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1 Fleet Landing Blvd IRR19-0047 irrigation permit3+' e ` + ++ + + 4F + +++ *+ u . "✓ s Fleet Pmperty Line ++ +++ „a ++ o QC a + O 4 Retention - g Pond ,�. n+ "• Plan B , Matchline Plan A ® O N W HEALTH CENTER BUILDING tt ❑ ❑ " t C j nsm t O ❑ ❑ 0 ❑ io ' 0 0 ❑ ❑ ❑ ❑ 0 ❑ 0 0 0 a i a 1 . 7 O C ce.bdma,Na IFS WETLANDS (LOW AREA) paw•wc moan a max• uc a w•m m n•• . e,a�w •wnr w •n•ae ae w.. BEACON POINTE BUILDING LEGEND "A" AND B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI eP.O.C. P.O.C. "N" AND 'E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI *PUMP"A"PRESSURE LOSSES: I 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI m 1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI 250' OF 2 1/2" MAINLINE AT 60 GPM = (0,72)(2.5) = 1.8 PSI LOSS 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 14.0 PSI C EMV DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI +++A � SYSTEM REQUIREMENT = 60 GPM AT 44 PSI Reside tial * PUMP "B" PRESSURE LOSSES: LIMIT OF WORK AREA 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI o 2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI 750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI M 7 300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) = 2.16 PSI LOSS 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2:5) = 1.8 PSI LOSS 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 18.46 PSI p DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 60 GPM AT 49 PSI Commercial *•* PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER * SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION • METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS): Uri 2" METER LOSS AT 60 GPM = 3.0 PSI LOSS 2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 1 100'OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) - 7.92 PSI LOSS 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS Pond LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 20.22 PSI ❑ DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 60 GPM AT 51 PSI RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL Retention I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND -HUNTER DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C. * WELLIPUMP "A" TO BE 30 STATION CONTROLLER WELL/PUMP "B" TO BE 24 STATION CONTROLLER + + + * METER ,'N" TO BE 12 STATION CONTROLLER * METER "E" TO BE 12 STATION CONTROLLER NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR TO HUNTER PGP #11TQ 30 7.6 42' 40' 0.631NCHES/HOUR 8H HUNTER PGP #10H 30 5.3 41' 45' 0.63 INCHES/HOUR H HUNTER PGP #70 30 2.6 41' 40 0.63 INCHES/HOUR F RAINBIRD 15F 30 3.7 15' 15' 1.581NCHES/HOUR TO RAINBIRD ISTQ 30 2.8 15' 15' 1.581NCHES/HOUR H RAINBIRD 15H 30 1.7 15' 15' 1.581NCHES/HOUR Q RAINBIRD 15Q 30 1.0 15' 15' 1.581NCHES/HOUR A RAINBIRD 15A 30 - 15' 15' 1.581NCHES/HOUR 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.41NCHES/HOUR S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.4INCHES/HOUR 12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR 12TQ RAINBIRD 12TO 30 2.0 12' 12' 1.7 INCHES/HOUR 12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOUR 12Q RAINBIRD 12Q 30 0.7 12' 12' 1.71NCHES/HOUR 12A RAINBIRD 12A 30 12' 12' 1.71NCHES/HOUR 1OF RAINBIRD 1OF 30 1.6 10' 10' 1.5 1 NCHES/HOUR 10H RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR 10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR 10Q RAINBIRD 10Q 30 0.4 10' 10' 1.51NCHES/HOUR 8F RAINBIRD 8F 30 1.6 8' 8' 1.51NCHES/HOUR 8H RAINBIRD 8H 30 0.8 8' 8' 1.51NCHES/HOUR 8Q RAINBIRD 8Q 30 0.4 8' 8' 1.51NCHES/HOUR F RAINBIRD B -5F 30 1.5 5' 5' H RAINBIRD B -5H 30 1.0 5' 5' - Q RAINBIRD B-50 30 0.5 5' 5' - C RAINBIRD B -5C 30 0.5 5' S' 4 RAINBIRD 81408 30 2.0 - - - 3 RAINBIRD B1404 30 1.0 - - 2 RAINBIRD 81402 30 0.5 RAINBIRD 81401 30 0.25 - -ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85% AND A MINIMUM SCHEDULING COEFFICIENT OF 1.5 BODY TYPE EXISTING 12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS ■ 4" POP-UP ROTARY - 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS 12" POP-UP SPRAY IN PLACE OF 4" POP UP 1N GROUND COVER AREAS 4" PRESSURE REGULATING POP-UP SPRAY A BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY 2 1/2" PR -160 FVC MAINLINE, INSTALLED IN SOIL AREAS 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS HEALTH CENTER 4" SCHEDULE 40 SLEEVING 1 *** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTD� IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUI MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK *** FOUR MOISTURE SENSORS FOR EACH P.O.0-MUST BE DYNAMAX UNITS DESCRIBED WITH CONTROLLER DESCRIPTION/SPECIFICATION 3+' e ` + ++ + + 4F + +++ *+ u . "✓ s Fleet Pmperty Line ++ +++ „a ++ o QC a + O 4 Retention - g Pond ,�. n+ "• Plan B , Matchline Plan A ® O N W HEALTH CENTER BUILDING tt ❑ ❑ " t C j nsm t O ❑ ❑ 0 ❑ io ' 0 0 ❑ ❑ ❑ ❑ 0 ❑ 0 0 0 a i a 1 . 7 O C ce.bdma,Na IFS WETLANDS (LOW AREA) paw•wc moan a max• uc a w•m m n•• . e,a�w •wnr w •n•ae ae w.. BEACON POINTE BUILDING U PROJECT NO: 13-295.03 11101 + W� PERMIT SET I MAIN STREET m SHEET NO: 17 of 22 C EMV +++A � --' Reside tial O LIMIT OF WORK AREA + o MDR/ D O M 7 a p L% Commercial d CGC/PUD Uri O 0 0. Retention Pond ❑ ,,I r - - WET Retention Pond + + + �® FleetP rt line �e _ t + .`+ ttt kt ,+�. + + +++ + , ,;,+ a 2" IRRIGATION METE N CONTROLLE N +}++ +'n«++ °br + + elt ++ .G9\+ +C� + + -"'t..�f•,-. DOUBLE CHECK VALVE BP 3+' e ` + ++ + + 4F + +++ *+ u . "✓ s Fleet Pmperty Line ++ +++ „a ++ o QC a + O 4 Retention - g Pond ,�. n+ "• Plan B , Matchline Plan A ® O N W HEALTH CENTER BUILDING tt ❑ ❑ " t C j nsm t O ❑ ❑ 0 ❑ io ' 0 0 ❑ ❑ ❑ ❑ 0 ❑ 0 0 0 a i a 1 . 