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96 Ocean Pool 2013 Plans z�78 2006 Specifies three . 0 methods (or determining the rnox.rrTum s stern flew r,_1te simplified TDH calculation is one of the methods specified. j 1 ts�i�4tGr1 I TDIOI Head In Fee ... ti . For ,�ch p.Jmp ers1b, hOrf ane Inches 1.dercury (Vacuum Gauge) Simplified Total Dynamic Hec►d (TDH) Calculation Worksheet 12 „ 1 16 ,a -- _. _ 0 2 4 6 1 J aLrL�l_fie� Totsl D^na,mrc NeoJ _ ^ - L _ 9.0 11.J 13.6 15.8 18.1 203 Determine Maximum System-Flow i - (_Cmptet8 S �H 'rVark5n2Ei F III In Jil :n1 I 2J 4 6 -6.8 9.1 11.4 iJ.618.1 20.4 22.7 f. -- lotet xt amlC f pOv IDHt 9.1 17.4 13.7 1s9 181 20.4 227 25.0 2 - 4.6 6 9 -- Minimum Flow Rate Required: 35 gpm Per `,trimmer (-- 3 69 9 2 t is 7J_� 16.0 _ 18.2 z6s 2z.e 25.0 -z>3 I � CoFnp'ete °roSrom or ofFdr cac u' 1, req„red 4 9.2 11 S 1J.8 760 18.J zos z2 25.1 27.1 29.6 -- 1 Calculate Pool Volume: _ Q-7 blanks on worksheet Fi acch r.t,lcul,lti r, s 11.5 13.8 16.1 18.J 20.6 22.9 2s.1 -z7.4 29.6 31.9 ��0-- x _-----_ x 7.48 (gal./cut)l foot) _ _ 7 2[_ _ _ - 6 13.9 16.1 18_4 20.6 21.9 25 2 T7 4 29.7 J 1.9 34 2 (s„n woo) IFw Devtht '� I.jaxirnurn rlow Co 0 itv -- _ ___ --- _ -� - 7 16.2 18.4 20.7 23.0 25.2 27S 29 7 32.0 34.3 36.5 2 Determine preferred Turnover lime In hours: e�- "-_of the new or replxernenf pump e 19s 207 2Jo _ _ _. . x 60 (rain. / hr.) _ _ 1-C3 I - _ _ _ r He rs') (Turnover 6. Mi ) _.. 25.3 27.5 29.8_ 32,0 J4 jy 9 20J3 23.1 25.3 " 27.6 29_8 321 14 J J6.6 J8 9 �� Determine Max Flow Rote:'Z��7_ / --- - - - 10 2J.1 25.4 27.6 29.9 32.1 J4.4 36.7 J8.9 41 2 4J.4 Vol .n gal) (ii�rr�.[r Uns) (Pool {Io« Fn1e) (Feoture Flo,, Rate -- - _ ---._) A1,,}�,. - - -- - 4. Spa Jets- x ) (Systan rlow Rule) ll1S4�2 12 - 27.7 30.0 322 -- 36.8 39.0 49a. 43.5 45.8 48 - -- -�--- gI'fil pet jet =_ -_ 8- -_ flow rote. -- (No. of Jets) (Jet Flow) (Total .lel Flow kale) w+ 13 30.0 32=3` Jsb 36.8 39.1 41.J 4J6 45.9 48.1 50.4 (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & s,a I 1 Ifum variable flow n speed - t± J2a 34.6 36.9 39.1 41.4 43.6 159 48_ -Sp-4 s%7- p pump is used, use the max, is 34.6 ass 39.2 41.4 43.7 45.9 48s so.s 527 ss.o G ) f P calculations. m _16 Jz.o 3s.2 415 43.7 46.0 48.3 sos 52.8 55.0 573 Deterirline Pipe Sizes' 2. For side wall drains, use appropriate side wall drain _t7_ 39.3 41.5 43.8 46.1_ 48.3 -50.6 52.8 u.i s7-4- 59.6 !t � ` I flow as published by manufacturer. m _ to 41.6 43.8 46.1 484 50.6 52.9 ss.1 57.a 59.7 61.9 Branch Piping to be inch to keep velocity ® 6 fps max. at ,L a_ is 43.9 46z 48.4 50.7 s29 ss2 57.4 ss.7 62.0 64.2 N gpm Maximum System Flow Rate 3. In-Floor suction outlet cover/grate must conform to v 2° - �z 46•s soa s3.o s5.2 s7s ssa 62.62.-0 64.3 6&5 Trunk Piping t0 be _ 'Z _ inch to keep velocityy @ 8 fps max. at _ ��- vx 21 IA5 so-9 530 ss3 s7.6 ss.9 szl 64a 66.6 s9 __ gpm Maximum System Flow Rate. most recent edition of ASME/ANSI A112.19.8 and be 22 wx 53.1 5sa s7.6 sss sT.1 64.4 66.6 66.6 Its Retum Piping to be // embossed with that edition approval. 