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Mayport Road 2389 (2) GRAPHIC SCAL,E -V _v v 20 0 10 20 40 80 6" UNDERGROUND IRON GAS LINE� 0 IN FEET I inch 20 f L. > < CL STAKE LOCATING WATER LINE 13 1.3' X 1,7' BY ATLANTIC BEACH WATER METER Q T 0 p S B E N C M R K 0 R V 6 4 1 0 p G 1 8 3 CIL SET NAIL IN�VQOD POWER POLE CONSTR. 247 LF.- ITEIIJ U) CL CONC. ELECTRIC PAD R I - I WOODEN BULKHEAD 10 ELEVATION SPRINKLER CONTROL 299 . 68 6) '3. Ilk N88 *1 4' 32 E TL-P EL. 15.5 01% Or% ON ELEVATIONS DENOTED "T-HUS 3.5' VALVE BOX 1--,' 6, O`\ 1� -_ 11�1 / 9 kD LECTRIC MANHOLE 0 /1 F ID 1/4 IF) (15.0-3) AND REFER To 6' yiO00 FENCE 1>< �.�E Kip 03.6 # 4,584 co co G. DATUM ft-- 11p U- 4up - V�P LI - -2 -, ,-e� ,, 13- OA11 VN 1- OAK 3 OAK 9- AK L01 e""t ____4 - I V1. WHITE (-i- r N I/ I'll �1 - - 57�7' STOP BAR 16 X" 010 0 0 0 IT, DOUBLE YELLOW 9' OAK �f A 4DAR] A CUR 3� I, <0 oo LANE DIVIDER 0 jUI IL � a: �,_T y I cb Q 2 CE) to CHURC 11) + ILJIBSURFAC�, 5T0RMV4ATF_R 1 22 5PACE5 6.7' 1 0 4�' -P TION B 36' DOUBLE OAK INFIL-1 A 14; 1 1 SFAKE LOCATING Q2' L BY ATLANTIC BEACH 30, OUBLE Ot2, 17 90ACE5 C3 5' 4' 2 C-) 6' 0 0 J�l DC B�g OAK-3 0 < 01 7)5' 3 > M E DIAN CUPF3 4 LE]EATION MAP 4 22T 14�) �91 GUTTER (_ryP.) N.T.5 u 2B.9' �D I C/) rT1 C) YEL OW 20" OA ITE STATISTIC Lj) u ACE-, Q 1- 6AK M aiK_2 0 0 t 17 1 CO - -5 C43 < 40' 0 1--- 10" OAK C t 71 CURB INLE�_ f,,�2 r SQUAR If ,R!E!TION ��N�T PARKING AREA 25,719.3 0.590 39.0% 41 CRAiE (1 159) 0 fri Q3:�q- N. ItIv. (.5105) 4a" R.(-,P- jj� 0.318 21.0% BUILD. AREA 13,856.0 Z R C.1 S. INV, (5.52) 4B 1 -0 (D 8.1, SWIN'IMING POOL, ETC.2,400.0 0.055 3.6% �4 W. INV. (WIABLE TO 'READ) 4 5PA'_ p6et i tKI v WALK/STOOPS 1,452.9 0,033 2.2% Is, tj 12' L t-1) z 5.5, POND A;."EA N/A - a-IBSUPFACE -Z z > Q2' IJ JAND5�,AFIF_ 22.tQ3 6611 TOTAL APEA OF SITE 65,938.4 1,514 100.01 z 25?0' 1 _50.- 0, 0 1 37*-6* 0 1 2 0.997 65.8% Z . IMPEQVIOUS AQEA 43,425.2 zQ1 4 26-0 -D - 1.5140 ACQES�-) 14, 8: AREA OWNE > 00 r1q cl� J :2!� LL, 0 (jA (L 0 Fff C) 0 1 ___1 I E=_� T I .1 PAPKII\IG PEGUIPEMENTS 0 1\ -) C_�) V 1 12' OAK 6' kn 1,4 PEO'D PEQ'D PARKING QEQ'D HANDICAP 0 0 HANDICAP SPACES L9 PARKING PAQQNG SPACES P4 m 0 rr) 0 PATIO SPACES PROVIDED SPACES PROVIDED --I C1_% (24-61(8)) z LLX Lr) Go I Z N I SP/POTEL ROOM 6; 1 4 r--11--CONSTR, 91S L.F. (66 REG PMS + 60 61 3 3 4 H.C. ACCESSIBLE C'3 WEEIDEN BULKHEA QMS - 70 TOTAL) _j CD __J I �p, 11 TOP F-L. 15,5 C/'D 11. z C-3. 8' OAK<.� m �1 - >< ;nc .: " 14" OY ZONED CQQ- 1 Lo C:1 n 12'\�)AKX (=) z r--j Cn 35' EASIEME' NT J 2. 7' S.I.C. CODE 201 1 A�) PFR ORV ')998 FIG 718t 236 Z-1 FLOOD ZONE X C� FEMA PANEL No. 120075 0001 D DUVAL COUNTY w C"j, C) -0400 ct� z REAL ESTATE No. 169398 C-3 w CT3 C --c cf, =1 z r 12- OA�A, 12' OAK cak- E:3 I E A K >< EXHIBIT A PARCEL 1 Cz 1 " _FND 112" IP # '1080 0 z C=1 J/ -4 _ 8 PVC w FND 112 11 INV. L3 5 L .9 0� 76 LEGEND # 3, �j 66� 299 . �CONSIR, 26:3 LT '11� S88*1 4 WHI]DEN BULKI-CAD 2 w AN I TAR Y SE�VER MANHOLE IOP FL. 1�5.5 v C) 8" P v (2- DIAMETER) (131---ARING BASE) -- EA,SEMENT FOR SUE3JACEN1 Si,JPPORT GRA TE INLET INV. �3.87) TOP=13.5' AS PER ORv 6486 PG 109 IRON 61�`) LII\ S TORY MA NNOL C ?) 0 C�6 �4 WATER HNF Ac' f LAGGED BY (,I ry OF A I'LAN TIC BEACH :I STORAI SCWER -1 1 0 9 V 6 8 FND 112" !F) A(ITCRED END SECTION 3080 .1. " 0 (D T 0 F HECINNINC.' CONTOtIR LINE F-1 C (is.9.) SPOr GRADC PX 17.0 P OCT 2 FENCE -x--x--X-X- 0 0 0 �000 ILI 0 E-4 - SOL)IIIERLY LINE 0 INDEX 1- 0 C."." IVIL DRAW �-', NG '.-.) City `f Atlantic 0 - F ORV 6486 PO-109- WATER oWff[R each WA TER VA L VE V, 10 N Ing SANITARY SEWER MANHOLES 0 PQ0J. NUMBEQ. Sii�T SLI11cling and An GENERAL DESCRIPI RLMARKS SANITARY SEWER LINES SITE, GEOMETRY, & MARKINGS PLAN 0 WOOD POWER POLE 9914 0 CONCRETE POWER POLES - F-'OINT OF COMMENCEWNT FND 1/2" IP 2 PAVING, GRADING, & DRAINAGE PLAN OVERHEAD CLECIRIC LINES DATE, 07/17/99 OVERREAD 7ELE"PRONE LINES & SEWER PLAN i CLARY (1k A'_3`_'0C, HORFHWEST CORNER OF FAIRWA`/ VILL-AS 020' OAK TRIFLES 4 PAVING,__q[LAg�NG & DRAINAGE DETAIL SHEETS REMOVED TREE 10' OAK DQAVVN BY, KCK P8 -59 PGS 22 S(. 