7 O C ce.bdma,Na IFS WETLANDS (LOW AREA) paw•wc moan a max• uc a w•m m n•• . e,a�w •wnr w •n•ae ae w.. BEACON POINTE BUILDING WETLANDS ,wm aa�i.w=O°p1i�o,a'r •��• w'�w,ws 0 WETLANDS U PROJECT NO: 13-295.03 11101 + W� PERMIT SET I MAIN STREET m SHEET NO: 17 of 22 C EMV BUILDING U O m_ O M 7 h p LLER B C N N d Uri O 0 0. WET _ t tt �L ttt • n t EXISTING HEALTH CENTER IT OF WOR ESA o' C1 e ;; •. ,lk�" - .. ,awry $O' 1 Q AIM COLEMAN CENTER 0 PARKING LOT ® o� O AW WETLANDS ,wm aa�i.w=O°p1i�o,a'r •��• w'�w,ws 0 WETLANDS F JACKSONVILLE IC BEACH REVIEW, > I -�, IR -3, IR -4 and IR -5 U PROJECT NO: 13-295.03 11101 + W� PERMIT SET I 100% SUBMITTAL SHEET NO: 17 of 22 C EMV O m_ O M 7 U '00 C N N d Uri O 0 0. F JACKSONVILLE IC BEACH REVIEW, > I -�, IR -3, IR -4 and IR -5 U PROJECT NO: 13-295.03 11101 nW, L W W� PERMIT SET I 100% SUBMITTAL F JACKSONVILLE IC BEACH REVIEW, > I -�, IR -3, IR -4 and IR -5 I � � ST 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: October 9 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 9-4-18 100% -Consolidation COJ-AB Permit Sets I .S I 10-11-18 Addendum 3, Reddi Check Changes SCALE: 1"=30' PROJECT NO: 13-295.03 11101 nW, L W IR - 1 PERMIT SET I 100% SUBMITTAL SHEET NO: 17 of 22 O O O U O U 11111111 I � � ST 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: October 9 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 9-4-18 100% -Consolidation COJ-AB Permit Sets I .S I 10-11-18 Addendum 3, Reddi Check Changes SCALE: 1"=30' PROJECT NO: 13-295.03 11101 IR - 1 PERMIT SET I 100% SUBMITTAL SHEET NO: 17 of 22 FO CITY OF JACKSONVILLE AND ATLANTIC BEACH REVIEW, ( p-- Y LEGEND SE SHEETS IR -2, IR -3, IR -4 and IR -5 0 � O .' e PUMP PRODUCING 60 GPM AT 55 P.O.C. "N" AND "E" IS TEMPpRY METER PRODUCING 5 G GPM AT 551 O PSI F R DETAIL)(' SS 4)� * PUMP "A" PRESSURE LOSSES: p 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI C II Before YOU Dig 1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS -- 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS ________ __--___- + + + + + + + + + { + + + + + + + a) TOTAL LOSS = 14.0 PSI - - -- - ---- - -71 + N x DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI + 4- + SYSTEM REQUIREMENT = 60 GPM AT 44 PSI Q + + + H '+ + + + + + + + ! + + + + + + + + +�+ + + + + + + { + 3J4" Cn LU * DOUB E PRESSURE LOSSES: ? + + + +..,. _+ + + + + + + + _ + + + + + + + + + + 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI + + H + + + i'-� + ( + + + + ""'�� t17 2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI + + + ' , + + + 3/4"+ + % + iF + + �1 p 750' Of 2 1/2" LOOPLINE AT 30 GPM =(0,20)(7.5) = 1.5 PSI + - - .300' OF 2 1/2" MAINLINE = - L NE AT 60 GPM (0.72)(3.0) - 2.16 PSI LOSS + + I+ + + + + + + + U Ca 250' OF 2 1!2" MAINLINE AT 60 GPM = (0.72OSS = 1.8 PSI LOSS + - H H N +- 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS 1 1/4 + + + cri LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS + \\ _ -r + TOTAL LOSS = 18.48 PSI J ro DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI + - - - SYSTEM REQUIREMENT = 60 GPM AT 49 PSI ❑ H - - _______ - __-_-__ H + n` *** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER + _='�+ r W + I "SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION l' + + ' / + ' • * METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS): 2" METER LOSS AT 60 GPM = 3.0 PSI LOSS - ' 2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS ` Reside � /'�!+ + •�� a 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM - 4.0 PSI 1 1%4"' + + 1100' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS 2" ELECTRIC + + C C VALVE AT 60 GPM - 1.8 PSI LOSS TLATERAL OT LOSS = AND PSI FITTINGS = 3.0 PSI LOSS _ _ . + + 1 114" + + + + LIMIT OF WORK AREA 0 MDR/ UD + + + o DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI + H % t + SYSTEM REQUIREMENT = 60 GPM AT 51 PSI +� H + + RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE t + + rt..■ WITH FLOW CONTROL + +� �� +� + + +++++ HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND ,+ DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C. _ /'����������� ill I 1,1/2, ' + + * WELUPUMP "A" TO BE 30 STATION CONTROLLER IV I1 + + * WELUPUMP "B" TO BE 24 STATION CONTROLLER + �__',tir * METER "N" TO BE 12 STATION CONTROLLER + + + *METER "E" TO BE 12 STATION CONTROLLER + + + CGCA') JD + ,+ ++ NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE + H Retention H + + / n+ F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR + + + R �+ tJ J + TQ HUNTER PGP #11 TQ 30 7.6 42' 40' 0.631NCHES/HOUR + + Pond +.4 + + 8H HUNTER PGP #10H 30 5.3 41' 45' 0.63 INCHES/HOUR H HUNTER PGP #7Q 30 2.6 41' 40 0.63 INCHES/HOUR +� + 1 1/2+ + + + F RAINBIRD 15F 30 3.7 15' 15' 1.581NCHES/HOUR 1 I + TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.581NCHES/HOUR + H RAINBIRD 15H 30 1.7 15' 15' 1.58 INCHES/HOUR + + + Q RAINBIRD 15Q 30 1.0 15' 15' 1.58 INCHES/HOUR � + {- ' + + A RAINBIRD 15A 30 - 15' 15' 1.58 INCHES/HOUR + + + 9 RAINBIRD 9SST 30 1,2 97X18' 10' 1.41NCHES/HOUR +. + + S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR + H H + + + C RAINBIRD 4CST 30 1.2 4'x30' 16 1.41NCHES/HOUR E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.4 INCHES/HOUR + + 12F RAINBIRD 12F 30 2.8 12' 12' 1.71NCHESIHOUR + + + + 12TQ RAINBIRD 12TQ 30 2.0 12' 12' 1JINCHESlHOUR +! + 12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHESMOUR �„ 12Q RAINBIRD 120 30 0.7 12' 12' 1.7INCHES/HOUR + 2" + 12A RAINBIRD 12A 30 12' 12' 1.71NCHES/HOUR + + + + +- 1 OF 10F RAINBIRD 10F 30 1.8 10' 10' 1.5 INCHES/HOUR + p 10H RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR + + Retention O 10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR ❑ + + + +/ n • J 10Q RAINBIRD OF 30 0.4 10' 10' 1.5INCHESIHOUR + + + l/V J}h + Pond o r"1 8F RAINBIRD 8F 30 1.6 8' 8' 1.5 INCHES/HOUR + + + . 8H RAINBIRD 8H 30 0.8 8' 8' 1.5 INCHES/HOUR + H H r 80 RAINBIRD B- 30 0.4 8' 8' 1.51NCHES/HOUR - + + �+ H RAINBIRD B5H 30 1.0 5, 5' / + + + + Q RAINBIRD B -5Q 30 0.5 5' 5' - + C RAINBIRD B -5C 30 0.5 5 5' L + _ . ---- _- _-'__- _ . __ _-.___- / + + n�l + + + W 4 RAINBIRD 81408 30 2.0 - _ a 3 RAINSIRD B1404 30 1.0 + + + 572 54 / / 2 RAJNBIRD RAINBIRD 81402 300 0.5 _ + +,. H H 2" HH 2 - -- -2 � --- H - -H -- / + + + + t + + + i r 3 0.25 "'**ANY HEADS BID AS "OR EQUAL MUST SUBMIT WRITTEN, DOCUMENTED � -F -� -I. PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85% + + + + + + + -1- + ... + + H + + + + + H 1+ + + HI- + 3/4F + + + + + + + �...