT 1.5: 1 \ SLOPE CONCRETE AS REQ'D n 0 1 o BY ENGINEER TO PREVENT IFLOTATION 4 YD3 EL. 9O MAKE MONOLITHIC POUR e e e n WITH BOTTOM SLAB �ANS IE �9 YBAR,QTY$r7 T. CELLS FOR SUPPORT. SET CMU'S WITH CELLS TIE 12"OIC.E.W..8,P V 84" FOR HOOK BARS. INSTALL HOOK BARS WITH 12" RADIAL SEPARATION. CONCRETE BASE SLAB AS PER VLBASIN ANTI -FLOTATION FLANGE SPECIFICATIONS LIFT STATION TI VERIFY EXISTENCE &LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION DATE 5/01/06 S.S. HINGE 4" SEWER VENT ­% I$ SWITCH DISCONNECT CONTROL PANEL GENERATOR RECEPTOR UNISTRUT (OR EQ.) FIBERGLASS ACCESS HATCH & COVER (LOCKABLE) "Allr FIBERGLASS WET WELL / H-20 LOAD RATED PVC DISCHARGE 101 2" PVC DRAIN LINE C »C» CONCRETE OR CONCRETE FIBER COMPOSITE VALVE BOX (LOCKABLE). PROVIDE SHOP DWGS. TO ASST. CITY ENGR. RICHARD BLAKE FOR APPROVAL PRIOR TO ORDER _EMERGENCY PUMP OUT W/ QUICK CONNECT COUPLING PVC DISCHARGE LINES, PLUMB PER SITE PLAN PROVIDE PRESSURE SWITCH & ADDITIONAL FITTINGS AND CONTROLS IN ACCORDANCE WITH CITY DETAIL 305 PROVIDE 1/2" SCH 80 PVC CONDUIT & #12 WIRE FROM VALVE VAULT TO PANEL ALL SCH 80 PIPE & FITTING JOINTS SHALL BE PREPPED USING IPS WELD—ON P-70 PURPLE PRIMER. SOLVENT CEMENT SHALL BE IPS WELD—ON 724CPVC NOTE: PUMP CONTROL SHALL BE LOCATED 3 FEET FROM WET WELL PERIMETER OPTIONALLY AT "A", "B", OR "C" LIGHTNING ARRESTOR FIELD MOUNTED BY ELECTRICIAN SEAL OFFS — (2') 7 C2)— 2" CONDUITS REWD FOR 2 HP PUMPS C3)— 2" CONDUITS REWD FOR 3 HP AND 3/4" HOSE BIBB �\ ;r, LARGER PUMPS — WATER LEVEL CONTROL 3/4, GALV RISER — TO PUMP NO. 1 ao TO PUMP N0. 2 SLEEVE REQUIRED 2" GAL. PIPE OR EQUIV. GRADE i e VCONC, TS e e 2" SLAB 48" Lxl2" VxlO D TO WATER SUPPLY` OR CONC. AROUND POSTS NOTE: `GROUND ROD 12" 0 x 24" DEEP REDUCED PRESSURERPZ BACKFLOW PREVENTER �TO PANEL "B" IN STORE ( ) TO BE INSTALLED IN WATER SUPPLY LINE TO LIFT STATION "FEBCO, WATTS, OAE" SEE 'LIFT STATION PLAN' ABOVE FOR LOCATION ELECTRICAL RISER t__ TOP EL. — _ INVERT EL. INLET H.L.A. EL. PUMP ON EL. PUMP OFF EL. BOTTOM EL. O SEE ELEVATION CHART FOR (a) THRU90 Int LEVEL CONTROL Ef% roN N Z vV O_ T o � 0 O Z cJ N LL Z � o' ®I U rn r` 0 v c F _o E00 N o _ C m O N CD . OC) H Lw• oo y V o L- CO o 00 C o00 J 0 0 O C Ly --W 6 w N �Ln W N m rn of o d w g J DATE 5/01/06 SCALE NTS JOB NO. 05-41 SHEET LS2 OF SHEETS Nameplates for the innerdoor shall be of a graphic design, specifically depicting the intent for each device. One nameplate shall be supplied for all control devices. One namplate .shall be supplied for all power devices. All text and graphics on each nameplate shall be scratch resistant. The nameplates shall be fabricated from laser -screened laminated mylar. Nameplates for the backpanel shall be of a graphic design, specifically depicting the Intent for each component. One nameplate shall be supplied for each component. All text and graphics on each nameplate shall be scratch resistant. The nameplates shall be fabricated from laser -screened laminated mylar MISCELLANEOUS: All wiring on the backpanel shall be contained within wiring duct. All wiring between the innerdoor and the backpanel shall be contained within a plastic spiral wrap.' Each wire shall have a wire number at each end to correspond to the asbuilt drawing for field troubleshooting. The control panel shall be assembled by an Underwriters Laboratories UL508 listed manufacturing facility. 