Loading...
HomeMy WebLinkAbout0144627-Plumbing (laterals) @I CITY OF OSHKOSH No 144627 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 215 DIVISION ST Owner OMPARAVATI LLC Create Date 01/12/2011 Contractor ABSOLUTE PLUMBING OF WISCONSIN Category 444 - Commercial - Exterior Laterals Plan Bathtub Clothes Wshr Classrm Sink Surgeons Sink Roof Drain Deduct Meters Shower Lndry Tray Exam Sink Sterilizer Soda Disp Wtr Sewer Mtrs Whirlpool Sump Pump F Prep Sink RPZ Valve Coffee Maker Wtr Usage Mtrs Lavatory San Sump /Pump Flr/Wst Sink Bidet Site Drain Misc. Toilet Water Softner Hand Sink Urinal Wait. St. Fixtures Kit Sink Standp Rec Lab Sink Beer Tap Ice Chest Disposal Gar Drain Plaster Sink Dip Well Comm Ice Maker Dishwasher Local Waste Sculry Sink Drink Ftn Int Grease Trap Floor Drain Bar Sink Sery Sink Wash Ftn Ext Grease Trap Hose Bibb Breakrm Sink Shamp Sink Catch Basin Eye Wash Statn Water Heater Use /Nature Install new 2 -1/2" copper water lateral from existing stop box in street into building due to failure of existing 3" iron of Work lateral. A portion of the 2 -1/2" lateral will be sleeved through the 3" lateral in order to prevent a portion of the concrete street and walk from being removed. Where the new lateral enters the building through the sleeve the joint shall be water tight to prevent ground water infiltration into the building. Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service 2 -1/2" Copper Lateral 1 New Parcel Id # 0101360000 Valuation • • •.00 Plan Approval $0.00 Permit Fees $50.00 ❑ Permit Voided Issued By Date 01/12/2011 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent/Owner Address N1473 ELLEN LANE GREENVILLE WI 54942 - 9602 Telephone Number 920 - 757 -7222 To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. c2/r /Iii �f WATER CALCULATION WORKSHEET FOR Town Motel, Oshkosh INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in gallons per minute at 1st Level. WSFU's 185.00 = (GPM) 62 2. Difference in elevation from main or external pressure tank to building control valve. (feet) 7 3. Size of water meter when required. 5/8" , 3/4" , 1" , 1 1/2" , 2" 3 ", larger size if applicable 3 4. Developed length from main or external pressure tank to building control valve. (feet) 42 5. Low pressure at main in street or external pressure tank. (psi) 63 CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of #5 above) 63 t ry` 7. Determine pressure loss due to friction in 2\, inch diameter water service. Subtract value of "7" 2.000 (Water service material is) Type K copper subtotal 61.00 8. Determine pressure loss due to elevation, Subtract value of "8" 3.038 (multiply the value of #2 above by .434) 9. Available pressure after the building control valve. (enter in "B" below) subtotal 57.962 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF A) B. Available pressure after the building control valve. (from "9" above) 57.962 C. Pressure loss of meter (when meter is required) Subtract value of "C" 2.5 subtotal 55.462 D. Pressure required at the controlling fixture. Subtract value of "D" 20 Controlling fixture is pressure balanced shower faucet subtotal 35.462 E. Difference in elevation between the building control valve and controlling fixture in feet. 9 Subtract value of "E" 3.906 subtotal 31.556 F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Subtract value of "F" 0 (Pressure Loss due to) subtotal 31.556 G. Developed length from the building control valve to the controlling fixture in feet x 1.5 270 Divide by value of "G" 405 subtotal 0.078 (Water distribution piping material is) Type L copper Multiply by 100 A. Pressure available for uniform loss "A" = 7 Rounded up Value of "A" 8.000 f o y) v yvlo ca f Kf Lefro 1©'( KO VI pbhc_ 130 MOiAA- co ps 3 fSk /a o $(_ tO to s 3 pX101i - Cr f IBS -tatk 3 ro 10,\O1‘` c 1avc4cri- s 3- I main-cis t N c p (\ I i c j a- . 