� Property Line H + + +H + + 8/4" + + + + + -- --__------__-_-- ^., AND A MINIMUM SCHEDULING COEFFICIENT OF 1.5F4W �+ + H+ + -, � + + + + + + + + + + + + + + + + + + + + + + + + BODY TYPE 1 L + + + + + + + + + + + + + + + + 2{1/2„ + + + + + + + + + + + + + + + n l LL4 + + + IH 3! „ + + +1„ + + 3/4 + + + + W 12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS LL, i + t + + } + + + -}- �- + + + + + + .� + + + + + + �J41' 4" POP-UP ROTARY - 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS L + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LLLL + + + + +' + + + +11/4+ + + + + + + + + + + t + + + + + + + + R + + t + +F + + + + + +F + + + P, • • * + + + + + + + + + t + + + + + + + + F + + t + + + + 0 + + + + + + + + ` 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS 12 LL J LL + + + + t + + + + + + + + + + +1" + + + + + + + �L 1 "+ + FF1/4" + + + i I + + t + + + + 4" PRESSURE REGULATING POP-UP SPRAY LL t + + # h + + + + + + + + +F + + + t + + + + + + + + + + + + + + + + + + - '+ 1 + + + � H A BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY 12H LL F + + + + + + + 1 IA'- + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2172" + + + + + + + + + + + + + + L L + + + + + + + + + + + + + . + + + + + + + + + + + + + t + + + + + + + + + + + + + + + 2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS LL + + + 2 i72" + + + + + + + + + + + + + + + + + + N5 + + + + + + + +- + + 1 .I/ 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS 2r' IRRIGATION METE N 1�H LL + 60 + + + + + + + + + + + + t t + + + + + 60 + + + + + + + + + + + + 60 + 2F1/2"+ + + + + (� 3/4 + + + + + + + + + + + + + O 4" SCHEDULE 40 SLEEVING CONTROI_LE N + + + 2}i/2"+ + + + N -{ -I- + + . + t t + + + . + + + + + N�_-�4- � } + 2�/2„ + + � +21/2F + + 1 + + + *** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED L „ + + + + + + + + + + + + + + + + + + + 112. + + + F �/ + + + P- + + + + + + t ir17 + + + + + . � IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS DOUBLE CHECK VALVE B P LL + + F + + + t + + F + + + + + + + + + + F + + + + + + + + + + + + + + + + 57 + + + + 4-1 *** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAYBE HUNTER SOIL CLICK LL A + + + + + + F + + + + + �F� +� + + + 1 + + + + + + t + + + + + + + + + + + + + + *** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED 12H LL + } 4 /2" + + t 1 #74 + + + + + t + + + + + + + + t + + + + + + + + + + + + + + + + + + + WITH CONTROLLER DESCRIPTION/SPECIFICATION L 1 114" + + + + + + + + + 1 + + + + + t + t + + + 2 + + + + + + + + + t + + + + + + t + + + + + + L + + + .-F + + + + + -1- + + + + + + + t + + + + + + + + + + + + + + + + + + + + +2° + + + + + + + •rte 12H L H + + + + + + + + + + + t + + + + + + + + + + F + + + + t + + + t 2+ + + + + + + + + + + . + + + + +1 114+ LL L + + Ld + + t + + + + + + + . + + + + + + + + + + +F + + + + + + + + + + + + + + + + + + �..� L + + d + + + + + + + + + + + + + + + + t + + + + + + 1; + + + + + + + + + t + + + + + + + + + + + + + + ~� L 1"+ +� + + + + + + + + + t + + + + + + + + + + + + + + + t + + + + + + + + + t + + + + + (i n + + 12H v . LL 34" H Q + + + + + + + t + + + + + + + -I- t + + + + + + + + + F+ + + + + + + + + + +F + + - + + 3/4" + + + + + + + + .... �RO -B + + + + + + + + + + + + + + + + + + + + + + + + + + + + h� '+ + H 2TQ 12H ++ A � 12H 3!�" + 57 +"+ + + + + + + + + + 1l4+ + + + + + + + + + + + + TQ 911/4" 11/2" 12H 12H + + + + + + + + + + + + + F + + + + + + +2„ + + + + + 1 1/4 r + + + + + + + + '':+ + + + + + + + + + + + . + + + + + + + + F + -F + + + + 2112" 1; /4" 1 " 1 1 _ _ ' 12H A8 1 1/2 + + ' i H+ + + &4' + �(t + + + t + + + + + + + + + + + + + -I- + + + + 1 112" 3/4" © + I %����%�. % + 3+4,, + - + + + + + + + + + + +� + + + + + + + + + + + + 1 1 o A / +Q 1 ,f J_.r_l s , , - , ,,.0 - •�+ + + + + + + t + + + + + + +.._. + + + + + + + + _ o "� •"" _ t + + + t + + + -I- + + + F + + + t ' ■g;�* ■ .fi H 11/2 + + + + + + + + + t + + + + 112„ + + + + + 12H Q 3/4" TQ r �, + + + + + + + + + F+ + + + + a2w' 1 /4„ 1. / ? + µ + + + + + + + + + , + + + + + + + + + + H Fleet Property Line A A ��� 1114., %+ 7 + A210 + + + + + + 4 + + + + + + + + L € • %4s"' + + �+ + + + + + + +1„ I + + + + + L • 4t Y �.}� ` 12Q 12H 12H 12TQ1+1 + + + ;' , � oW". Q S. . 1 1/2' H t 21%2 + + + + + -� + + + + + + 4/4„ � L �k 4 4 F + + + + + + + + + + + F+ + + + L i re H • 12H F 2 /4"+ + + + + + + + + + + d ' 1 r +H + + + + + + + + + + + + L * 1 1/4" F + + + + + + + + + + + + + + H t + t t + + + 1 + L f 4 g L ST 0 H F 12H i„ 1 112" 1 1/4" + + + + + + + + + + + + i , � \� /4" i" H + + + + + + + + +° + + L THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY I 1 112" +3/4" + + + + + + + &/4" + + + L OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED 3/4 T4 4 „ Q S F� /4' 12H 1 " I t + + + + + + t + + 314 F N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF SS �' - F % ' B.BURKE & ASSOCIATES INC. H N H WT TO .,+ + + + + + + + + + + L 374 H 12A 12A } ° L DRAWN BY CN / 3/4„ F + + + + + + E / \ CHECKED BY: BB O A18 -L A17 12A A L Retenp 55 LL' , A 12H tion e LLL H J� 1 _ 1 1/2" F 9 1.. 12Q F / Pond H j 1„ 1112E / i 12H 314„ /�1 ff ' L 1/a H 1 1/2' 1 /4" H 12H ! j F 3/4" qq Matchline Plan B 12H f/ S e, r PLOT DATE' F Plan A 1zQ ` _ October 9 2017 11 /2 3/4" Ills ` ., E 11/4 - ,I+ REVISIONS LL � � �` T : � 314 � _ v � - ,�� A 1 L F SJ #'r TQ S Q H 1 1-23-18 COJ-Response Comments 1 L -- . - 3/4 A A 2 9-4-18 100% -Consolidation COJ-AB Permit Sets j 314' L L H A16 1/ 12Q .. 2F P 12H /' LLL L _ 3/4„ i 58 H' d1-'�. - ` LLLLLL L1 - - x r 1 LLLLL "tL -' 11/21, / Mo 10-11-18 Addendum 3, Reddi Check Changes F -' 1/ „ Q �,i ..t �� � � \ ,/ - S 3 i ✓/ H H H r d 1 12A Q _LLL A 314„ L / s H 3/4" L /ri H LL L, ,�% F NEW HEALTH CENTER H _�Y�, ..,.. {..- A $ I LL �! H % H LLLI�L BUILDING H_ /LL,.LLUL' 59 LLLLL A L A F 21,'2" H e H 4., 3// F LLLLL S H % LLLL Q IL L 3/4" 7 3/4„ 3 F F q L 12 LL LL i E. lr =30r SCALE: �( L 2' H H , 1 9 LL 9 LL L 1/2" S L H m 3l4" 1/4" r 3/4 LL �` L L L 4,. 