2.03 FASTENER and APPURTENANCES- All fasteners, lifting cables, float cable bracket and appurtenances shall be made of AISI 304SS or other material inert to the highly corrosive atmosphere of a sewage lift station. Hinges for the wet well and valve box shall be AISI 304SS minimum. An aluminum slide/latch assembly shall be provided for holding the doors open on both the wet well and the valve box. Slide rails shall be SCH 40 AISI 304SS pipe. Pump lifting devices shall be made of AISI 304SS (min.) cable (1/4"min) or 304SS chain of sufficient size, with safety factor to handle safely the specific pumps. AISI 304SS (min.) pump lifting bails shall be provided. 2.04 FRP PRODUCTS - The fiberglass wet well must be H-20 load rated and certification of this rating must be supplied at time of submittal. The pump wetwell shall be manufactured of fiberglass reinforced polyester (FRP) of diameter and depth as shown on the lift station elevation detail. The basin/wetwell wall thickness shall be adequate for the depth of the tank to maintain structural integrity in the following condition: 1. Soil modulus of 700 psi. 2. Soil density of 120 lbs/ft 3. Luschers safety factor of 2.0. Material for the FRP shall be as follows: Resin: The resins used shall be a commercial grade unsaturated "Isotholic" polyester resin. Orthotholic resins are not acceptable. Reinforcing Materials: The reinforcing material shall be commercial grade "E" type glass in, the form of mat, chopped or roving fabric, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. Fillers and Additives: Fillers of any type shall not be utilized. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements of this specification. PART 3 - EXECUTION. 3.01 INSTALLATION - shall be in strict accordance with the manufacturer's instructions and recommendations in the locations shown on the drawing. 3.02 INSPECTION AND TESTING - A factory representative shall be provided for one (1) day and shall have complete knowledge of proper operation and maintenance to inspect the final installation and supervise the test run of the equipment. Megger the motor. The pump motors shall be megged out prior to startup to ensure the insulation of the pump motor/cable system is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. NOTES: 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. 2. DRAWING IS NOT TO SCALE. 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. 6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 7. ELECTRICIAN TO RUN TWO (2 HP PUMPS) OR THREE (3 HP & LARGER PUMPS) SEPARATE 2" CONDUITS (ONE EACH FOR HIGH & LOW VOLTAGES) PER ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL 8. PROVIDE ONE CONTROL PANEL TO CONTROL PUMPS IN WET WELL AND DOSING TANK. 9. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER AND CONTROL PANEL. 10. FI FCTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL I AND INSIDE OF CONTROL PANEL (NO CONCRETE). 11. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL). 12. DOSING TANK HATCH, WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS FOR LOCKING. 13. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 14. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. 15. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. 