22A x WAT PROTECTED IRCE QA* OAK SEWER DETAIL SHEETS C44ECKED BY, KCK DRAINAGE DIVIDE C I BENCI-OAARK USED IS AN "X"--CLJT TEUPORARY S!LT FENCE T/( TCiP or CURB ON LA'_:-)'T SIDE OF Ik�AYPORT ROAD tj/(,: 1301`10M OF CURB DRAINAGE FLOW PArH LEFF OF DOORWAY ()I-- DAR- B- Q E/P EDGE OF PAVEMENT Of CI_ CENTERLINE PIT #1985 MAYPORT ROAD. IN V. INVERT U.S.C. & G. DATUM R.C.P. REINFORCF0 CONCRE TE PIPE 3 5' BENC E TA4 I Lj 0 OA LL' zw 0 a �in r-------------------- "N' z U) PRESSURE CARTRIDGE SPA FILTER SYSTEM VACUUM DE POOL FILTER SYSTEM w cq CWI tr 1,575 GALLONS IN 30 MINUTES VAK PAK 37,080 GAILLONSIN HOURS !Ta u- i 13 52.5 GPM @ 0.262 200 103 2 5Z6 w 3: GPM FILTER RATE, SQ. FT. TOTAL GPM @ GPM FILTER RATE, SQ. FT.TOTAL ir IL--- -------w--------- BOTTOM VIEW 2 VAK PAK DP100 FILTERS, 14 ELEMENT, 19-DE FILTERS AIR GAP, ;o 100 3.75 52.5 L 6 1 7 S K 3 E 8 12 SQ, FT. EACH SQ. IFT. EACH W/1'SPACING BETWEEN GRIDS TOTAL SQ. FT. WIL co 0 T 1 HIP STARITE RECIRCULATION PUMP. P2RA5EL 2 HP STARITE RECIRCULATION PUMP. P4EA66L 1PHASE 115 VOLTS, 52.5 GPM @ 60 TDH, INTEGRAL STRAINER 230 INTEGRAL T IPHASE VOLTS, 110 GPM @ 62 TDH, STRAINER 0 1- NOTE: ELECTRIC I AIL r PANEL !MUST HAVE (BY OTHERS) 2'OVERFLOW 3' CLEARANCE FOR 2 H,P. STARITE THERAPY PUMP, 1 PHASE P4EA6GL 314 HIP STARITE VACUUM PUMP P2RA5DL r MAINTENANCE Q 230 VOLTS 100 GPM @ 50 TDH, INTEGRAL STRAINER IPHASE 230 VOLTS, 45 GPM @ 50 TDH, INTEGRAL STRAINER P V) z U-1 0 L 1 1/2" BLUE WHITE FLOWMETER. CF30 150 P, 20 TO BLUE WHITE FLOWMETER, CF30 250 P, 60 TO L 100 GPM 240 GPM (BACKSIDE) z E H 3 > uj &_ �D 1 PRESSURE GAUGES 0-60 PSI,2"FACE I PIIESSURE GAUGES 0-60 PSI, 2"FACE 7 2 1 VACUUM GAUGE 0-30 PSI,2"FACE I VACUUM GAUGE 0-30 PSI,2"FACE SPA COLLECTION TANK - - - - -- -- -- G - - - -- - -- - - - -- - - cr F GENERAL INSTRUMENTS THERMOMETER 32'TO 248'F GENERAL INSTRUMENTS THERMOMETER 32*TO 248*F z uj CL2FEEDERBY RAINBOW MODEL HC3315 15/97.600 PPD/GPD CL2 FEEDER BY RAINBOW M6DEL HC3330 30 192,000 PPD/GPD G WITH FLOWMETER AND ADJUSTMENT VALVE G) WITH FLOWMETER AND ADJUSTMENT VALVE 13 E ILLJ T 1 JAGUZZI 9408-3475 12 RWLC,AUTOMATIC WATER LEVEL CONTROL DEVICE 0 m cy a SEPARATOR TANKS 80 SQ. FT. EACH Ljj z z uj 0 ?_ u F- IF) < !!� LLi (D u Ld cy_ TZ O.R.P, CONTROLLER MAKE AQUASOL MODEL ASPIC ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMUM 30 Fr.CANDLES u� V) - 0 o z C) 60 WATT MINIMUM LLJ 0 PLAN VIEW < L) m*_ z 3 4 8 8 L 5 E w Ld 0 cr_ RWLC,AUTOMATIC WATER LEVEL CONTROL DEVICE 0 z LLJ w T 7 2 W 0 c/-D Lu _j uj _j < 1 A B F 0 w < CA_ 1 �t C-/-) cj--) 0� F--- M >_ U-1 F_ W 0 c/ T'_ :T s F w I 1 17- z 0 VALVES AND PIPE SIZES POOL SPA 0 < _-a Ln CI_ r-r) 0 WASTE LINE� 2 AIR GAP A MAIN DRAIN 6' 6' U) < ji "�� _e '1-55 Ln \7 n , 'L ve - — -A&— I -It FINISH K od D B SKIMMER 4' 2' 0 0 GRADE H 0-) V) 0 z 6 LL1 to '�Z_o G 0 D VACUUM LINE(OPTIONAL) 2" uj E RETURN LINE 2 1/2" 1 1/2" cy L I'_ I CD J 6 CD I 4--TO WASTE F FILTER PRECOAT 2' z co B cll� V) P G PUMP TO WASTE 1 1/2* 111211 P R 4 & I _ 10 LLJ ADJUST STATIC WATER' I'_ IN,- 0 LEVEL W/COMPRESSION ,IN \\ H PUMP TO FILTER 1 112" z 11/2" NN\ LLJ \ NUT \ cn W, \6�k Fmn < H K z < c I FRESH WATER FILL(HOSE 8188 WNAC BKR) G < U-1 0 0 7 < It) L.L. L) i FILTER TANK DRAIN 2' W E W Ld F- o K RECIRCULATION SUCTION 31 2 2 X_ 0 z CL Irrt D 0 L > 0 c LL_ 0- o L FROM HEATER W/CHECK VALVE 1 1/2" o LJ c] > co LLJ < TO WAS �j 0 TE 15 _N1_/ 0 1-- :�i M TO HEATER 1 1/2" B 0 L�j C/') FRONT VIEW LLJ 0 TANK OVERFLOW 2' 2' 13 0 CL G K Lj P STATIC LINE 1 1/2" 11/211 s _j 0 'y LLJ s THERAPY SUCTION 3' Co m CN FILTER NOTES U 0 T THERAPY RETURN 2 1/2" ISOMETRIC x 2� 0 1. VALVES FOR PROPORTIONING FLOW ARE FOR THE MAIN DRAIN, SKIMMER, U TANK CAPACITY 120 GAL. 160 GAL. ul) w m CNI TO AND FROM HEATER AND RETURN. c`4 (D 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM WITH THE N.E.C.AND SHALL P 0 U) 0 Z BE IN COMPLIANCE WITH THE UL 1081 STD. < Lu 0 I� r- CIL 3. FILTER ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS OR OTHER Lu 3: a: UJ O� K ITEMS THAT COULD IMPAIR OPERATION FOR INSPECTION OF SYSTEM, HOSE BIIBB WITH (_9 z VACUUM BREAKER z 4 cn uj w ALL COMPONENTS ARE DESIGNED FOR CONTINUOUS USE. ZWIN uj o <zj AIR GAP FOR MANUAL z s: FILTER TANK HAS COVED INTERSECTION BETWEEN WALL AND FLOOR. P7 w = Z - 0 5. TANK FLOOR SLOPES TO DRAIN. AND AUTOMATIC FILL _HYDRAULICVALVE _j CLO 0 FLOAT VALVE z o < 6. ALL CHEMICAL FEEDS ARE INTERLOCKED WITH RECIRCULATION PUMPS. z En FLOAT VALVE 0 < — —77 BOX _1"BALL VALVE 0 ui . -_ OFF io ALL VALVES, PIPES, CHEMICAL FEEDERS AND CROCKS ARE PERMANENTLY LOCKABLE 0 z uj 7. MARKED. ACCESS STATIC WATER- THIS SPACE RESERVED LEVEL W 8, ALL PIPING IS NSF-pW AND IS SO MARKED. VENTS EACH END FOR STATE APPROVAL STAMPS z w ADJUSTMENT OPERATING ON 9. ALL PUMPS ARE SELF-PRIMING. NUT — WATER FII TER TANK UJI EQUALIZER LINE 10. DRAIN IS LOCATED UNDER EACH PUMP. LEVEL z I PUBLIC SWIMMIlv, 0 (TO POOL) 0 D 0 FINISH A P P R 0 V 0 11. FLOWMETER IS LOCATED AS PER MANUFACTURERS INSTRUCTIONS AND Is GRADE z Ln CAPABLE OF READING 1.5 TIMES THE DESIGNED FLOW RATE. 37' AUTOMATIC AND MANUAL FILL DETAIL 0 ALTH u M 12- NO DISSIMILAR METALS USED. f�_ DUVAL COUNTY PUBLIC HEALTH DEPARTMENT Ln z 13-30 Fr. CANDLE(MIN.)LIGHTING PROVIDED. 