11/4„ \ 9 L �, L A 1, PROJECT NO: 13-295.03 - / 3/4' H H 1" ,.a , 1 1/4" 1 1/2" I' q H L A L 3/4" 12A A n- A LL LL I L �. � S L, -- _ ti- LLL - L 1 L LL H _- � 11 ., Al 1" ., A 1 _ � L Ar I L 21/2" 111/4" A LL H / 57 E M LL LL S IR -• 2 12Q / $ LLL _ 11/2" 3/4" H $ LL LLL A 1 1/ ..L 3/4 LL 9 LLLL A, 5-' S L 11/4" LLLLL L L ' PERMIT SET , 1 ? Ll`--, 31IE- E L .LLL- - L 100% SUBMITTAL i_1_ - LLLiL6L L L $H/4„ 2 S I E S LLL L L L L L�� L1 2" L L L H S ' L L 1" SHEET NO: 18 of 22 LEGEND P.O.C. "A" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI P.O.C. "N" AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI *PUMP"A"PRESSURE LOSSES: 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 1700OF 21/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 14.0 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 60 GPM AT 44 PSI * PUMP "B" PRESSURE LOSSES: 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI 750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI 300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) = 2.16 PSI LOSS 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 18.46 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 60 GPM AT 49 PSI *** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER * SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION * METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS): 2" METER LOSS AT 60 GPM = 3.0 PSI LOSS 2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 1 100'OF 2 1/2"MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 20.22 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI SYSTEM REQUIREMENT = 60 GPM AT 51 PSI RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE WITH FLOW CONTROL -HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C. * WELUPUMP "A" TO BE 30 STATION CONTROLLER * WELL/PUMP "B" TO BE 24 STATION CONTROLLER * METER "N" TO BE 12 STATION CONTROLLER * METER "E" TO BE 12 STATION CONTROLLER NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR TQ HUNTER PGP #11TQ 30 7.6 42' 40' 0.63 INCHES/HOUR 8H HUNTER PGP #10H 30 5.3 41' 45' 0.63 INCHES/HOUR H HUNTER PGP #7Q 30 2.6 41' 40 0.63 INCHES/HOUR F RAINBIRD 15F 30 3.7 15' 15' 1.58 INCHES/HOUR TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.581NCHES/HOUR H RAINBIRD 15H 30 1.7 15' 15' 1.58INCHES/HOUR Q RAINBIRD 15Q 30 1.0 15' 15' 1.581NCHES/HOUR A RAINBIRD 15A 30 15' 15' 1.581NCHES/HOUR 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.41NCHES/HOUR S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.4INCHEWHOUR 12F RAINBIRD 12F 30 2.6 12' 12' 1.71NCHES/HOUR 12TQ RAINBIRD 12M 30 2.0 12' 12' 1.71NCHES/HOUR 12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOUR 12Q RAINBIRD 120 30 0.7 12' 12' 1.71NCHES/HOUR 12A RAINBIRD 12A 30 12' 12' 1.71NCHES/HOUR 10F RAINBIRD IOF 30 1.6 10' 10' 1.5 INCHES/HOUR 10H RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR 10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR IOQ RAINBIRD 100 30 0.4 10' 10' 1.51NCHES/HOUR 8F RAINBIRD 8F 30 1.6 IT 8' 1.51NCHES/HOUR 8H RAINBIRD 8H 30 0.8 8' 8' 1.5INCHESIHOUR BQ RAINBIRD 80 30 0.4 8' 8' 1.51NCHES/HOUR F RAINBIRD B -5F 30 1.5 5' 5' - H RAINBIRD B -5H 30 1.0 5' 5' Q RAINBIRD B-50 30 0.5 5' 5' - C RAINBIRD B -5C 30 0.5 5' 5' - 4 RAINBIRD B1408 30 2.0 - 3 RAINBIRD 81404 30 1.0 2 RAINBIRD 81402 30 0.5 - RAINBIRD 81401 30 0.25 - - - -ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85% AND A MINIMUM SCHEDULING COEFFICIENT OF 1.5 BODY TYPE 12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS . 4" POP-UP ROTARY - 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS 4" PRESSURE REGULATING POP-UP SPRAY - BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY 2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS 4" SCHEDULE 40 SLEEVING *** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS *** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK *** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED WITH CONTROLLER DESCRIPTION/SPECIFICATION air 'R`3 . Q K A li 12 /A-3 3/4" L - , r H 3/4" z ` 'y 314 A 60 / L 3/4" 3/4" H 1 ��9 F 12H E 12H L H 1/4" H A 12F 12 < S 314„ o v / ' A, 1/2„ „ 11/4" 3/4" 12F F A 1.2H / / 2A F 3/4 12H 1 Q A r Al A g 1 1/2' 60 -. ,7, LL H F 1,. 3 E L F F 3/4" 1 1/2"1112 9 `,. -� ` A A s1' H H 12A 12A 12A 1 12A 12A L J q F 11/2 3/4„ A / 2A 11/4" 12 1 1/4" L L 2„ 3/4" LL A A - .�_F� 2H 12H a* - /\ F I12�zH \ ' 1 4 Fl 2,. \ „ A A A 8 1/2" 1 1/2" _ 1.\ Q i ` 3/4' /_. �2TQ P B. / 1 F 2 86 1/4„ SA 8A „ A '' / \ �- / ! `% 12TQ H 46 �, A2 I { SA P ` 1 H 49 �� 3/4" l 1 1/4" 3/4" AA , - 8 10A T 1 1 1/4" q A 12 \ r \ 17- 1 /4) 3!4„ H F Al F /4" 8A 3 „ 1 1/4" F 583/4 A " f 1 J F 3/4" F A 2" /4" SA LLLLL 2A 10A 10A ` A 1 4 ` i IDA i T_ � 10A LL 10AA _._� g J g ' � A 3/4" � 12A 3/4„ .. A Q �" L F A 314" 74 l 3/4" H /4 i4 l i 12 12 - C 1 A j � Q .: S 12A 12A 12A E Q „ 314.. co w' 8„ 2„ H 1 1/4" \ A �`` 12A "� L. 12 �, E 2 n. 10H f< - -'---__ H H , i A A A _.�, �"�� 314 A A Aill A a. AS S E E 10 r ' 1/4' 59 A l 14 ,. - '-, ' . 3/4,. q - 3/4" _ 59 12Q 12H 12Q 12U 12A H 4" 314" A S S _ 1 1/ F N� A \\\ A F \' - SS SS SS A -mow 12 1 114" A A A 314„ s 3 A p 1 H p H O A12 _ 2„ 1/4" F /_ / / % / /_ A 1„ 58 314" 10A 1/ 3/4" 12Q A 1 1/4,t "1' H Q 11/4" A A A_ WINDWARD COMMONS O - BUILDING ASPHALT ❑ 0 ©o UNK 17 SPACES F -------- UNK CONCRETE WALK coNatm WALK UNK u ❑ ❑ _ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONCRETE F____7 ❑ ❑ ❑ ❑ ❑ El ❑ ❑ C City Of Jacksonville Atlantic Beach,_ 1- Q CL U) Q J Q S 0. In Q 1 3/4" 12A E S 1" S S S S E S S S 1 H K!./ c i I�el c 1 1 471 3/4" . n 3/4 Z� rdPAVILION II[I' H H A fit � •s �,�� E ty /'�T / A � C r- ca . f f!! Lll r ~ m � N Q�tC1 G 2 Viff 1 III . 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Q K A li 12 /A-3 3/4" L - , r H 3/4" z ` 'y 314 A 60 / L 3/4" 3/4" H 1 ��9 F 12H E 12H L H 1/4" H A 12F 12 < S 314„ o v / ' A, 1/2„ „ 11/4" 3/4" 12F F A 1.2H / / 2A F 3/4 12H 1 Q A r Al A g 1 1/2' 60 -. ,7, LL H F 1,. 