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6 <br />16' <br />i <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />New 8" Wet Tap With Sleeve <br />(By Others) <br />• <br />• <br />8 <br />• 4'-9.9 <br />• <br />i :• <br />Flow Test: <br />Conducted by: Zephyrhills Utilities Department <br />Date: 3-16-2021 <br />•: Static: 65 PSI <br />Residual: 55 PSI <br />L Flow: 1,130 GPM <br />O <br />• I <br />Existing Hydrant <br />#8151 <br />10 \� : <br />Sprinkler Legend <br />Symbol SIN Modell Quantity K-Factor Type_ Size Response Finish Temperature Note <br />�1414 F1FR5C 145 5.6 Pendent % Quick White 155°F iRELIABLE <br />3415 G5-561 1 5.6 Pendent 1/2 Quick White 155'F RELIABLE <br />1425 F1FR56 9 5.6 Upright 1/2 Quick Brass 20011F RELIABLE <br />Total a 155 <br />Hydraulic Information <br />OCCUNNCr CLASSTICATpN <br />L"NS1A1! <br />D6MUTr IIInV6'1 <br />O. tO lw I WqY IAclwl S6Bn <br />WICh NSP'011fil R91—TiON <br />S-4C `I nO1-6M1 S0011' <br />TOTA..I .—I <br />,NN <br />IOTA, N & FLO— <br />S <br />—Al TOIt <br />6.5 <br />- <br />TOTA'_WATINIQW.D <br />�71T.1!- <br />TOTAL. MI6/L6t! NW61!D <br />14467 <br />SA37 d Welt lOpnl <br />�' ]n 1. <br />BA6f d AISEA Ip.11 <br />lS.IAI <br />AAPE rY S1AItOM Ip.II <br />.Atl]117 SKI <br />[a0p IDYpmllt' IS6Sro <br />11 <br />a NInA1]]61SlacllOn ll.]3.7,3. t. TMIP ,YAMYY OSclu3. in <br /><IOYIYn a�w IOr qulgY i.3{gnAS YgInYNIIT-0" <br />I tS00 nq N .O S0. SOD .q.N.l <br />C-nnp <br />Parking Lot <br />Eiland Blvd <br />Site Plan — <br />1/20" Scale <br />4 <br />15'-0 <br />New Yard FDIC <br />Per AHJ Requirements <br />(By Others) <br />New 4" FDC Line <br />(By Others) <br />Parking Lot <br />133'-0 <br />New 6" Fire Line <br />- (By Others) <br />New Hydrant <br />(By Others) <br />New 8" Water Main <br />�\ (By Others) <br />New 6" DDCVA <br />Per AHJ Requirements <br />(By Others) • <br />8 <br />r-0 <br />New 6" Fire line <br />(By Others) <br />New 8" Water Main <br />(By Others) <br />GENERAL UNDERGROUND NOTE: <br />( _ Underground Main, Hydrants and Valves are Shown For Calculation <br />- Purposes Only. See Utility Plan For Entire Underground Installation. <br />- Underground Installation Is Assumed To Be installed, Flushed and <br />--a- — 1 . <br />Test Per NFPA 24, And Approved By the AHJ. <br />Hydraulic Information <br />OCCIMWVC WICATION LISM haaar! <br />01101 TI _tM.NM�WIt� <br />- <br />TOTX. NO66 In SAMS <br />-- ---. <br />10 . <br />T. <br />TOTA, ADS <br />W <br />N-PAT.TdI <br />6A <br />TOTAL VMTe11 ft WIND <br />30.32- <br />TOTAL MSS6. SSOUNO <br />- <br />M.3lI <br />YM of MSeNI ) <br />.. S0142 --- — <br />aN101111NA1 II <br />MS1T - <br />SAIltt MAaDS1 pI) -... <br />N.SS6ItI S%r — <br />SPARE PARTS INVENTORY QTY. <br />SIN, K-FACTOR, SSU/SSP/SSS, TEMP # <br />HEAD WRENCH: # <br />NOTES' <br />SCOPE OF WORK <br />REVISIONS <br />DESCRIPTION <br />PROVIDED, INSTALLED, OR PERFORMED BY: <br />BEACH LAKE <br />OTHERS <br />REV# <br />DATE <br />EXCAVATING AND OR BACKFILLING <br />X <br />REV# <br />MM-DD-YYYY <br />SHORT DESCRIPTION <br />CUTTING - PATCHING <br />X <br />FIRE STOPPING <br />X <br />PAINTING OF PIPE - EQUIPMENT <br />X <br />ALARM WIRING <br />X <br />ALARM SUPERVISORY <br />X <br />AIR COMPRESSOR WIRING <br />X <br />FIRE EXTINGUISHERS <br />X <br />NOTES: <br />NOTES: <br />Parking Lot <br />New 8" Water Main <br />(By Others) <br />FDIC <br />Per AHJ Requirements <br />(By Others) <br />6" OSBY Gate Valve <br />With Tamper Switch <br />(Wired By Others) <br />6" Flanged 90 1 <br />6" DI Stut <br />6" To Building <br />90 Elbow <br />4" Check Valve <br />— V�n rrl C r1r+ r1o+ m i 1 <br />No Scale <br />6" Wilkins 350DA <br />Or Equivalent <br />(By Others) <br />6" OSBY Gate Valve <br />With Tamper Switch <br />(Wired By Others) <br />Flanged 90 Elbow <br />N Stub Up <br />6" From Municipal <br />—Backflow Preventer Detail <br />No Scale <br />R <br />ENGINEERING, INC. <br />N VA Clinic <br />BY 37827 Eiland Blvd. <br />THISIS NOT A STAMP Zephyrhills, FL 33542 <br />NICET W x.-. E - <br />FIRE PROTECTION PLAN - <br />S DRAWN: NK [DATE: 542021 SHEET No- FP 2 <br />REVISION: JOB 0: <br />DRAWING SCALE ! <br />(UNLESS NOTED OTHERWISE) Beach Lake Sprinkler <br />2 1 0 4 8 BEACH LAKE Fire Protection Services <br />S P R I N K L E R 19094 Treverton Ln. <br />(61 Brooksville, FL 34604 <br />FIRE PROTECTION SERVICES Phone: 352-799-2990 <br />SCALE 118"=V-0" www.boachlakespdnkler.com <br />Dr. Michael D. Wilburn, P.E. <br />LICENSE #76067 <br />LOCAL ENGINEERING, INC. <br />8427 E. ROSKO CT. <br />FLORAL CITY, FL 34436 <br />Michael <br />Digitally signed by <br />Michael Wilburn <br />Wilburn <br />Date: 2021.05.11 <br />18:37:13-04'00' <br />\�\\111111/// <br />.� DON �. <br />ocENsF . �4 <br />No. 76061 2 <br />STATE OF <br />/ONAL �� \ <br />/////1111111\\� <br />