0 DRAWING L) 14- FRESH WATER SUPPLY SHALL BE FROM AN APPROVED POTA13LE WATER 6'-4" Serial No. SYSTEM OR SHALL MEET THE POTABLE WATER SYSTEM EQUIPMENT AND M-3 PROVIDE LABORATORY DOCUMENTATION TO THE COUNTY PUBLIC HEALTH X��/X�>/x FRONT X 4 4 x UNIT. SIDE OF 15- DIFFERENTIAL PRESSURE GAGES ARE REQUIRED ON EACH FILTER VESSEL. "Y' Date lollol..;O ATE- SMOOTH IMPERVIOUS SLIP L_" E 1"19APPROVAL IS NOT INTENDED To (n AUGUST, 2000 uj RESISTANT FLOOR _j VAK PAK C131000 SERIES CABINET DETAIL Li PROJECT NO.: cy C9 I-) co y- SPATRTUNIT.DWG 06190 zz W z 00 a 2 U.) Z U)� LLj c"I W (x < u- SPA NOTES: W or 1 . PIPING SHALL BE SCHEDULE 40 PVC AND �SHALL BE NSF-PW APPROVED. ANY PIPING EXPOSED TO SUNLIGHT SHAL.L BE COATED FOR UV >_ cn PROTECTION. ALL EQUIPMENT COMING INTO CONTACT WITH SPA WATER TO BE CERTIFIED BY NSF OR BY THE MANUFACTURER TO BE LEAD FREE. z 0 2 2. SPA WASTEWATER SHALL BE DISCHARGE:D THROUGH AN AIR GAP. cn 3. SPAS LESS THAN 120 SQ. FT. IN AREA SHALL HAVE MIN. FOUR FOOT WIDE UN-OBSTRUCTED CONTINUOUS DECK AROUND A MINIMUM OF 50 PERCENT U) OF THE SPA PERIMETER. DECKS SHALL NOT BE MORE THAN 10 INCHES BELOW THE TOP OF THE SPA. > < 4. THE FOLLOWING RULES ARE REQUIRED IN ADDITION TO THE RULES REQUIRED 3 tow .0 FOR POOLS LISTED IN SHEET M-1 f "POOL INOTES", NOTE 15: 4 ALL 1 1/2" RETURN LINE INLET (TYP.) 0 1 ) 11MAXIMUM WATER TEMPERATURE 104 F. THERAPYJET 2) CHILDREN UNDER TWELVE MUST HAVE ADULT SUPERVISION. _j INLET (TYP.) 3) PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH HEALTH PROBLEMS 2 1/2" THERAPY RETURN 100W r AND PEOPLE USING ALCOHOL, NARCOTICS OR OTHER DRUGS THAT CAUSE 18 0 UNDERWATER z 0 z 1:_: DROWSINESS SHOULD NOT USE SPA POOLS WITHOUT FIRST CONSULTING 3: mo in LIGHT C) 0 2 m � 0 A DOCTOR. m ui cf) uj z z 4) MAXIMUM USE 15 MINUTES. U) < ui u < uj x - m 6" MAIN DRAIN LINE V) 0 § C 5. A CLOCK SHALL BE VISIBLE FROM THE SPA POOL TO ASSIST THE PATRON 2" SKIMMER LINE Li z IN MEETING THE REQUIREMENTS OF NOTIE 4), ABOVE. ui SLOPE FLOOR cy- uj cn TO MAIN DRAIN— ----RECESSED SURFACE 2 _j cy- If SKIMMER a_ Ld 9 X9 MAIN Lu W 0 (n SPA DATA DRAIN 1 1/2" EQUALIZER LINE uj AREA.................84 SQ FT 0 cli z PERIMETER............38 FT Lu z CAPACITY........1 ,500 GAL Z FLOW... 52.5 GPM 0 z ...... __j EQUALIZER FITTING, z 0 2 U) TURNOVER..........30 MIN. z INSTALL 12" BELOW < LOAD............8PERSONS 0- WATER SURFACE U) z < E-4 cy- cn HANDRAIL :d CD DARK COLORED TILE BAND ATWATER LINE z 6" - 12" HEIGHT_ 0 a4 0 0 Z SPA INSTALLATION MECHANICAL PLAN 44 0 z a, 01 1-011 1/2 1 cn E- �4 00 P-4 -1 .- ESCUTCHEON STAINLESS cn PLATE STEEL E-4 HANDRAIL L0 CN C14 r e Z U) W BENCH < z Z`14 C)L-j Lr) Lu z m'n W L r)I- Z Lj CN <m zJ 7 z !T,- -ANCHOR C-0 z _j cicn SLEEVE 171 C4 NOTE: to �,< 0� 0 z #8 COPPER GROUND CONTRASTING MARKINGS REQUIRED 0 WIRE IN ACCORDANCE ON EDGE OF SUBMERGED BENCH AND THIS SPACE RESERVED 0 z AT INTERSECTIONS OF TREADS AND FOR STATE APPROVAL STAMPS Z ca WITH THE NATIONAL 10 ELECTRIC CODE RISERS IN ACCORDANCE WITH 64E-9.006(l )(d)3. (MIN.) PUBLIC SWWM", A P P R 0 V E D z 0 ...... 12" MAX. IF STEP STArE OF FLORIDA DEPARTMENT OF HEALTH 14" MAX. IF BENCH TMEN-T DUVAL COUNTY PUBLIC HEALTH DEPAR z 0 DRAWING 0 M-2 SPADETAIL STEPS Serial No. )0 3 OF 4 it I-oil Date 1 y IFR LTRUCTI)RIN' T INTENDCD TOc2__ DATE: iOTE I 41S APPRO AL 15 NO < AUGUST, 2000 ix n PROJECT NO.: SPAMECH.DWG 06190 u r /8 z POOL NOTES: 1 DEPTH MARKINGS SHALL BE IN ACCORDANCE WITH FAC 64E-9.006(l)(c)3. AND SHALL BE LOCATED AT OR ABOVE WATER LEVEL ON INSIDE VERTICAL WALL AND ON DECK WITHIN 2' OF 0 o WATERS EDGE AT LOCATIONS SHOWN. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET. CONTRACTOR SHALL VERIFY EXACT DEPTH PRIOR TO PLACING -z Lo DEPTH MARKINGS, ALL DEPTH MARKINGS SHALL BE TILE. cr 1211 1211 - 2. "NO DIVING" MARKINGS SHALL BE IN ACCORDANCE WITH FAC 64E-8.006(l)(c)3 AND SHALL BE LOCATED ON TOP OF CURB RISER OR ON DECK WITHIN 2 FEET OF WATER AT LOCATIONS :j SHOWN. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET. w 3: 10, 401 13' 3. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP-RESISTANT FINISH. LADDER TREADS SHALL ALSO BE SLIP RESISTANT. 4. PIPING SHALL BE SCHEDULE 40 PVC AND SHALL BE NSF-pw APPROVED. 5. POOL WASTE WATER SHALL BE DISCHARGED THROUGH AN AIR GAP. DISPOSAL SHALL BE TO ONSITE RETENTION POND. 4" PVC WASTE LINE TO BE BURIED WITH 12" MIN. COVER. --SPA COLLECTOR. o 9 6. A RINSE SHOWER SHALL BE PROVIDED ON OR NEAR THE POOL DECK, WITHIN 20 FEET OF THE NEAREST POOL WATER'S EDGE. HOSE BIB WITH VACUUM BREAKER SHALL BE FOR DETAIL, SEE IL PROVIDED FOR DECK WASH DOWN. DRAWING M-3. 