3 E L F F 3/4" 1 1/2"1112 9 `,. -� ` A A s1' H H 12A 12A 12A 1 12A 12A L J q F 11/2 3/4„ A / 2A 11/4" 12 1 1/4" L L 2„ 3/4" LL A A - .�_F� 2H 12H a* - /\ F I12�zH \ ' 1 4 Fl 2,. \ „ A A A 8 1/2" 1 1/2" _ 1.\ Q i ` 3/4' /_. �2TQ P B. / 1 F 2 86 1/4„ SA 8A „ A '' / \ �- / ! `% 12TQ H 46 �, A2 I { SA P ` 1 H 49 �� 3/4" l 1 1/4" 3/4" AA , - 8 10A T 1 1 1/4" q A 12 \ r \ 17- 1 /4) 3!4„ H F Al F /4" 8A 3 „ 1 1/4" F 583/4 A " f 1 J F 3/4" F A 2" /4" SA LLLLL 2A 10A 10A ` A 1 4 ` i IDA i T_ � 10A LL 10AA _._� g J g ' � A 3/4" � 12A 3/4„ .. A Q �" L F A 314" 74 l 3/4" H /4 i4 l i 12 12 - C 1 A j � Q .: S 12A 12A 12A E Q „ 314.. co w' 8„ 2„ H 1 1/4" \ A �`` 12A "� L. 12 �, E 2 n. 10H f< - -'---__ H H , i A A A _.�, �"�� 314 A A Aill A a. AS S E E 10 r ' 1/4' 59 A l 14 ,. - '-, ' . 3/4,. q - 3/4" _ 59 12Q 12H 12Q 12U 12A H 4" 314" A S S _ 1 1/ F N� A \\\ A F \' - SS SS SS A -mow 12 1 114" A A A 314„ s 3 A p 1 H p H O A12 _ 2„ 1/4" F /_ / / % / /_ A 1„ 58 314" 10A 1/ 3/4" 12Q A 1 1/4,t "1' H Q 11/4" A A A_ WINDWARD COMMONS O - BUILDING ASPHALT ❑ 0 ©o UNK 17 SPACES F -------- UNK CONCRETE WALK coNatm WALK UNK u ❑ ❑ _ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONCRETE F____7 ❑ ❑ ❑ ❑ ❑ El ❑ ❑ C City Of Jacksonville Atlantic Beach,_ 1- Q CL U) Q J Q S 0. In Q 1 3/4" 12A E S 1" S S S S E S S S 1 H K!./ c i I�el c 1 1 471 3/4" . n 3/4 Z� rdPAVILION II[I' H H A ST 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURRE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: October 9 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 9-4-18 100% -Consolidation COd-AB Permit Sets 101 10-11-18 Addendum 3, Reddi Check Changes SCALE: 1"=30' PROJECT NO: 13-295.03 IR -4 PERMIT SET 100% SUBMITTAL SHEET NO: 19 of 22 • E ty � C 4 .J L ca . f!! Lll r ~ m � N Q�tC1 G 2 ST 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURRE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: October 9 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 9-4-18 100% -Consolidation COd-AB Permit Sets 101 10-11-18 Addendum 3, Reddi Check Changes SCALE: 1"=30' PROJECT NO: 13-295.03 IR -4 PERMIT SET 100% SUBMITTAL SHEET NO: 19 of 22 .F ST 0 HIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY F B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE &ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB 'LOT DATE: October 9 2017 ZEVISIONS 1 1-23-18 1 COJ-Response Comments 1 2 9-4-1$ 10096 -Consolidation COJ-AB Permit Sets 3 1 ( 10-11-18 1 Addendum 3, Reddi Check Changes �-)CALE:1"=30' PROJECT NO: 13-295.03 IR - 4 PERMIT SET 100% SUBMITTAL ')HEFT NO: 20 of 22 N M V ,d N E0 C7f m T, U 70 9, Q. C @ M -a � W > � tY1 P O @ N LO T y. .F ST 0 HIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY F B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE &ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB 'LOT DATE: October 9 2017 ZEVISIONS 1 1-23-18 1 COJ-Response Comments 1 2 9-4-1$ 10096 -Consolidation COJ-AB Permit Sets 3 1 ( 10-11-18 1 Addendum 3, Reddi Check Changes �-)CALE:1"=30' PROJECT NO: 13-295.03 IR - 4 PERMIT SET 100% SUBMITTAL ')HEFT NO: 20 of 22 _-z F7- -.. - - i 1„ h 3/4" ® q ? a 3/4" 9 2Q 1 9 F 7 H A 1/2„ 9 9 / 9 / q + 9 _ J LE 2" liM 1 1/4" Sa %� t2A 8 \ 1 1/ 1, WEN � , � F F P FJ H : 314" ' �' � 2H 1 !4„ - � Ig11/2" P.O.C. "A" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI 314' < A e 2" 2 U e P.O.C. "N" AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI 12A, JH g H �n�, % Yy ,C' • Ljj + 't9 * PUMP "A" PRESSURE LOSSES: E S 12A /r �i�gi 1 112" ` 1 iti^ „ m '� 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM - 4.0 PSI E - $ 11/4" V. 3/4" 3/4",_. /4 ti\ 12Qrn U _ L 1700' OF 2 1/2" LOOPLINE AT 30 GPM = 0.20 17 3.4 PSI 12 y H j P A / 821 c 250' OF 2 1/2" MAINLINE AT 60 GPM - (0.72)(2.5) = 1.8 PSI LOSS �� Q', /4" 1" M M A 1 60 t4+ +7! LATERAL ELECTRIC PE AND FITTINGS M 3.O PSI LIOSS S 2A E / H Q H Q Q 12A 1 L �L I ' TOTAL LOSS 14.0 PSI 12 1„ DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI PAVILION F all 12A � � 45 45 SYSTEM REQUIREMENT = 60 GPM AT 44 PSI ` PUMP "B" PRESSURE LOSSES: 4" 1 H 12A 2F H 1 12Q 1 OQ 10Q "Y 1 19H Q 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 1 g 9 9 9 g 12H 12A 1 L Vi 2100' OF 21 /2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI 66 314 - Q Cn 750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI S 60 - LL L 2 f ; 300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) - 2.16 PSI LOSS i 3/4 �"'_- -- ! E A L p 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS ' 12A 1 4' Q 12QLLL L T 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS 1 1/2" A' .. _ - 12H 1 1/,' z s„ s s SFi City of Jacksonville H s Q LLL L L c" 1 H 12A LLL LLL Y - 1, 12A 1 Q 12Q Q 1 8Q 3/4 3/ A A LCL LLL L Q O DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER - 30 PSI 12 LI $ LATERAL PIPE AND FITTINGS - 3.O PSI LOSS � L �\ 1 H + � 7 r _ /•�ttantlC BeaC L- LLL L tri TOTAL LOSS = 18.46 P81 L LLn LL 12H / 3/4" r.. � -+ ¢ 10A 10Q S , $ � 'b Q S 1 1/4'�C E s S S # 1 / 8A 3/ ® 12A LLLL LLL LL _ SYSTEM REQUIREMENT = 60 GPM AT 49 PSI + +� / �� g L :`SHOP STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER H "y+ 12H1 ' LL LL e Q' SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION 12A 2H y , ++ + i H S $ DO U B L E B P U LL LH_ L " METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS): ° I 9 9 + . +/#' I - 1 LLL L LL L 2" METER LOSS AT 60 GPM = 3.0 PSI LOSS ) < 1 H + + + 1 1 H /4" _! 1„ LLLL L L L L L 2A 9 9 + + j $ B2 6.. 2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS +, * ++° LL L 1 A LLLL L L L� LLLL 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 3) L LLLL L 1100' OF 2 1/2 MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS 314" - + +. + 10Q 10A r F L L 2H1 1!2 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS 3/4" 9 9 + ` L L L L L 1 1 H A H 12A 3/4" 1 1/4„ LL L LL LLL LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS + DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER - 30 PSI 9 9 1 ❑ / L L L -1L1L4 LL TOTAL LOSS = 20.22 PSI !1 12H O d p }} } $ T / T LY f i/ L LLL L + + 12H p '❑ ❑ Rete lion 1 LLLL1A41 L \\\YYYL���VVV LL SYSTEM REQUIREMENT = 60 GPM AT 51 PSI MS - 3/ + C 12 LLL L L L 12 ,+ n Ell p „,J 1" -NW LLLL aRAINBIRDPEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE 1. 