16. NEUTRAL REQUIRED ON ALL ELECTRICAL SERVICE TO CONTROL PANEL 17. PROVIDE RELAYS & CONTROLS TO ACCEPT A CALIBRATED 4-20 mamp SIGNAL FROM WIKA TRANSMITTER & SHUT OFF PUMP WITH AN ADJ. RESET DELAY IF CITY PRESSURE EXCEEDS 45 PSI. COMPETITIVE ALTERNATES: HYDROMATIC: HPGX/H/X-500 IMPELLER & MYERS WG50-5HP WITH 5.50" IMPELLER, SERVICE AND #8 WIRE FROM LOAD CENTER TO CONTROL WITH 6.125" PROVIDE 80 AMP PANEL NN LL 0 0 F- 0_ O L F - Z vJ Q in N U_ Q' U rn 0 a v C F�: 0 E °O N 0 C m O N 00 H L ° o I y f✓ E? E (.o L C ro � z o e 0 0 C r -o W 6 w Ln N 0'0 v_ � rn WN m. rn O rn , E' N 0 - w r a_ Of gJ DATE 5/01/06 SCALE NTS JOB NO. 05-41 SHEET LS3 OF SHEETS PUMP DATA CHART 10 PRIMARY PUMP CAPACITY 35 GPM PRIMARY TDH 104 FT 30 SECONDARY PUMP CAPACITY 35 GPM +� SECONDARY TDH 104 FT ® PEAK INFLUENT FLOW RATE 10 GPM © PUMP CYCLE TIME 6.3 MIN. 7D PUMP SYSTEM MANUFACTURER BARNES ELEVATION CHART ® PUMP MODEL NO. SGV5032L g� R.P.M. 3450 TOP OF WETWELL 51.50 ® HORSE POWER 5,0 TOP OF VALVE BOX 51.50 © ELECTRICAL -VOLTS/PHASE 230V/3 0 © INLET INVERT 48.00 ® FULL LOAD F.L.A. PER PUMP AMP. F.L.A. TOTAL 20.0 © HIGH LEVEL ALARM 46,00 40,0 Q 2nd PUMP ON 45.75 © PUMP DISCHARGE SIZE 2" FNPT Q 1St PUMP o4220 G. 45.50 ® MIN. DIA. SOLIDS 0,27 In. (f) PUMPS OFF 43.75 Q5 IMPELLER DIA. 5.25 In:9� BOTTOM OF WET WELL 1 41.50 NOTES: 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. 2. DRAWING IS NOT TO SCALE. 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. 6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 7. ELECTRICIAN TO RUN TWO (2 HP PUMPS) OR THREE (3 HP & LARGER PUMPS) SEPARATE 2" CONDUITS (ONE EACH FOR HIGH & LOW VOLTAGES) PER ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL 8. PROVIDE ONE CONTROL PANEL TO CONTROL PUMPS IN WET WELL AND DOSING TANK. 9. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER AND CONTROL PANEL. 10. FI FCTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL I AND INSIDE OF CONTROL PANEL (NO CONCRETE). 11. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL). 12. DOSING TANK HATCH, WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS FOR LOCKING. 13. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 14. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. 15. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. 16. NEUTRAL REQUIRED ON ALL ELECTRICAL SERVICE TO CONTROL PANEL 17. PROVIDE RELAYS & CONTROLS TO ACCEPT A CALIBRATED 4-20 mamp SIGNAL FROM WIKA TRANSMITTER & SHUT OFF PUMP WITH AN ADJ. RESET DELAY IF CITY PRESSURE EXCEEDS 45 PSI. COMPETITIVE ALTERNATES: HYDROMATIC: HPGX/H/X-500 IMPELLER & MYERS WG50-5HP WITH 5.50" IMPELLER, SERVICE AND #8 WIRE FROM LOAD CENTER TO CONTROL WITH 6.125" PROVIDE 80 AMP PANEL NN LL 0 0 F- 0_ O L F - Z vJ Q in N U_ Q' U rn 0 a v C F�: 0 E °O N 0 C m O N 00 H L ° o I y f✓ E? E (.o L C ro � z o e 0 0 C r -o W 6 w Ln N 0'0 v_ � rn WN m. rn O rn , E' N 0 - w r a_ Of gJ DATE 5/01/06 SCALE NTS JOB NO. 05-41 SHEET LS3 OF SHEETS PART 1 — GENERAL 1. 01 Furnish and install two non—clog pumps to deliver GPM against a total head of feet Total Dynamic Head (TDH). Pumps shall be capable of handling domestic sewage with minimal maintenance. The motor shall be HP, RPM, VOLT/ PHASE/ 60 HERTZ. The motor shall be an integral part of the pumping unit. Pump discharge size shall be inch. Pump, control system, and FRP (fiberglass reinforced) wetwell shall be LSM Lift/Pac Provided and Manufactured by Lift Station Manufacturing Corporation. of Oviedo, Florida 32765 