1foci;, p r c v gv- c�v�aS Sq-j (e 0. vv-l`© cL / f c.. G 1o' S ( L S L 3 iU T4 / 2s psi Joss cr a` )oss - - o r 3 0,-411 p S► /oSS t©c ` -cor 2`4yfix- le- 63 ps 5 4iC- WATER DISTRIBUTION DATASHEET Date: January 11, 2011 Name: Project: Street: Street: 215 9 ✓ % f ) ' 1 ' 5i City: City: 1. 60.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 60.0 Low pressure at the Main in the Street. 3. 3.0 Lb loss from a 7.0 ft difference ip elevation from Main in the Street to the Water Meter. 4a. 1.3 Lb loss from a 40.0 ft Vpper Tube Type K ASTM B88 water service from the Main in the Street to the Water Meter. Pressure loss detemine u . rig a C value of 150 , inside diameter of 1.959 and a velocity of 6.5 ft per sec. 4b. .0 No 2nd part water lateral. 5. .7 Lb loss from a 3in Meter . 6. 55.0 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is determined by using the following formula, then rounding the result up. A = B- (C +D +E) x 100 F A. 8 Pressure available for uniform loss (psi/100 feet of pipe). B. 55.0 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. D. 3.0 Lb Loss resulting from a 7.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 405.0 Ft Developed length from the 270.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value of C 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 3.5 0 8.5 16.5 28 44 79 121 174 303 Maximum FM WSFU 0 0 0 5.5 11 36 144 369 731 1833 Maximum FT WSFU 3.5 0 11 24 50 106 270 480 776 1833 Fixture Listing Date: January 11, 2011 Name: Project: Street: Street: City: City: Non Public Use Fixtures Hot Cold Total 2 Automatic Clothes Washer 2.00 2.00 3.00 1 Lavatory .50 .50 1.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 41 Bathtub, lavatory and water closet - FT group 82.00 143.50 164.00 Public Use Fixtures Hot Cold Total 2 Lavatory 1.00 1.00 2.00 2 Water Closet, gravity type flush tank .00 6.00 6.00 Total Water Supply Fixture Units 85.50 155.00 178.00 60.6 Gallon per minute demand of the building. Predominatly Flush Tank 7.9 Pressure available for uniform loss. For the table use - 8.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value of C 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 3.5 0 8.5 16.5 28 44 79 121 174 303 Maximum FM WSFU 0 0 0 5.5 11 36 144 369 731 1833 Maximum FT WSFU 3.5 0 11 24 50 106 270 480 776 1833 I I ...... T...�,�...., '— , �S /...L _ _ I I Non Public Use Fixtures Hot Cold Total Automatic Clothes Washer 1.00 1.00 1.50 Bar Sink .50 .50 1.00 Bathtub, with or without shower head 1.50 1.50 2.00 Bidet 1.00 1.00 1.50 Dishwashing Machine 1.00 .00 1.00 Glass Filler .00 .50 .50 Hose Bib, 1/2" diameter .00 3.00 3.00 Hose Bib, 3/4" diameter .00 4.00 4.00 Kitchen Sink 1.00 1.00 1.50 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 Lavatory .50 .50 1.00 Shower, per head 1.00 1.00 1.50 Water Closet, flushometer type .00 6.00 6.00 Water Closet, gravity type flush tank .00 2.00 2.00 Bathtub, lavatory and water closet - FM group 2.00 7.50 8.00 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 Shower Stall, lavatory and water closet FM - group 1.50 7.00 7.50 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50 Public Use Fixtures Hot Cold Total `e Automatic Clothes Washer, Individual 2.00 2.00 3.50 Automatic Clothes Washer, large capacity 2.00 2.00 3.50 Bathtub, with or without shower head 2.00 2.00 3.00 Coffeemaker .00 .50 .50 Dishwasher, comercial 2.00 .00 2.00 Drink Dispenser .00 .50 .50 Drinking Fountain .00 .25 .25 Glass Filler .00 .50 .50 Hose Bibb 1/2" diameter .00 3.00 3.00 Hose Bibb, 3/4" diameter .00 4.00 4.00 Ice Maker .00 .50 .50 Lavatory .50 .50 1.00 Shower, per head 2.00 2.00 3.00 Sink, bar and fountain 1.00 1.00 2.00 Sink, barber and shampoo 1.50 1.50 