3 2A 57 =//, 12H 12H 1� Ind V. $ LLL - F LLL WITH FLOW CONTROL _ - - = E E / a' + + ❑ " 12 124�G_ � - t, 1 1/2 9 M 12 i +• 12H HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND A � S 9 9 9 9 - - , 9 _ 9 9 : -, 9 9 1 9 2 ' %, ' ' +'- + 1 12A 59 DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C. ' ,,i$ M "IRRIGATION METER E WELL/PUMP "A" TO BE 30 STATION CONTROLLER � - � �, �.�, i 1 „ ' WELL/PUMP "B" TO BE 24 STATION CONTROLLER 1! A p 'METER ''N"TO BE 12 STATION CONTROLLER 9 MAIN STREET 114' �� CONTROLLER E .. Y i2 METER "E" TO BE 12 STATION CONTROLLER 9' -�' 9 11/2 E BUILDING 12 NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE 1 1� 12H F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR TQ HUNTER PGP #11TQ 30 7.6 42' 40' 0.63 INCHES/HOUR 8H HUNTER PGP #1OH 30 5.3 41' 45' 0.63 INCHES/HOUR H HUNTER PGP #7Q 30 2.6 41' 40 0.63 INCHES/HOUR A _ r 12F `LLL e F RAINBIRD 15F 30 3.7 15' 15' 1.581NCHEWHOUR 12A = 1 44 CONT OLLER B H 114 11 „�. �t � L 1) LLL L r TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.58 INCHES/HOUR /�r t& z „ H RAINBIRD 15H 30 1.7 15' 15' 1.58INCHES/HOUR 2 H LLLLLL Q RAINBIRD 15Q 30 1.0 15' 15' 1.58INCHES/HOUR MS r �, ' � 12H 1� � :LLLLLLL A RAINBIRD 15A 30 - 15' 15' 1.581NCHES/HOUR O 8 8A 3 9 W B B2 J �� LLLLLLL 11/4" �LLLLLLL L 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.4 INCHESIHOUR i ; 44 S RAINBIRD 4SST 30 8A 1 g 1 �/ 5 H\ LLLLLLL 1.2 4'x30' 15' 1.41NCHESIHOUR • Q A % 12H % 1 �LLLLLLL L <> 9 M .. LLLLLLLL L LE lk, �, �LLLLLLLL L L LLLL D s �.� �� ., � ; .., ��� H 1 114^ ti 112 �, C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHESMOUR 2H %%�� � 9 A L ALL 3!4" H � �� 1/ " =� .'' LLLLLLLLL E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.41NCHESIHOUR � M _ 1114 H MS L 12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR 2H ` 12 3/4 LLLLLL LL LL L ' 12TQ RAINBIRD 12TQ 30 2.0 12' 12' 1.71NCHES/HOUR A t �, L LQ LL -L�Li �L L L 2„ B1 �LL�LLLLL _L LLL i :. LL LLLLLL LL LLLL. 1" ' ` F LLLLL L 12 12A 12 3Y /2" 59 �1 �, WETLANDS ANDS 12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOUR q ,e. Zae"v g ., > ` LLLL L L 12Q RAINBIRD 12Q 30 0.7 12' 12' 1.71NCHESMOUR 2H...:,- 4„ i?' LLLLLI 2A 12A �Si P 12A A $ LLLLLLL' LL L LL LLLLL 1OF RAINBIRD 12A 30 12' 12' 1.71NCHES/HOUR -'^ "" z LLLLL 12A 12A 1 'Y y 1.6 10' 10' 1.51NCHES/HOUR jv, 2i; 2A !4 $ = LLLLLLLLL L II H RAINBIRD 10F 30 B �. 12H _.._ s LL1 3f p f LL h/� LLLLLLI tOH RAINBIRD 10H 30 0:8 1D' 10' 1.51NCHES/HOUR 10A -- '� , _ FL Ipq�LLLLLLLL L LLLLLLLLLLLL ' "C APPROXIMATE LOCATION OF W 1OT RAINBIRD 10T 30 0.6 10' 10' 1.5INCHESAIOUR 12F `.% /§ _. $ 4 _ R 1 M L 1/ " S S S "°'� i LLLLLLLLLL LLLLLLLLLLLLLLL AS TRACED OUT FROM A PREVOUS S LOQ RAINBIRD 10Q 30 0.4 10' 10' 1.51NCHES/HOUR 8 q 1!4" _ !4„ S 3/4" E Q / 2 LLLLLLLLLL LLLLLLLLLLLLLLLLLL., _ LLLLLLLLL LLLLLLLLLLLLLLLLLLL � a v 114' C�LLLLLLLLLL LLLLLLLLLLLL �y • LLLLLL 8F RAINBIRD SF 30 1.8 8' 8' 1.5 INCHES/HOUR OA 8A LLLLLLLLL LLL LLLLLLLLLLLLLLLL q ii $ 8H RAINBIRD 8H 30 0.8 8' 8' L5INCHESMOUR -- O 8Q RAINBIRD 8Q 30 0.4 8' 8' 1.51NCHES/HOUR '� � 1 LLLLLL4L1/ �� L LLLLLLLLLLLLLLLLLLLL,_ �' V1 A �, A �, A � S $ 1, ' 1' O S 3/4" gA LLLLLLLLL �L LLL LLLLLLLLLLLLLLLLL� 3!4' _ F RAINBIRD a -5F 30 1.5 5' 5' - $ LLLLLLL L LLLLLLLLLLLLLLLLLLL_ H RAINBIRD B -5H 30 1.0 5' S' -- p v •_ �_ ~ 3/4" A 8 ., i_ �✓✓ µ � �^.✓ 1 1 Q RAINBIRD B-54 30 0.5 5' 5' `/ ,L LLLLL LLLLLLLLLLLLLLLLLLLLLI _ A ` As <rR - ..Ly LLLL LLLL L LLLWLLLLLLLLL ' A 1. C RAINBIRD B -5C 30 0.5 5' 5' � - •• 8A " r"- 4 RAINBIRD B1408 30 2.0 � A 4"' ,,. ,; o LLLLLLLL LLLLLLLLLL ao %I, 12F "�- ' $ L LLLLLLLLLL LL1L1@4'LL 3 RAINBIRD 81404 30 1,p -- -�' LLL LLLLLLLLLLLLL -- -- 12A _ '� W A , R°� 2 RAINBIRD 87402 30 0.5 „ _ _ ,, � \ - - F 1 1/4' 1 1/2" /LL LLLLLLLLI RAINBIRD 61401 30 0.25 - -- -- o „ 60 A H O ,L - LLLLLLLLLLL / """ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED 9 L �T� PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85% 1 A 2 12F \` W L LLLLLL LLLLLLLLLLLL �M ff--ll AND AMINIMUM SCHEDULING COEFFICIENT OF1.S 9 3/4"r 11/4" LLLLLLLL LLLLLLL \. us. /4 F A r./ lT L C�LLLL-t=CELL 3 ` j. +-j BODY TYPE 314 2A 3/4n 1 N, `�---L_ L L L L I 11/,// ✓.,, 1 1 /4" 1 1/4 A 5`0� H 12A V1 V J 12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS � 4" POP-UP ROTARY EXISTING 2A 3/ 3/4"� �� kL /: •,- 12A 1„ • 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS A A -SS , HEALTH CENTERCD M 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS 12A 12,4 �`� • 0 4" PRESSURE REGULATING POP-UP SPRAY 314A ��-S� - BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY • • A �� H ■ � � 21/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL 1 ■ � � 2 1!2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS '4 I T OF '®R4" SCHEDULE 40 SLEEVINGI *** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED10A /4" IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS 12 *** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAYBE HUNTER SOIL CLICK 10A 8A o *** POUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED 8A e r•� WITH CONTROLLER DESCRIPTION/SPECIFICATION A 8A 8A 3/4" c A 42 8A i A 12A 3/4A z'// " • �� 12A p 3/4" 4' 1 114" 11,41 a ° 1 311/4" A y A MS E - � (2) HANDICAP 12A _ _. 1 „ q 63 1- 10A ° 1 PARKING SPACES % _. 1!2" 52 �Q 10 1/4"- 3/4"4� 2A A J� i I I A. c A 9Q�� ® OH \ �4 •a a A \CSG �o� E LCL"` $ a ° y � - [!,\ lL ASPHALT A F�� MS LL BZ 11/4, LL' CO. E p 60 LLLL 9 o E L 9 12A 12A 1 1/4„ �±L 12AL 1 P LL9 E LL LL L,' 0 2 LFL'. 9 12 „ LL7 LL 2 1/4" 12A 3 L���.. 