Ph# (407) 977-8600 Contract award shall be on the basis of the base bid LSM/Lift Pac system Alternative deductive systems shall be considered only after contract award. Alternative deductive system must be specified at bid time. The contractor shall reimburse the engineer for additional expenses to review alternative system. Any savings shall be shared with the owner. Due to the superior corrosion resistance and leak proof design of fiberglass, a concrete wetwell will NOT be permitted. The entire lift station system shall be supplied by the pump supplier and certification of supply will be required. ection of alternative be supplied. PART 2 — PRODUCTS ed Bid Procedure will result it ems and will require base bid 2.01 GRINDER PUMP — Pump shall be of the centrifugal type M Model n with an integrally built grinder unit and submersible type motor. The pump shall be mounted in the FRP basin by a dual slide rail system in such a way that solids are fed in an up—flow direction to the grinder impeller with no feet or other obstruction below the grinder inlet. The grinder unit shall be capable of macerating all material in normal domestic and commercial sewage including reasonable amounts of foreign objects such as wood, plastic, glass, rubber, sanitary napkins, disposable diapers and the like to a fine slurry that will pass freely through the pump and the discharge pipe. The pump motor shall be of the submersible type. Single phase motors shall be of the capacitor start, capacitor run type for high starting torque. Stator windings shall be of the open type with Class F insulation for operating in air or clean dielectric oil that lubricates bearings and seals and cools the windings. Motor stator shall be pressed into housing for best alignment and maximum heat transfer. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected in series with the magnetic contactor coil in control box to stop motor if motor winding temperature reaches 200 degrees F. Thermostat to automatically reset when motor cools. Two heat sensors are to be used on 3 phase motors. The common motor pump and grinder shaft shall be of AISI 416 SS threaded to take pump impeller and grinder impeller. 2.02 DUPLEX PUMP CONTROL PANEL — Each pump control panel shall control two HP,(iD_ /0 , 60HZ pumps. The four float system shall operate on intrinsically safe control voltage. The FRP enclosure shall be NEMA 3R, minimum 24" high x 20" wide x 8� deep, with padlockable draw latches. All hardware shall be stainless steel. All conduit penetrations shall have approved seal off fittings and shall be properly sealed to prevent gas from entering enclosure. The following components shall be mounted through the enclosure: 1 ea. Red Alarm Beacon 1 ea. Alarm Horn 1 ea. Generator Receptacle with weatherproof cover 1 ea. Silence Pushbutton The backpanel shall be fabricated from .125, 5052—H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. Self tapping screws are not acceptable. The following components shall be mounted to the backpanel: 2 ea. Motor Contactors 2 ea. Start Capacitors to match motor requirements, single phase only 2 ea. Run Capacitors to match motor requirements, single phase only 2 ea. Start Relays to match motor requirements, single phase only 1 ea. Voltage Monitor With fuses. (Single Phase) Phase/Monitor (Three Phase) 1 ea. Control Transformer