2.00 Sink, cup .00 .50 .50 Sink, flushing rim .00 7.00 7.00 Sink, kitchen and food preparation per faucet 2.00 2.00 3.00 Sink, laboratory 1.00 1.00 1.50 Sink, medical exam and treatment 1.00 1.00 1.50 Sink, service 2.00 2.00 3.00 Sink, surgeon washup 1.50 1.50 2.00 Urinal, syphon jet .00 4.00 4.00 Urinal, washdown .00 2.00 2.00 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 Wash Fountain, semicircular 1.50 1.50 2.00 Wash Fountain, circular 2.00 2.00 3.00 Water Closet, flushometer .00 7.00 7.00 Water Closet, gravity type flush tank .00 3.00 3.00 Purchasing REQUISITION To City of Oshkosh From Com Dev Date 1/20/11 P.O. No. Date Required Deliver To Acct. No. _ Quantity _ Description Unit Price Amount 317-0410-6489- Pay contractor for Repair of water lateral at Town Motel, 215 00000 1 Division St $7,492.50 $7,492.50 Owner requests cost to be levied against property for $ 0.00 10 years at 6% interest (see attached) $ 0.00 $ 0.00 $ 0.00 $ 0.00 ,�1 p $ 0.00 /t*3T s e- 1 . 0 0. $ 0.00 Undo r . $ 0.00 $ 0.00 v 9 n �� / _ .O Jo Lollase__ $ 0.00 J Vl A ` 4 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Cape $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Total: $7,492.50 Suggested Vendor Scott Lamers Construction ❑ To be ordered Vendor's Address 1000 Joshua St, Kaukauna, WI 54130 ❑ Already Ordered Requisition By , Purchasing Approval ® Already Received Scott Lamers Construct Invoice 1000 Joshua St Date Invoice # Kaukauna WI 54130 1/13/11 1594 Bill To Town Motel 215 Division St Oshkosh Wi 54901 Description Amount Hour(s) Mobilization 340.00 Break concrete road and frost 500.00 Hours) Tractor Backhoe 1,500.00 Hour(s) Trucking Triaxle 1,120.00 Hour(s) Labor 1,000.00 Ton(s) of 3/4 crusher 82.50 ton cold mix 400.00 Material for water lateral 2.5" 500.00 subcontract plumber for inside 750.00 Material for inside 500.00 sinage (trafic control) 300.00 Repour concrete when weather permits 500.00 Revised 1/13/11 a 4pm 0.00 Total $7,492.50 TO THE CITY CLERK: 1, N€Ack /e../ I , the owner of real property located at d 1-C 0-;01 Et upon which the City of Oshkosh has ordered plumbing to be installed, herby state that I presently cannot pay the total cost and wish that it become a special assessment, charged against said real property. I further state that I understand that the assessment shall be levied in ten (10) yearly installments equaling one -tenth of the total cost plus interest of six percent (6 %) on the unpaid balance. I further state that the total cost of the improvement is $ 74q2. •s79, ; itemized as follows: $ $ $ Total $ Dated JOLLC 4 t 261 Subscribed and sworn to before me • ••���5: SrF�� • • This ly day of► , x.01■ OT •.9 • � r. ileac � •_; i C-4a Pubic, to of Wisconsin +� My Commission expires 4 \1% 110%3 MSG ." Approved for p ent upon final inspection: Plumbing Inspector CITY OF OSHKOSH - PURCHASING PURCHASE ORDER NO. 115376 215 CHURCH AVE. THIS NUMBER MUST APPEAR ON ALL PACKAGES, PO BOX 1 130 SHIPPING PAPERS, INVOICES AND CORRESPONDENCE. OSHKOSH, WI 54903 -1130 INVOICE IN DUPLICATE TO: CITY OF OSHKOSH PHONE: (920) 236 -5100 OJ HKO.[H ACCTS. PAYABLE PO BOX 1130 ON THE WATER 00019412 OSHKOSH, WI 54903 -1130 SCOTT LAMERS CONSTRUCTION H Received 1000 JOSHUA STREET I Oshkosh, WI 54901 KAUKAUNA WI 54130 O DATE DATE WANTED DEPARTMENT REQUISITION # Federal Tax Exemption F.O.B. 01/25/11 0740 )000015748 NO.39 - 0056 - OSHKOSH QUANTITY U of M DESCRIPTION UNIT PRICE AMOUNT PAY CONTRACTOR FOR REPAIR OF WATER LATERAL 317 -0410- 6489 -00000 1 EA AT TOWN MOTEL 214 DIVISION ST 7492.500 7,492.50 OWNER REQUESTS COST TO BE LEVIED AGAINST PROPERTY FOR 10 YEARS AT 6% INTEREST PER INV 1594 * * * C O N F I R M I N G O N L Y * ** DO NOT DUPLICATE ORDER 3170410648900000 7492.50 Z—J / AirMIS 7,492.50 DATE RECEIVED RECEIVED BY DEPARTMENT COPY