9 oO MS 1 1/4" LLL FLP B 1 A LL 54 2H1� L, -1�p 12A 1' A L 4 q 'S%9 e see. A q A see •e1/✓yy N `I GFt 0 12 GP p SGP S 9 S \1111\ COLEMAN CENTER PARKING LOT T 0 I DRAWN BY: CN CHECKED BY: BB i i I PLOT DATE: October 9 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 4-30-18 AB Tree Permit Submittal _ 3 9-4-18 100% -Consolidation COJ-AB Permit Sets ® 10-11-18 Addendum 3, Reddi Check Changes q. 1 � � I •x SCALE: 1"=30' PROJECT NO: 13-295.03 all ore Yo i IR - 5 PERMIT SET 100% SUBMITTAL -_- 1 SHEET NO: 21 of 22 00 xe amu: S 60 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B,BURRE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURRE & ASSOCIATES INC. - a•eee es ��ppaee�eee eese - iimeo®00a eee•a A 12H a, eee 12A A � H A 1 S 0 q j s S Zch p 1 1/2" 9CFJ' $ S S t S N `I GFt 0 12 GP p SGP S 9 S \1111\ COLEMAN CENTER PARKING LOT T 0 I DRAWN BY: CN CHECKED BY: BB i i I PLOT DATE: October 9 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 4-30-18 AB Tree Permit Submittal _ 3 9-4-18 100% -Consolidation COJ-AB Permit Sets ® 10-11-18 Addendum 3, Reddi Check Changes q. 1 � � I •x SCALE: 1"=30' PROJECT NO: 13-295.03 all ore Yo i IR - 5 PERMIT SET 100% SUBMITTAL -_- 1 SHEET NO: 21 of 22 00 xe amu: S 60 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B,BURRE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURRE & ASSOCIATES INC. 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS 4" SCHEDULE 40 SLEEVING *** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS *** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK *** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED WITH CONTROLLER DESCRIPTION/SPECIFICATION CONTROLLER POP-UP ROTOR 12" POP-UP SPRAY DOUBLE CHECK VALVE B.P. U ELECTRIC VALVE giruaia 12" POP-UP ROTOR 4" POP-UP SPRAY CONTROLLER "E" (FOR TEMPORARY 2" METER TO EAST) ZONE LEGEND- WATERING SCHEDULE TIMING "A" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI E1 60 0.63 INCHES/HR 60 MIN eP.O.C. P.O.C. "N" AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI CONTROLLER "A" (FOR WELL "A") 0.63 INCHES/HR 60 MIN 0.63 INCHES * PUMP "A" PRESSURE LOSSES: ZONE GPM PRECIP. RATE TIMING MIN. WATER @ 75% EFFICIENCY E4 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI 0.63 INCHES/HR 60 MIN 0.63 INCHES E5 57 1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI Al 60 1.5 INCHES/HR 26 MIN 0.74 INCHES 0.63 INCHES/HR 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS A2 59 1.5 INCHES/HR 26 MIN 0.74 INCHES 60 MIN 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS A3 60 1.5 INCHES/HR 26 MIN 0.74 INCHES 0.63 INCHES LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS A4 60 1.5 INCHES/HR 26 MIN 0.74 INCHES TOTAL LOSS = 14.0 PSI DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI A5 59 1.5 INCHES/HR 26 MIN 0.74 INCHES SYSTEM REQUIREMENT = 60 GPM AT 44 PSI A6 58 1.5 INCHES/HR 26 MIN 0.74 INCHES A7 59 1.5 INCHES/HR 26 MIN 0.74 INCHES * PUMP "B" PRESSURE LOSSES: A8 56 1.5 INCHES/HR 26 MIN 0.74 INCHES 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI A9 59 1.5 INCHES/HR 26 MIN 0.74 INCHES 21 00'OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI A10 56 1.5 INCHES/HR 26 MIN 0.74 INCHES 750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7,5) = 1.5 PSI All 57 1.5 INCHES/HR 26 MIN 0.74 INCHES 300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) = 2.16 PSI LOSS Al2 58 1.5 INCHES/HR 26 MIN 0.74 INCHES 250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS A13 56 1.5 INCHES/HR 26 MIN 0.74 INCHES 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS A14 58 1.5 INCHES/HR 26 MIN 0.74 INCHES LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS TOTAL LOSS = 18.46 PSI A15 59 1.5 INCHES/HR 26 MIN 0.74 INCHES DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI A16 58 1.5 INCHES/HR 26 MIN 0.74 INCHES SYSTEM REQUIREMENT= 60 GPM AT 49 PSI A17 59 1.5 INCHES/HR 26 MIN 0.74 INCHES A18 55 1.5 INCHES/HR 26 MIN 0.74 INCHES *** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER A19 59 1.5 INCHES/HR 26 MIN 0.74 INCHES * SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION A20 60 0.63 INCHES/HR 60 MIN 0.63 INCHES * METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS): A21 54 0.63 INCHES/HR 60 MIN 0.63 INCHES 2" METER LOSS AT 60 GPM - 3.0 PSI LOSS A22 57 0.63 INCHES/HR 60 MIN 0.63 INCHES 2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS A23-Prog B57 0.63 INCHES/HR 60 MIN 0.63 INCHES 2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI A24-Prog B46 0.63 INCHES/HR 60 MIN 0.63 INCHES 11 00'OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS A25-Prog B46 0.63 INCHES/HR 60 MIN 0.63 INCHES 2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS A26-Prog B49 0.63 INCHES/HR 60 MIN 0.63 INCHES LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS A27 -- -- -- -- TOTAL LOSS = 20.22 PSI A28 DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI A29 -- -- -- -- SYSTEM REQUIREMENT = 60 GPM AT 51 PSI A30 TOTAL WATERING TIME: 914 MINUTES = 15 HOURS 14 MINUTES RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE UNDER NO RAIN CONDITIONS, WATER: WITH FLOW CONTROL EASTERN STANDARD TIME = TUESDAYS DAYLIGHT SAVINGS TIME: - TUESDAYS AND FRIDAYS HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND PROGRAM A WATERS 10 PM - 9:14 AM DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C. PROGRAM B WATERS 5 PM - 9 PM * NOTE THAT SPRAY ZONES WATER 10 PM TO *WELL/PUMP "A" TO BE 30 STATION CONTROLLER 6:14 AM * WELL/PUMP "B" TO BE 24 STATION CONTROLLER * METER "N" TO BE 12 STATION CONTROLLER CONTROLLER "N" (FOR TEMPORARY 2" METER IN NORTH) * METER "E" TO BE 12 STATION CONTROLLER ZONE GPM PRECIP. RATE TIMING MIN. WATER @ 75% EFFICIENCY NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE N1 60 0.63 INCHES/HR 60 MIN 0.63 INCHESN2 60 0.63 INCHES/HR 60 MIN 0.63 INCHES F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR N3 60 0.63 INCHES/HR 60 MIN 0.63 INCHES TQ HUNTER PGP #1lTQ 30 7.6 42' 40' 0.63 INCHES/HOUR N4 60 0.63 INCHES/HR 60 MIN 0.63 INCHES 8H HUNTER PGP #10H 30 5.3 41' 45' 0.63 INCHES/HOUR N5 57 0.63 INCHES/HR 60 MIN 0.63 INCHES H HUNTER PGP #7Q 30 2.6 41' 40 0.63 INCHES/HOUR N6 60 0.63 INCHES/HR 60 MIN 0.63 INCHES F RAINBIRD 15F 30 3.7 15' 15' 1.58 INCHES/HOUR