7. V) 41 0 POOL DECKS SHALL HAVE AN UNOBSTRUCTED AREA WITH A MINIMUM WIDTH OF 4 FEET AROUND THE PERIMETER OF THE POOL. DECKS SHALL BE CONSTRUCTED OF CONCRETE OR E� OTHER NON-ABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT TO A MAXIMUM OF FOUR PERCENT AWAY FROM THE POOL OR TO DECK DRAINS TO PREVENT STANDING WATER. WHEN A CURB IS PROVIDED, THE DECK SHALL NOT BE MORE THAN 10" BELOW THE TOP OF THE CURB. 8. NIGHT SWIMMING REQUIREMENTS: OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF THREE FOOT-CANDLES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL DECK > Lj SURFACE. UNDERWATER LIGHTING SHALL BE A MINIMUM OF ONE-HALF WATT PER SQUARE FOOT OF POOL WATER SURFACE AREA. < LIJ 9. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION, INCLUDING GROUNDING OF ROOL COMPONENTS, SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE-LATEST. 10. CHEMICALS SHALL BE STORED INA COOL, DRY, AND WELL-VENTILATED AREA UNDER A ROOF OR OTHER ENCLOSURE AND SHALL BE INACCESSIBLE TO THE PUBLIC. TREATMENT UNIT FOR DETAIL, SEE 11. GROUND HANDRAILS, LADDER, AND LIGHT FIXTURES WITH #8 COPPER GROUND WIRE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. DRAWING M-3. 12. FLOORS AND WALLS SHALL BE WHITE OR LIGHT PASTEL IN COLOR. WRITTEN APPROVAL MUST BE OBTAINED FROM THE HEALTH DEPARTMENT PRIOR TO INSTALLATION OF ANY DESIGN OR LOGO ON POOL FLOOR OR WALLS. z 5-: 0 z 3: m C) 0 02 C/) Li 13. POOL SHALL HAVE HANDHOLD ON DECK OR CURB CONSTRUCTION WHICH IS NOT MIORE THAN 9" ABOVE MIDPOINT OF SKIMMERS. �_: < < U) (n § FOR SPA u < 14. POOL AREA SHALL INCLUDE TWO OR MORE SHEPHERD'S HOOKS WITH ONE-PIECE POLES (MIN. 16' LONG) AND MULTIPLE LIFESAVING RINGS (MIN. 18" DIA.) WITH SUFFICIENT DETAIL, SEE U) ROPES ATTACHED TO REACH ALL PARTS OF THE POOL FROM THE DECK, MOUNTED ALONG EACH OF THE LONGER SIDES OF THE POOL. .......D-E C K__TO- B E DRAWI..NG M-3. W u z z FINISHED WITH ui 15. THE FOLLOWING RULES SHALL BE POSTED AT OR NEAR POOLSIDE AND SHALL BE LEGIBLE FROM POOL DECK: < cr_ KOOL DECK COATING C) LLI "(1) NO FOOD, DRINK, GLASS OR ANIMALS IN POOL OR ON POOL DECK LL_ LIJ ill 101 0- z It (2) SHOWER BEFORE ENTERING POOL ui < . 11. (3) BATHING LOAD: PERSONS Ld y "WHITE VINYL (4) POOL HOURS: A.M. TO P.M. 2 JOINT STRIP (5) NO DIVING" _j V) < POOL 0 16. LETTERING FOR POOL RULES SIGN SHALL BE 1" HIGH (MIN.) EXCEPT FOR "NO DIVING," THE LETTERS FOR WHICH SHALL BE 4" HIGH. THERE SHALL BE NO PROVISION FOR DRINK DECK Lu 0— z OR FOOD SERVING FACILITIES WITHIN 12' OF THE WATER'S EDGE. AT DECK LEVEL PROVIDE Lu (D 443 BARS CONT. WITH M < #3 TIES @ 18" 0 z cn 1 17. AT ALL CHANGES IN BOTTOM SLOPE, PAINT A 2" WIDE STRIPE IN A CONTRASTING COLOR ACROSS THE BOTTOM AND UP BOTH SIDES. ALSO INSTALL A SAFETY LINE MOUNTED z z 0- 0 WITH CUP ANCHORS, 2 FEET BEFORE THE CONTRASTING MARKING TOWARDS THE SHALLOW END. INSTALL VISIBLE FLOATS AT MAXIMUM 7 FOOT INTERNALS. SWL (f) 0- z 2" EXPANSION Ld JOINT 01-0" 0 5" 0 zo DARK COLORED TILE BAND 2" CLR 12" HEIGHT AT WATER LINE, 6 M 115 F71 #3 @ 12" < REDUCING TEE SEE NOTE 1 #3 @ 12" 0 114 FTl# (TYP.) STAINLESS V) SEE NOT 1 2" PVC 3 TREAD - ESCUTCHEON $TEEL cn 1. 1 1 z LADDER PLATE HANDRAIL R 6" WHEN H</=X-001 1 113 FT" ""d CD 3" PVC RADIUS VARIES 3'-O"< H <51-01, 0. SEE NOTE 1-\� �14 < R 2'-6"WHEN H 5-4- L) 0 z Z > ............. 0 Q-4 z 0 r o RECESSED SURFACE U-0 0-4 C, 4" PVC SKIMMER LINE CD 2'-0" LAP SKIMMER (TYP.) 1-001 2" (TYP.) 51 0" _ 15'-Q" 10 . _-1. —1 F— ANCHOR I 6" MAIN DRAIN LI SLEEVE THE UPPER PART OF POOL WALL SHALL BE VERTICAL cf) 91-olt 2" (TYP.) cn OR WITHIN FIVE DEGREES OF VERTICAL FOR A MINIMUM Z [L 0 #8 COPPER GROUND DEPTH OF 2 1 2 FEET. NO DIVING" 0 !� j WIRE IN ACCORDANCE SEE NOTE 2 is I I WITH THE NATIONAL -i — (TYP.)___ 12'-0 18 -011 U) ELECTRIC CODE 100 TYPICAL WALL SECTION 2 1/2" PVC RETUR w Lu (MIN.) m N.T.S. CL a- r 7. 9 0 0 41-611 ED _j i .— . CN 300 W U) SLOPE CD UNDERWATER 1:40 CONTRASTING DARK COLORED TILE 6" PVC SLOPE 2- (TYPICAL) IF BULLNOSE TILE IS USED, CD LIGHT (TYP.) 0 1211 )C 1211 WIDTH MAY BE REDUCED TO 3/4" 1:12 2" PVC VACUUM U) MAIN SLOPE 0 Z cy- 0 SLOPIE 0 0 DRAIN 1:40 Lu 1 :40 co POOL DETAIL - STEPS LIJ -----115 FT11 UJ CL 0 SEE NOTE 1 N.T.S. 0 o< z fy Lo STAIRS AND 0 019: W HANDRAIL, z _j W 7 < z *5,, SEE DETAIL 2" VACUUM z BELOW CONNECTION—\ u) _j 0-2 3/4" WALL [1 1/2" EQUALIZER LINE 04 69_� E 21-61 151-oll INLET (TYP.)- 5l-011 101-011 z 0 _`1 1/2" EQUALIZER FITTING THIS SPACE RESERVED 0 z _A r---I r ui C'4 INSTALL 12" BELOW FOR STATE APPROVAL STAMPS z WATER SURFACE 3" PVC 2" PVC z 2" PVC VACUUM 0 POOL DATA u 1211 "3 FT" 114 FT"-J 40'-011 115 FTll_j 1211 AREA..............800 SQ FT 0 PERIMETER.........120 FT V) SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 z 0 CAPACITY...