23 SJ.1 55.4 57.7 59.9 62.2 64.4 -667 69.0 712 7JS p 9 _�_ inch to keep velocity ® 10 fps max. at . /__d�- gpm Maximum System Flow Rate. I. 24 55.4 57.7 60.0 622 645 66.7 69.0 71.3 7J 5 75 8 Pump & Filter make, model and location can not 25 s78 so.o 62.3 64.5 66.8 69.1 71-3 73.6 75.6 78.1 Determine SIriIDIIfIPrI mu• change without submitting a revised plans and TDH 26 60.1 623 64.6 6s.8 69.1 71.4 73.5 759 79.1 804 worksheet. _ 27 624 64.6 66.9 692 71.4 73.7 75.9 78 2 805 827 1 Distance from pool to pump in feet _ -ie 64.7 ss.9 69.2 71s 73.7 76.0 782 eos ate es.o -- j 29 67.0 69.3 71.5 73.8 76.0 79.3 80.5 828 85.1 873 2. FFICt10n TOSS (in suction pipe) m inch pipe per 1 ft. �� I 30 69J 71.6 73.8 76.1 78.3 80.6 829 85.1 87.4 69.6 '`---_9Pm = •a - - _ -(from pipe flow/friction loss chore) 31 71.6 73.9 76.1 78.4 80.7 829 85.2 87.4 69.7 920 3. Friction loss In return -r� _ I i 32 73.9 76.2 78.4 80.7 83.0 852 87S 89.7 920 943 ( pipe) In l,�inch pipe per 1 ft. �9 E! m _ gpm 33 762 78.5 80.7 83.0 85.3 87.5 896 92.0 94.J 96.6 -- --- ---_•,� _(from pipe flow friction loss chart) I -- 4 34 78S 80.8 83.1 85 3 87.6 89.8 92-1 94.4 96.6 98 9 (Length of `uct Pie x • 35 80.9 83.1 85.4 87.6 89.9 92.T 94.4 96.1 98.9 101.2 P ) (Ft of head/1 ri of Prp2) (TUH uct ) I�CTE �� �H , WST BE EQUAL TO OR HIGHl -- x- _�� THAN THE CALCUI ATED TDH. (Length of Return Pipe) (Ft of hood/l ft of Pipe) (TDH R urn Pie I - - TDH in Piping: I FIQW 4>7d Fndga Loss__7X P f FOOt -- ---- 1 Schedule 40 PVC Pipe Filter loss in TDH (from filter data sheet): I - Vel - Feet Per Second °ie_ Size S f _ s Heater loss in TDH (from heater data sheet): P t 8fis rn 0.14' 10 fps - ---- 21 m 0.23' 26 m 0.35' Total all other loss: - 1 s 37 m 0.08So qpm 0.14' s2 The following cut sheets are included. ---- 2' _S2 0.06' 82 m 0.10' 103 m 0.16' Total simprified TDH: 2s 88 m 0.05' 117 m 0.09' 14s m 0.13' 3' _ 138 m 0.04' tgt m Pump Heater Selected Pump and Main Drain Cover 4' _ ?34 m 0.03' 313 m 0.05' 92 rin m 0.00' Pump selectionSt'Nf 3/Y s" 534 g m 0.02' 712 m o.ni Filter _QIP using pump curve for Simplified TDH & System Flow Rate �Thearphy Jets (Pump model and size ,n Horsepower) Main Drain Cover CM zS5O(o 320.CY3 (Make and Model) QSYstern Flow Rate must not exceed approved cover flow rate) O Main Drains Water Falls Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. 0Other Determine the Number and Type of Required In-Floor Suction Outlets �6- l 3 Swimming Poo/ Specification For: U O type of cover role 0 Dual Main Drains suctions outlets @ � /vO NPm max.now 000, 4�5'e J O 0 Multi Main Drains a suction outlets @t�"" 9Pm max. now L.V,0 '_c`TCot9na ure Z 6 ChtI�N,U UIE Pasta�1 n f annel Drain channel drain @ ®gpm w7ORC co•t-adnrs F,;nted rvo, ��l-- � I t�PCO 15,2 C�nl-xtars Cen- No Z cm W a a I- U) I C.2 L&j Z Lrr>r.� {.Id.. ❑ w W Z Y U xrsa a LL W w w ❑ ❑ W W Q TYP.NO.8,89,OR 9 AGGREGATE IN OPENINGS Li U CONCRETE PAVERS MIN.31/8 IN.