with primary and secondary fuses, 480 Volt only 1 ea. Silence Relay 1 ea. Duplex Alternator 20 ea. Terminals for field connections 6 ea. Terminals for motor connections, single phase only 3 ea. Ground Lugs 1 ea. Space Heater The innerdoor shall be fabricated from .080, 5052—H32 marine alloy aluminum. The innerdoor shall have a continuous aluminum piano hinge, a handle and catch and shall be Installed by stainless steel screws for ease of removal. The Inner door shalt open a minimum of 110 degrees to allow safe access to backpanel 8M PUMP DATA CHART FOR 1Q THM 15 �- fiSEVIIEWED j ` DATE 5/01/06 VARM FROM - PUMP STATION ORAS'S SHUT 0 VALVES Am F OIL—FILLED PRESSURE GAUGE BALL CHECK HmzoigTAL � offlow FROM PRIVATE FlUWP STATION Z� Slgf E, BRASS, OR RESWENT MU VALVE 2Q WIN TEE ROSS -". moo--- ["N V*LVE 2' BIN DIA I -VE (FULL FLOW)----, FULL FLOW PLUG VALVE MOUNTED DOdSTRE f 2* SQUARE ACTUATING NUT P'ROPER�tY LINE RIGHT—OF--WAY CAST IRON VALVE BOX �s' eaass cam vaLv¢ TO CITY FORGE klAlN .NOES I.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO UNE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COYER. ALL HARDWARE AND LOCK BRACKETS SHALL * BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT (?FF PUMP STATION AT A FORCE AGAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. FIG. 305 POWER OF ATTORNEY Date: Zzz... , do hereby authorize STce� to pull the Cae ST.¢✓C4.`a<-) permit for 7YO C42 y,?7 SAA1490 - /`q4 rA11AA' "y ''— Type of permit job address Signature State of Florid County of 42 Not V Personally known to me or produced ID on -day of1 206, � / L_ .. _.. - _.... . seal Permit No. Parcel ID: 12 - Z o — 30 - $6 p - O 1'9 D - Qo 0 0 State of Florida County of Seminole The undersigned hereby gives notice that improvement will N made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111 ?911 li Il t tl Illli Il i Il >l # l i 1 X11 Ici 1 11111611111 tiler � H z =w m' N WYAW MORSE, CLERK OF CIRWIT COURT f r SEKINOLE COUNTY BK+ 06,70t1 Pp 1559, (IP9) m G ? RECORDED 05122/2'M 11.05124 4 , REf.MD1NG REFS 10.00 mRECt1R D BY T Smith PY: tlttFtE��GO - }�� CE Mop Cu�S.,-CO�R� C`FRK'= F CtR- Y F�pRIDP w� ev vE 2.2 2007 1. Description of property: (legal description of the property and street address if available)�i,+..—o—1lPA�sr '7Y99 CR Y,Z'! SAo4co f! 3277/ 2. General description of improvement: -r. asra11.0: 'eu 5•• 0 Lir 51*vr� au o 3. Owner Name and address: L:C Gt.aM-,o �o� Sr.�sa, s SMe 89Jo eJmscu t,, day S.,xo -aAa, ^0,411a l �82tb a. Interest in property owuu&- b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address: L,4ozo 5 5. Surety a. Name and address aA b. Amount of bond lit 6. Lender Name and address: X44 7. Persons within the State of Florida designated by'Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: n Nnma and nddrPcc S. In addition to himself or herself, Owner designates UAW Sc.ty. s of to receive a copy of the Lienor's Notice as provided. in Section. 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from thAdat?4n1e§S a different date is specified)a Sworn to (or affirmed) and subscribed before me this day of Personally Known or Produced Identification Type of Identification Produced Si�gnatu fNotary Public, State MWTft�ra-QC,, Co t-U'A y Commission Expires: ;e.0 c v.v,6c.v_ at", ),O i I nature of Owner 1200-1 , by E • k, ',o �ommiSs�Q C�T�y o SBI tG '� !y /es