-.25,208 GAL DRAWING FLOW................100 GPM TURNOVER............4.2 HR M-1 POOL INSTALLATION - MECHANICAL PLAN LOAD..........20 PERSONS U- 2 OF 4 1/4" 1 I-olp 0 DATE: uj AUGUST, 2000 ui -1 Li PROJECT NO,: POOLMECH,DwG 06190 0 z INDEX TO DRAWINGS Q N APPROX. APPROXIMATE LT. LEFT 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS, w 0 w _RAL CONDITIONS,IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES,STRUCTURES AND OBSTRUCTIONS BOTH AVE. AVENUE M.H. MANHOLE 2� IN ACCORDANCE WITH THE GENF SHEET NO. DRAWING NO. DESCRIPTION 8 ABOVE AND BELOW THE GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ASPH� ASPHALT MA. MECHANICAL JOINT 3. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL 13E GRASSED AND MULCHED ACCORDING TO THE SPECIFICATIONS. INDEX TO DRAWINGS, GENERAL Lu _j �_ Lj_ BASE LINE MAX. MAXIMUM 4. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS SHOWN ON THESE PLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER. 0 3 NOTES AND LEGEND 0 § w B.V, BUTTERFLY VALVE MIN. MINIMUM S. CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN RUNOFF RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE.EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THE CONSTRUCTION PERIOD 50 AS TO PREVENT THE TRANSPORT OF SEDIMENT INTO SURFACE WATERS.RE-VEGETATION AND STABILIZATION OF DISTURBED B.M. BENCH MARK M.E.S. MITERED END SECTION AREAS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIAL FOR FURTHER SOIL EROSION.(IN ACCORDANCE WITH CHAP-MR 62-26,FILA ADMIN.CODE) 2 M-1 POOL NOTES, SITE PLAN, PIPING 6 MINIMUM COVER OVER PIPES SHALL BE 36"IN ALL AREAS UNLESS OTHERWISE NOTED. PLAN AND [DETAILS B&C BOX&COVER MECH, MECHANICAL 7. PIPE JOINT DEFLECTION.WHERE REQUIRED,SHALL NOT EXCEED 50%OF THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER. m BLVD. BOULEVARD N-I,C, NOT IN CONTRACT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT ALL PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED,THESE PERMITS SHALL NCLUDE,BUT NOT BE LIMITED TO.DEP 3 M-2 SPA NOTES, MECHANICAL PLAN CAST IRON N.T.S, NOT TO SCALE CONSTRUCTION PERMITS,DUVAL COUNTY AND CITY OF JACKSONVILLE PERMITS- AND DETAILS C:11% 9, A HORIZONTAL SEPARATION OF 10-FEET(MIN.)SHALL BE MAINTAINED BETWEEN PARALLEL WATER AND SEWER LINES,WHERE WATER AND SEWER LINES CROSS,18-INCHES OF VERTICAL CLEARANCE SHALL BE MAINTAINED.WHERE WATER AND SEWER LINES CROSS AND 118"CAN NOT BE MAINTAINED,A 20 L.F.SECTION OF DUCTILE IRON OR PVC PIPE SHALL BE CENTERED ATTHE z C'M P. CORRUGATED METAL PIPE NO. NUMBER 0 POINT OF CROSSING- THIS SITUATION MAY OR MAY-NOT BE NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE 4 M-3 POOL & SPA TREATMENT UNIT 0 C,O CLEANOUT PROPERTY LINE ENGINEER. DETAILS ? cy_ 10. SHOP DRAWING SUBMITTALS REQUIRED FOR ALL CONSTRUCTION MATERIALS AS REQUIRED BYTHE SPECIFICATIONS. - u 0 C.V. CHECK VALVE P.V. PLUG VALVE LLJ 11. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED,CLEANED,DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA 0 STANDARDS AND FOEP RULES. V) CON, CONCENTRIC P.P. POWER POLE CONIC. CONCRETE PVC POLYVINYL CHLORIDE 12. ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST 48-HOURS PRIOR TO COMMENCING CONSTRUCTION. INDEX TO DRAWINGS CULV. CULVERT PVMT PAVEMENT A, > LLJ GENERALNOTES I'_ CENTERLINE RCP REINFORCED CONCRETE PIPE < CONST. CONSTRUCT CONSTRUCTION RD. ROAD 0 LjJ D/ IN DRJVEWAY RT. RIGHT DEPTH MARKINGS SHALL BE IN ACCORDANCE WITH rAC 64E-9.006(1)(c)3_AND SHALL BE LOCATED ON INSIDE AND OUTSIDE OR TOP OF CURB RISER AT LOCATIONS SHOWN. MAXIMUM PERIMETER f, -4 DISTANCE BETWEEN MARKINGS SHALL BE 25 FEET, CONTRACTOR SHALL VERIFY EXACT DEPTH PRIOR TO PLACING DEPTH MARKINGS, ALL DEPTH MARKINGS SHALL BE TILE. ALL MARKINGS D.I. DUCTILE IRON R/ IN RIGHT-Of-WAY INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP-REsis-rANT FINISH. U) 2 "NO DIVING"MARKINGS SHALL BE LOCATED ON TOP OF CURB RISER OR ON DECK WITHIN 2 FEET OF WATER AT LOCATIONS SHOWN- MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS SHALL '--A EL./ ELEV. ELEVATION RED. REDUCER BE 25 FEET. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE SLIP-RESISTANT FINISH, - 3. PIPING SHALL BE SCHEDULE 40 PVC AND SHALL BE NSF-pw APPROVED. ANY PIPING EXPOSED TO SUNLIGHT SHALL BE COATED 5OR UV PROTECTION. ALL EQUIPMENT COMING INTO CONTACT ESMT. EASEMENT REC'D. RECEIVED WITH POOL WATER TO BE CERTIFIED BY NSF OR BY THE MANUFACTURER TO BE LEAD-FREE. McCORMICK RD 0 E.O.P. EDGE OF PAVEMENT REQ'D. REQUIRED 4. POOL WASTE WATER SHALL BE DISCHARGED THROUGH AN AIR GAP. DISPOSAL FROM D.E_TYPE FILTERS SHALL BE ACCOMPLISHED THROUGH SEPARATION TANKS WITH DISPOSAL TO SANITARY PROJECT ;�z 0 z A m C) SEWERS.STORM SEWERS,DRAINFIELDS,OR OTHER MEANS,IN ACCORDANCE WITH LOCAL REQUIREMENTS INCLUDING OBTAINING ALL LOCAL PERMITS. LOCATION % � CD F-H. FIRE HYDRANT STA. STATIONI 0 o m 0 5. A RINSE SHOWER SHALL BE PROVIDED ON OR NEAR THE POOL DECK,WITHIN 20 FEET OF THE NEAREST POOL WATERS EDGE. HOSE EMBB WITH VACUUM BREAKER SHALL BE PROVIDED FOR DECK w LLJ Ld WASH DOWN- F- z z FLG FLANGE/ FLANGED SO,BEL.TEL. SOUTHERN BELL TELEPHONE LLJ 6. POOL DECKS SHALL HAVE AN UNOBSTRUCTED AREA WITH A MINIMUM WIDTH OF 4 FEET AROUND THE PERIMETER OF THE POOL. DECKS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER 0 7) NON-ABSORBENT MATERIAL HAVING A SMOOTH SLIP RESISTANT FINISH AND SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT TO A MAXIMUM OF FOUR PERCENT AWAY FROM THE CL ch FIG, FIGURE SfW SIDE WAILK >_ ((7)) 2� LCL)' 0 POOL OR TO DECK DRAINS TO PREVENT STANDING WATER. WHEN A CURB IS PROVIDED,THE DECK SHALL NOT BE MORE THAN 10-BELOW THE TOP OF THE CURB. < F.M. FORCE MAIN ST. STREET 7, NIGHT SWIMMING REQUIREMENTS: OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF THREE FOOT-CANDLES OF ILLUMINATION AT THE POOLWATER SURFACE AND THE POOL DECK SURFACE. Lli UNDERWATER LIGHTING SHALL BEA MINIMUM OF ONE-HALF WATT PER SQUARE FOOT OF POOL WATER SURFACE AREA AND BE INSTALLED 18-(MIN.)BELOW NOR"WATER LEVEL. C) F-P,L. FLORIDA POWER&LIGHT STL. STEEL z 8. ELECTRICAL EQUIPMENT WIRING AND INSTALLATION INCLUDING GROUNDING OF POOL COMPONENTS SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE-LATEST. LLJ ILL) GALV. GALVANIZED TELE BOX TELEPHONE BOX L� 9- CHEMICALS SHALL BE STORED IN A COOL,DRY,AND WELL-VENTILATED AREA UNDER A ROOF OR OTHER ENCLOSURE AND SHALL BE INACCESSIBLE TO THE PUBLIC. 0 LLJ 0 th I t4lic G.V. GATE VALVE TYR TYPICAL 10 GROUND IjANDRAIL,LADDER,AND LIGHT FIXTURE WITH#8 COPPER GROUND WIRE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, 1AV IV z LLJ C 14 c ATLANTIC BLVD nly of A, Opovict LLJ H,W, HEAD WALL W.M. WATER METER 11 FLOORS AND WALLS SHALL BE WHITE OR LIGHT PASTEL IN COLOR, WRITTEN APPROVAL MUST BE OBTAINED FROM THE HEALTH DEPARTMENT PRIOR TO INSTALLATION OF ANY DESIGN OR LOGO /V Z �4 ON POOL FLOOR OR WALLS. 0 W I.P. IRON PIPE W/ WITH 12. SKIMMERS SHALL BE NSF APPROVED- SKIMMERS SHALL NOT BE CONNECTED TO PUMP SUCTION z (D V) F_ INV. INVERT 13, INLETS SHALL BE DIRECTIONALLY ADJUSTABLE ANO SHALL NOT PROTRUDE INTO THE POOL. W 0 _j z JT. JOINT 14. VACUUM FITTINGS SHALL BE FLUSH MOUNTED APPROX. 12*BELOW WATER LEVEL. FITTING SHALL ALSO INCLUDE A SPRING LOADED SAFETY COVER OR FLUSH PLUG COVER. 0 o 0 z 15� RECIRCULATION EQUIPMEN r TO BE COVERED BY WEATHERPROOF,LOCKA13LE ENCLOSURE WITH ADEQUATE CROSS VENTILATION. ACCESS SHALL MEASURE 3'X (MIN.). ENCLOSURE SHALL w < INCLUDE LIGHT WHICH PROVIDES MIN.30 FT-C ILLUMINATION. z X z ABBREVIATIONS 16- MAIN DRAIN OUTLETS SHALL BE COVERED WITH A SECURED GRATING WHICH REQUIRES THE USE OF A TOOL TO REMOVE. z < z 0� w W, 0 w V) 17 PRESSURE GAUGES SHALL HAVE 2"MIN, DIA FACE WITH 0-60 PSI RANGE. 0 0 z LLJ 18. POOL SHALL HAVE HANDHOLD ON DECK OR CURB CONSTRUCTION WHICH IS NOT MORE THAN 9"ABOVE MIDPOINT OF SKIMMER. ooreff 19. POOL AREA SHALL INCLUDE ONE OR MORE SHEPHERD'S HOOKS WITH ONE-PIECE POLES(MIN. 16'LONG)AND ONE OR MORE LIFESAVING RINGS(MIN.18-DIA.)WITH SUFFICIENT ROPES ATTACHED 4 TO REACH ALL PARTS OF THE POOL FROM THE DECK.MOUNTED ALONG EACH OF THE LONGER SIDES OF THE POOL. BEACH BLVD .Ai- ALA-- 0 OHE EXISTING OVERHEAD ELECTRIC TRANSMISSION LINE 20. THE FOLLOWING RULES SHALL BE POSTED AT OR NEAR POOLSIDE AND SHALL BE LEGIBLE FROM POOL DECK: z -(I)NO FOOD.DRINK,GLASS OR ANIMALS IN POOL OR ON POOL DECK VICINITY MAP -,§E (2)SHOWER BEFORE ENTERING POOL < UGE EXISTING UNDERGROUND ELECTRIC LINE (3)BATHING LOAD: PERSONS cr_ n (4)POOL HOURS, AM.TO P,M, (5)NO DIVING- G EXISTING UNDERGROUND GAS LINE Cn 9=� EE 21. LETTERING FOR POOL RULES SIGN SHALL BE 1-HIGH(MIN.)EXCEPT FOR-NO DIVING,-THE LETTERS FOR WHICH SHALL BE 4-HIGH.THERE SHALL BE NO PROVISION FOR DRINKOR FOOD SERVING z I`__ I FACILITIES WITHIN ITOF THE WATER'S EDGE. .1 L.J UGT EXISTING UNDERGROUND TELEPHON�LINE 0.4 _j 22. SIGNS SHALL BE INSTALLED IN A LOCATION VISIBLE FROM ALL LOCATIONS OF THE DECK AREA INDICATING DIRECTIONS TO RESTROOM FACILITIES. SIGN LETTERS SHALL BE A MINIMUM OF ONE INCH HIGH. E_ (A 6" z s EXISTING SEWER LINE NO. CATALOG z I'_ 23. EACH MAIN DRAIN SHALL INCLUDE INSTALLATION OF A HYDROSTATIC VALVE. 