(80 an)THICK W � FOR VEHKx1LAR TRAFFIC(ASPECT RATIO<3) MAP SHOWING SURVEY OF m W CURBIEDGERESTRAINT WITH CUT-OUTS MAP SHOWING SURVEY O F ; W 0 FOR OVERFLOW DRAINAGE(CURB SHOWN) LOT 5, BLOCK 34, ATLANTIC BEACH SUBDIVISION "A" AS RECORDED IN PLAT BOOK 5, AS RECORDED IN PLAT BOOK 5 ATLANTIC BEACH SUBDIVISION BLOCK 34 LU , , A , PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 5 _ a Q • (_ =1 I I-i PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. U a o_ 1IEIII=III m Z o'. . I-III=11 i=i Ow I1=iI1=lii ❑ co I-iif=ill=l ` w w occ W FIRST .STREET W m - -_ FIRST STREET W (� �-+�- BEDDING COURSE 1 112 TO 2 M.(40 TO 50 true)THICK p I I- (TYF'.NO.B AGGREGATE) m a z FORMERLY MAC DONALD STREET I=" w w °a AREA SCHED LE FORMERLY MACDONALD STREET 0 �)= I VARIABLE WIDTH RIGHT OF WAY (PAVED) a NV.(100 MM)THICK NO. STONE NAME AREA VARIABLE WIDTH RIGHT OF WAY(PAVED) Z a OPENRADM BASE LOT AREA K333 sq ft. O O �0��O -GO I GEOTEXTILE ON TOP AND SIDES OF DETACHED GARAGE MAIN STRUCTU-RE 1j370 s223 q tt � W II- 107.16' IRON - IRON q SUBBASE UNDERNIEYOND CURB N RETE DECK AREAS 485 sq ft. 107.16'IRON-IRON Z CDC Q 1S PALM ON T� PAD 106.82 3' sPu7 RAIL FENCE CONCRETE AREAS 432 sq ft. L 0.1' 02 OZ SET 1�p2g1, O Q -_I MIN.6 IN_(150 MIS THICK CORNER 106.82 T SPt 1T RAIL FENCE PIPE-CAP UKIM j LJ NO.2 STONE SUBBASE 42.9' IMPERVIOUS TOTAL 2,510 sq ft. 07 .l J 32 3 3 LOT COVERAGE% 47.07% FOUND 34 RON,PIPE' < a AREA SCHEDULE Z Q OPTIONAL GEOTEXTILE ON SUBGRADE Z o o NO CAP(2-Ir Sly) R o o o PER DESIGN ENGINEER LL CONCRETE " w w y a �,u a DRIVE w NAME OLO AREA O = Z m ,____ LOT AREA 5.333 sq ft. U SOIL SUBGRADE o 4_g' _ W L 3 a s € t 't _ 20-0• MAIN STRUCTURE 1.230 s ft. `3.2' - WOOD LL e 3 I III: e_ viz= q w z.e" 2 STORY FRAME f- _ SETBACK DETACHED GARAGE 416 sq ft. ❑ Z s a DECK d COVERED PORCHES 176 sq ft. 2 NOTES: 0" RESIDENCE 39.5' Z z.a' o a OPEN TRELLIS OVER DECK 170 s ft. Q O q 1. 2 318 IN_(60 MM)THICK PAVERS MAYBE USED IN PEDESTRIAN AND RESIDENTIAL APPLICATIONS. z 15.2' m N o. 96 w ID _ �. POOL COPING 58 sq ft. (n 6.0' w i` C. WATER FLOW �O PAVER AREA @50%(364 sq ft actual 132 sq ft. Z 2 N0.2 STONE SUBBASE THK3CNESS VARIES WITH DESIGN. _ © o O = ch o O' _ Z CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. 0 o o �O - W T O W r- Ln o - IMPERVIOUS TOTAL 2.012 s ft. O v U q >- w 5'-0` O w o O - m0 O z w l fTl - O z I � r N 3. N0.2 STONE MAY BE SUBSTITUTED WITH N0.3 OR N0.4 STONE. g O o 'O Z O S W � DRAWMG ND. ry N Q cv ."� {"' ¢ ` 40.0'-. LL LOT COVERAGE%A 37.73! ❑ o PERMEABLE PAVEMENT WITH FULL ;CPI-68 4 WWD DECK WO S7 K z f 3 ry w Z EXFILTRATION TO SOIL SUBGRADE 0 w O scN E NO SCALE 5.5' u'' M A/c PAD 20'-0• 15.2' UNDER C7 SETBACK O w rn W ❑ I WA R STAIRS ��''''��''''yy�� O U U TE FLOW l.A� _ FLOW � U 3' SPLIT RAIL FENCE n < WATER FLOW WATER ► 0.3' o< 1.3' �+ Z J 0) Q co SILT FENCE Fm- +' w a W K) �, 1.r Q --� O Q 6' WOOD FENCE E � = D v, > z T W 106.22' cZ -i FOUND 12'O20N, t_4, G WOOD FENCE 1 2� 0.1' FENCE - FOUND i?IRON, ,> ¢ Q ca NO CAP - 06 2 J PPE, m H � F i ¢ -O co Q I- , O PPE,NO CAP TOLWE 0.1 r: Q Q � I a 706.15 FIELD � -� �5 ti: 106.15'FIELD IJ..