N7 57 0.63 INCHES/HR 60 MIN 0.63 INCHES TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.581NCHES/HOUR N8 H RAINBIRD 15H 30 1.7 15' 15' 1.58 INCHES/HOUR N9 Q RAINBIRD 15Q 30 1.0 15' 15' 1.581NCHES/HOUR N10 A RAINBIRD 15A 30 -- 15' 15' 1.58 INCHES/HOUR Nll 9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.41NCHES/HOUR N12 S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.4 INCHES/HOUR TOTAL WATERING TIME: 7 HOURS E RAINBIRD 4SST 30 0.6 4'x15' 15' 1.4 INCHES/HOUR UNDER NO RAIN CONDITIONS, WATER: 12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR EASTERN STANDARD TIME = TUESDAYS 12TQ RAINBIRD 12TQ 30 2.0 12' 12' 1.7 INCHES/HOUR DAYLIGHT SAVINGS TIME- TUESDAYS AN FRIDAYS 12H RAINBIRD 12H 30 1.3 12' 12' 1.7 INCHES/HOUR PROGRAM A WATERS 11 PM - 6 AM 12Q RAINBIRD 12Q 30 0.7 12' 12' 1.71NCHES/HOUR 12A RAINBIRD 12A 30 -- 12' 12' 1.7 INCHES/HOUR CONTROLLER "B" (FOR WELL "B") 10F RAINBIRD 10F 30 1.6 10' 10' 1.51NCHES/HOUR 10H RAINBIRD 10H 30 0.8 10' 10' 1.5 INCHES/HOUR ZONE GPM PRECIP. RATE TIMING MIN. WATER @ 75% EFFICIENCY 10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR 10Q RAINBIRD 10Q 30 0.4 10' 10' 1.5 INCHES/HOUR B1 54 1.5 INCHES/HR 26 MIN 0.74 INCHES 8F RAINBIRD 8F 30 1.6 8' 8' 1.5 INCHES/HOUR B2 60 1.5 INCHES/HR 26 MIN 0.74 INCHES 8H RAINBIRD 8H 30 0.8 8' 8' 1.5 INCHES/HOUR B3 52 1.5 INCHES/HR 26 MIN 0.74 INCHES 8Q RAINBIRD 8Q 30 0.4 8' 8' 1.5 INCHES/HOUR B4 57 1.5 INCHES/HR 26 MIN 0.74 INCHES F RAINBIRD B -5F 30 1.5 5' 5' -- B5 57 1.5 INCHES/HR 26 MIN 0.74 INCHES H RAINBIRD B -5H 30 1.0 5' 5' -- B6 60 1.5 INCHES/HR 26 MIN 0.74 INCHES Q RAINBIRD B -5Q 30 0.5 5' 5' - B7 59 1.5 INCHES/HR 26 MIN 0.74 INCHES C RAINBIRD B -5C 30 0.5 5' 5' -- B8 60 1.5 INCHES/HR 26 MIN 0.74 INCHES 4 RAINBIRD B1408 30 2.0 -- -- -- B9 59 1.5 INCHES/HR 26 MIN 0.74 INCHES 3 RAINBIRD B1404 30 1.0 -- -- -- B10 60 1.5 INCHES/HR 26 MIN 0.74 INCHES 2 RAINBIRD B1402 30 0.5 -- __ __ B11 59 1.5 INCHES/HR 26 MIN 0.74 INCHES RAINBIRD B1401 30 0.25 -- -- -- B12 59 1.5 INCHES/HR 26 MIN 0.74 INCHES B13 58 1.5 INCHES/HR 26 MIN 0.74 INCHES ***ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED B14 55 1.5 INCHES/HR 26 MIN 0.74 INCHES PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85% B15 60 1.5 INCHES/HR 26 MIN 0.74 INCHES AND A MINIMUM SCHEDULING COEFFICIENT OF 1.5 B16 60 1.5 INCHES/HR 26 MIN 0.74 INCHES B17 57 1.5 INCHES/HR 26 MIN 0.74 INCHES BODY TYPE B18 55 1.5 INCHES/HR 26 MIN 0.74 INCHES B19 54 1.5 FICHES/HR 26 MIN 0.74 INCHES 12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS B20 60 1.5 INCHES/HR 26 MIN 0.63 INCHES B21 60 1.5 (NICHES/HR 26 MIN 0.63 INCHES 4" POP-UP ROTARY B22 58 1.5 INCHES/HR 26 MIN 0.63 INCHES - 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS B23 33 0.63 INCHES/HR 60 MIN 0.63 INCHESB24 44 0.63 INCHES/HR 60 MIN 0.63 INCHES 12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS TOTAL WATERING TIME: 692 MINUTES = 11 HOURS 32 MINUTES UNDER NO RAIN CONDITIONS, WATER: 4" PRESSURE REGULATING POP-UP SPRAY EASTERN STANDARD TIME = TUESDAYS . DAYLIGHT SAVINGS TIME: - TUESDAYS AND FRIDAYS BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY WATER 10 PM - 9:32 AM * NOTE: AREAS NEAR WALKS AND PARKING WATER 10 PM - 7:32 AM 2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS 4" SCHEDULE 40 SLEEVING *** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS *** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK *** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED WITH CONTROLLER DESCRIPTION/SPECIFICATION CONTROLLER POP-UP ROTOR 12" POP-UP SPRAY DOUBLE CHECK VALVE B.P. U ELECTRIC VALVE giruaia 12" POP-UP ROTOR 4" POP-UP SPRAY CONTROLLER "E" (FOR TEMPORARY 2" METER TO EAST) ZONE GPM PRECIP. RATE TIMING MIN. WATER @ 75% EFFICIENCY E1 60 0.63 INCHES/HR 60 MIN 0.63 INCHES E2 60 0.63 INCHES/HR 60 MIN 0.63 INCHES E3 60 0.63 INCHES/HR 60 MIN 0.63 INCHES E4 60 0.63 INCHES/HR 60 MIN 0.63 INCHES E5 57 0.63 INCHES/HR 60 MIN 0.63 INCHES E6 60 0.63 INCHES/HR 60 MIN 0.63 INCHES E7 57 0.63 INCHES/HR 60 MIN 0.63 INCHES E8 60 0.63 INCHES/HR 60 MIN 0.63 INCHES E10 -- -- -- _. Ell -- -- -- _. E12 TOTAL WATERING TIME: 8 HOURS UNDER NO RAIN CONDITIONS, WATER: EASTERN STANDARD TIME = TUESDAYS DAYLIGHT SAVINGS TIME - TUESDAYS AN FRIDAYS PROGRAM A WATERS 11 PM - 7 AM IRRIGATION COVERAGE = 100% IRRIGATION UNIFORMITY APPROXIMATELY 75% THIS IRRIGATION PLAN HAS BEEN DESIGNED BY A CERTIFIED IRRIGATION DESIGNER, AND COMPLIES WITH THE STANDARDS AND SPECIFICATIONS OF THE IRRIGATION ASSOCIATION AND THE FLORIDA IRRIGATION SOCIETY THE DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST: WHEN LESS THAN 1 1/2 INCHES PER WEEK ARE APPLIED DURING MAY THRU AUG WHEN LESS THAN 1 INCH PER WEEK IS APPLIED IN MAR, APR, SEP, AND OCT WHEN LESS THAN 1/2 INCH PER WEEK IS APPLIED DURING NOV THROUGH FEB DYNAMAX IL200-MC MOISTURE CLICK WITH SM200 MOISTURE SENSOR 0 PIPE & MAINLINE LATERAL WIRE WIRE PIPE PIPE TRENCHING > 4" o � SLEEVING ELL aim TEE 3 O 02 UNDISTURBED SOL 9YPIC&, p wl�j�CON� BLOCK n oPIPE (TYPICAL) - 4T ELL 445' ELL 0 1- SUPPLY LINES 3-[NCHM IN DIAMETER AND 71I�11�LARGER SHALL RECEIVE CONCRErE THRUST 2. SEE SPECIFICATIONS FOR AMOUNT OF CONCREM TO BE USED FOR THRUST BLOCK WYE THRUST BLOCK THRUST BLOCK SIZE IN CU -FT OF FACE TEE=(55)(6.65)/2000=0.18=1 /4 90-ELL=(55)(9.40)/2000=0.26=1 /4 45-ELL=(55)(5.1)/2000=0.14=1 /6 FOR CITY OF JACKSONVILLE AND ATLANTIC BEACH REVIEW, SEE SHEETS IR -2, IR -3, IR -4 and IR -5 FOR DETAILS Call Before You Dig 0 0 .(D 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: Oct. 9, 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 3-13-18 COJ-Response Comments 2 Uo • �.�. c 0..tC Addendum 3, Redd! Check Changes L(LEW`) c j G c m td , mn 09 0 0 .(D 0 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: Oct. 9, 2017 REVISIONS 1 1-23-18 COJ-Response Comments 1 2 3-13-18 COJ-Response Comments 2 3 9-4-18 1007 -Consolidation COJ-AB Perm t Sets `t l 10-11-18 Addendum 3, Redd! Check Changes SCALE: No Scale PROJECT NO: 13-295.03 IR -6 PERMIT SET 100% SUBMITTAL SHEET NO: 22 of 22