0-1 0 04 z NO. REQD ITEM MANUFACTURE NOm DESCRIPTION 81 0 S NEW SEWER LINE 0 POOL NOTES > 16" 1. 1 MAIN DRAIN HAYWARD HSP1032 9" x 9" SQ. FRAME AND GRATE EXISTING WATER MAIN E-4 2. 1 SKIMMER ASTRAL 06601 WIDE MOUTH SKIMMER cl) IN NEW WATER MAIN 3. 4 ' WALL INLET FITTING PAC-FAB P54-1202 3/4" SOCKET x 3/4" FPT NEW VALVE 4� 6 EQUALIZER FITTING PAC,FAB P54-2505 WITH GRATE cf) NO. CATALOG 5. 1 THERAPY JET FITTINGS JACUZZI J9414-4466 WITH C20E GUNITE JET w EXISTING VALVE NO. REQD ITEM MANUFACTURE NO. DESCRIPTION AND ADJ. FLOW CONTROL PQ 15"RCP EXISTING STORM DRAIN - 6. 1 HEATER RAYPAK RP105 105,000 BTUH GAS HEATER 1. 1 MAIN DRAIN HAYWARD HSP1032 12" x 12" SQ. FRAME AND GRATE Lo 7. 1 STAIR HANDRAIL INTERFAB D4BDO49 ELECTROPLATED S.S. 15'RCP NEW STORM DRAIN 2. 2 SKIMMER HAYWARD HSP1070 SKIM-MASTER HAYWARD HSPO-590SL-15 ASTROLITE, 12V, 10OW 8. 1 UNDERWATER LIGHT 0 < 3. 7 WALL INLET FITTING PAC-FAB P54-2405 1 1/2" SOCKET x 1 1/2" FPT U) EXISTING PAVEMENT 9. 1 TEST KIT TAYLOR TK2005 CL, pH, TOTAL ALKALINITY z (y- w 4. 7 EYEBALL INLET FITTING PAC-FAB P54-1202 3/4" ORIFICE Lu to 10, 1 FILTRATION UNIT VAKPAK APS 14/140 SEE SHEET M-3 Lu g NEW PAVEMENT 5. 1 EQUALIZER FITTING PAC-FAB P54-2405 WITH GRATE ow z cy-MLO 11. 1 HYDROSTATIC VALVE HAYWARD HSP1056 HYDROSTATIC VALVE Lr) w EXISTING FENCING 6. 1 VACUUM FITTING HAYWARD HSP1022 1 1/2" WITH PLUG (D X_X_X Lij z z-s 7. 1 LADDER INTERFAB FLL3 CB 3-STEP, CROSS-BRACED, Ltj§,q,8 CL C14 X-X-X- NEW FENCING 6-w� 24049S S.S., "FLORIDA LADDER" C14 0 0: U) r--< SPA EQUIPMENT SCHEDULE z 1��b EXISTING CONCRETE OR WOOD POWER POLE 8. 1 STAIR HANDRAIL INTERFAB ID2S4049 2 BEND, STAINLESS STEEL 0 9. 2 UNDERWATER LIGHT HAYWARD SP0581-15 ASTROLITE, 12V, 30OW THIS SPACE RESERVED 0 z Exis TING TELEPHONE BOX 10. 1 VACUUM CLEANER HEAD AQUALITY AAQ3028B #FM 100, 14", WITH HANDLE FOR STATE APPROVAL STAMPS z 9 �p EXIS TING MAILBOX 11. 1 VACUUM HOSE ACTION/HAVILAND AYH68867 45' x 1 1/2" 12, 1 WALL BRUSH FLO-PAC F218 18" PLASTIC PUBLIC SWIMMING POOL 6"OAK EXISTING TREE 13. 1 LEAF SKIMMER RAINBOW R121186 #124H, WITH 4- HANDLE A P P R 0 V E D z 2 EXISTING SHRUB 14. 1 LIFE RING BUOY CAL-JUNE CP20 20" POLYSTYRENE, WITH ROPE STATE OF FLORIDA DEPARTMENT OF HEALTH EXISTING SPOT ELEVATION 15. 1 SHEPHERD'S HOOK ------ R221026 ALUMINUM WITH 16' POLE DUVAL COUNTY PUBLIC HEALTH DEPARTMENT 16. 1 TEST KIT TAYLOR TK2005 CL, pH, TOT. ALK. z DRAWING 8 NEW SPOT ELEVATION 17. 1 FILTRATION UNIT VAKPAK AP14VDE SEE SHEET M-2 18. 1 HYDROSTATIC VALVE HAYWARD HSP1056 HYDROSTATIC VALVE Serial No. 16 0 0 S P 7 5 5 0 By Date /1//o -1 1 OF 4 1z . __ __,L1_ 0 ,,f')TE DATE: Lu W14-11ROVWIS NOT INTENDED TO COVFP S FRI) I_)F1;IGr, CA �c AUGUST, 2000 LEGEND POOL EQUIPMENT SCHEDULE PROJECT NO.: 06190 c� INDEX.DWG z c�M Db r� k7y-, L MAP SHO WING BOUNDARY SURVEY OF 8" PVC INV (4 89) A PORTION OF GOVERNMENT LOT 7, SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 -I�ANiTARY 1,t.MP MANHOLE (2' DIAMEIFR) EAST, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS TOP (I A 18) 8- Pv( FOLLOWS: INV (5 00) FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY VILLAS AS RECORDED IN PLAT BOOK 39, PAGES 22 AND 22A OF THE CURRENT 419- 4,9' RCP PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 01* 42' 10" WEST, ALONG INV 96) INV (4 58) THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD AlA, A S 100.00 FOOT RIGHT OF WAY) A DISTANCE OF 470.00 FEET TO THE POINT OF 'EW'-R MANHOL F BEGINNING; THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE (2' DIAIETER) TOF (13 mi) NORTH 01* 42' 10" WEST, A DISTANCE OF 220.00 FEET TO A POINT SITUATED ON SAID EASTERLY RIGHT OF WAY LINE; THENCE NORTH 88* 14' 32" EAST, 299.68 FEET TO A NORTHERLY PROLONGATION OF THE WESTERLY LINE OF THOSE 6 UNDERGROUND LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 4163, PAGE 1112 OF THE IRON C�AS LINE CURRENT PUBLIC RECORDS OF SAID COUNTY: THENCE ON LAST SAID LINE SOUTH 01* 43' 23" EAST, 220.00 FEET; THENCE SOUTH 88* 14' 32" WEST, 299.76 FEET TO THE POINT OF BEGINNING. 11--; 1 s 1 7 WATIR MI 1111 CONTAINING 1.5 ACRES, MORE OR LESS. 0 R V SUBJECT TO A 30 0 FOOT WIDE EASEMENT OVER THE EASTERLY 30.0 FEET OF 0 2 THE AFOREDESCRIBED PARCEL OF LAND. S"ILlINKLER CONTROL ONC. ELECTRIC PAD 299-68' Ra'x REFf RF NC� 0 I N88*1 4132"IE BENCHMARK MANI 101 f WOOD POMR 6- WOO() FFNCE —�LLC IRIC FND 112- IP (DESCRIPTION FURNISHED BY CLIENT) pot[ W/GuN 1361) 0 4384 FND 1/2- IP op 08- WOOD RETAINER WALL 111 3080 UP CERTIFIED TO: DAYS INN / COLONIAL BANK, SOUTHEAST -T7 11 ASSOCIATED LAND TITLE GROUP, INC. SIG C3 t p 22 PARKING SPACES CONC CATCH ASPHALT DRIVEWAY BASIN ENTRANCE & EXIT 0 1 ANOU I ASPHALT DRIVEWAY p V C, REFERENCE BENCHMARK (4 5)"INV�k 17 PARKING SPACES rc)N C: jL)Mr11�',j,p PAU 0 wnOr, NC E m NAIL IN WOOD POWER POLE < z U) AT THE NORTHWEST CORNER 0 0 > OF SAID LOT ELEVATION (16.06) C) —LL GRASS EXISTING ELEVATIONS ARE m > 4�- 3 7' SE GRASS 1 5 41 OLUMN SHOWN THUS: (3-80) AND REFER ) - CL I ANOU r 18' CURB & (r?p� (A — GW 'a & CUTTER W/6 AI.OM FENC(` TO N.G.V. DATUM OF 1929 > PIS 0 0 �joch CA 0 Ec�,JREMEN IF '13 -u 2: f4 rp PARKING SPACES CUR13 & '�COQL DEC m 0 z --.