� � Q ui 27.7' �D n n OD 21.1' 20.6' J w u- 20-6' m UJ Y �C CD O Z ►- ❑ x z m o o �' p 0 z co Z -Wi Q� tii m U =D p m L) o Q U Q F F ¢ O - --I W CO) 0 Z a o o ;d M � J LOT 6 n `� o N LOT 6 Q „C� Z < M D CD G W Q m r c � Z EO O O v � m 21.0' 64.4' 20.6' 64.4, 20.6' O ❑ _ c m 21.0' ❑ to W Q rn 105.60' ^ i� 105.60, '� W I- O � Z O - -- - -- ----- LL O Z U v o �° W i- v Ua r 1"". ") U U O cV � LOT 7 m o LOT 7 W-� = U o o C7fij Z mZw :; o = } o- 12 a a Lu W W CL � O NOTES: a, W 2. NO BUILDING RESTRICTION LINES A_. PER PLAT. NOTES: W O 1. THIS IS A BOUNDARY SURVEY. 1.THIS IS A BOUNDARY SURVEY. � Z 3. NORTH PROTRACTED FROM PLAT. c 2.NO BUILDING RESTRICTION LINES AS PER PLAT. _ 3.NORTH PROTRACTED FROM PLAT. 4. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: I"- Z Al = 88' 45'44" (AT PROPERTY LINE) O -a U 4.INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS: Q yl0 Al=88"45'44' (AT PROPERTY LINE) A2 = 89'55'20" (AT IRON) 00 A2=89°55'20' (AT IRON) Z I'^ �N Bi = 90'02'47" (TO PROPERTY LINE) m B2 = 88' 53'11" (TO IRONS) 81=90"0747" (TO PROPERTY LINE) Q ❑ D C� C = 89' 56'37" B2=88°53'11" (TOIRONS) W c co D = 9t' 14'52" C =89"56'37 = - 7 as D=91"14'52' _� W Z O LL_ � O t��0 O Z � 0 Q LL U � o THE PROPERTY SHOWN HEREON APPEARS TO LIE THE PROPERTY SHOWN HEREON APPEARS TO LIE O W IN FLOOD ZONE "X' (AREA OUTSIDE THE 500 YEAR IN FLOOD ZONE "X' (AREA OUTSIDE THE 500 YEAR Z FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FLOOD PLAIN) AS WELL AS CAN BE DETERMINED m Z FROM THE "FLOOD INSURANCE RATE MAP" FROM THE "FLOOD INSURANCE RATE MAP" O Q COMMUNITY PANEL 120075 0001 D REVISED APRIL THIS SURVEY WAS MADE FOR THE BENEFIT OF COMMUNITY PANEL 120075 0001 D REVISED APRIL THIS SURVEY WAS MADE FOR THE BENEFIT OF um 17, 1989 FOR THE CITY OF ATLANTIC BEACH, ROBERT HENDERSON AND LYNN HENDERSON_ 17, 1989 FOR THE CITY OF ATLANTIC BEACH, ROBERT HENDERSON AND LYNN HENDERSON. w Z FLORIDA. FLORIDA. Q f/) Z_ E > ❑ CO CO w Q � C4 o m "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. w 0 0 o N E ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. S 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 co Z ¢ -i 9 Q � SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. 3672 SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 _ = N V O U a Qvo U CHECKED B Y: SWC DATF BRUARY 15, 2073 CHECKED B Y: SWC DATE: W U BOATWRIGHT LAND SURVEYORS, INC . BOATWRIGHT LAND SURVEYORS, INC . z o CO °' 0 DRAWN BY: DRAWN BY: FEBRUARY 15, 2013 w Op U Z X (0 FILE: 2013-0118 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEE 1 OF 1 FILE: 2013-0118 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF I N Z a0= LL 0 Q O ,_. � a. w OfZ ORIGINAL SITE PLAN PROPOSED SITE PLAN ° m O z f- 44 _ I- ❑ O t0i O W Z �,/ m In tf/ m (A 0 0 OQ u Z fU LW 0 :6= 0 m W 0 THESE PLANS ERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. U