— K F6 BENCHMARK # 2 GUTTER CA!Cli ? CURB INLET CONL Ln t3ASIN PO',T __e i; MANHOLF5 F.WE F? C; 11 m 0 n O.'� 0 X—CUT IN ELECTRIC PAD > BRICK '�!L)CCO CI f ANGU I p P 0 0 L 0 7 C/F —18' CURB & ASPHALI DRIVEWAY PARKING SPACES OFF THE NORTHWEST CORNER & GUTTER 5' OF SAID LOT ELEVATION (16,35) 6,9- 18" CURB & COOL DCCK' Co & GUTTER EXISTING ELEVATIONS ARE 4 3 1 0 ('Cvf PED (J4 RANCE GRASS ' 7— SHOWN THUS: (3,80) AND REFER CON( VVALK TO N,G V. DATUM OF 1929 711' F 2L-------- -1 1 -- C3 7.4' 7Q LL— 2 6 2c) 4 4' 5 2' 48 5' 0 0 0 D 6 9-3 M 2 48 7* p ONC OKR p P Pod� 0 > 0 C��) CONC VAUL7 & STUCCO 0 7A 0 rn 2—STORY BRICK 0 1 1 A I 1�:-o v P MOTEL A r-j z ADDRESS # 2389 (31 Y, 0 40 r9 2 z BUILDING HEIGHT 24.5' '0 9 m 'a FFE GRAPHIC SCALE m r (17-06) '-4 v 0 15 30 60 120 7-S EASEMENT FOR SUBJACENT SUPPORT 2 pr AS PER ORV 6486 PC 109 2,36 8' 0 '7 , — I ( IN FEET rn 35.4' 1 -- 3D I w -- LA FND 1/2, Ip I inch 30 ft. 0 a- �!Doo RETAIN R WALL 0 3080 pv(: POINT OF BEGINNING yl�ND I-/2- Ip 9,' -,NVP3 9b) ft J - BMW Vrj) UP 0 3080 ,��ANITARI SEWER MANHOLF 299.76 KEr'4':j to � I (:" UIAME'FR) S881 4 32 W 6" UNDERGRC�j C) 8 PVC TOP (13 00) (BEARING BASE) 11 1Nv 111171 PON CA% DN� WATER I�Nj AS FLA(;GEQ 9� y W 'H Ft,[) 1/2- IP 8" F1 V f- ASBUILT- 99-43-10 1-22-OI(FIELD) CIT� 01` NEPIUNF �IkAf. 0 R V 6 4 8 6 p G 1 0 9 C� 0 3080 LOCATE ADOTIONAL TREES; 99-43-5; 1-22-OO(FIELD) golling LOCATE EXISTING UTILITIES. 99-43-4; 6-29-99(FIELD) TREE� 99-43-3: 6-17-99(FIELD) TOPOGRAPHIC 99-43-2. 5-1-99(FIELD) Leger?d THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT 5HOWN 0 ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY BEARINGS BASED ON PLAT AS SHOWN -SOUTHERLY LINE OF ORV 6486 PG log T/C TOP OF CURB 11-� B/C BOTTOM OF CURB THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE -AE EQ9 0) & )C AS SHOWN E/P EDGE OF PAVEMENT ON FLOOD INSURANCE RATE MAP OOOID FOR THE CITY OF JACK50NVILLE. FLORIDA, DATED 4-17-89. CL CENTERLINE INV INVERT F R.0 P REINFORCED CONCRETE PIPE ALL AMERICAN SURVEYORS OF FLORIDA, INC. FND 1/2* IP POINT OF REFERENCE -SS— UNDERGROUND SANITARY SEvWR LINE I-AND SURVEYORS - 8789 S4N J05E BLVD- SUTF 301 - JACKSONVILLE. FLOMDA 32217 - 9041739-2217 CLARY & ASSOC. NORTHWEST CORNER OF FAIRWAY VILLAS -FOC- FIBER OPTIC CABLE L agon d THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE 73 PS 39 PIGS 22 & 22A -W— WATER LINE AS LOCATED 13Y GW - GUY WLqE SUPERVISION AND DIRECTION. THAT THERE ARE NO ENCROACHMENTS CITY OF NEPTUNE BEACH C/P - COK PAD EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS 1 41 FIRE H-tDRANT CONC CONCRETE P-R.M PERN!"NT REFERENCE THE MINIMUM TECHNICAL STANDARDS SET FORTm BY THE FLORICIA MON MONUMENT MONUMENT NCY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PLhqSUANT TO ALL P. " Pft P.ir. POW Of TANCA WATER METER :-R- IRON ROD P.C1 POINT OF CURVE CHAPTER 472.027 / CHAPTER 6IG17-6. FLORIDA, STAXUES. AMERICAN CH CHORD P.R.C. P004T OF REVERSE CURVE UAA M qC " C=) A SURVEYORS 5 0 F. D F P BACK FLOW PREVENTOR ARC LENOTH P�C.C. - POtNT OF COMPOUNO CURVE SURVEY 140T VALID UNLESS EMBP's 0 BY SEAL OF rLORIDA, 0 RADIUS 8-R-L - WL004G RESTRICTION S" (ACT.) ACTUAL LINE JAMES D. HARRMS-ON. JR,. 2647 INC L'P LIGHT POLE p /No, PLAT OHE - OVERHEAD ELECTRIC RAVIAL L-S,j - LAND SURV"Oft NUMKIR CENTER LINE P,I, - POINT OF WOEMCTION SCALE 30 R/W RCHT-Or-WAY EW - EDGE OF WATER 9 -%--- FENCE foe - TOP OF SAW (W) WITNESS DATE RIDA REGISTER SURVEYOR AND ER 917 PIG 56(DC) DR. ay DF DIR- C�\D--� 'ILE -99-43 ORDER NO� 0" M Z JI/AIM r_ I C N F 6" UNDERGROUND IRON GAS L��E- LO LW L-i CV az 7 . sTAKE LOCATING WATER LINE 1,7' a J B Y LANTIC REACH 1.3' X 1,7' + WATER METER __�: Seed all disturbed 0 area beyond retaining Jn wall, (For entire site.) CONIC. ELECTRIC PAD 2 9 9 . 68 SPRINKLER CONTROL 8 8 014' 3 2 11 E VALVE BOX T 0 37' o.c. SCALE,. 1 20' On 6' WOOD FENCE L: 36 0' 0.20 00 CID _T &� 44. ' T_ 1- 0 3" OAK OAK 0 Sod QL Sod Sod 9L Sod PN SPREAD _7 QL Sod 00 NOIE: PLANT$0 THAT TOP Of ROOT 0 5 AKE TO F19ST BRANCHES OAK FINMED GRADE AS NECESSARY FOR S 5 0 o.c. �`IRMSUPPORT od OA 'CIO Co PD PAINT ALL CUTS OVER I'Om 'MRE StALL NWOT IDUC)i k a: r� OR RUS ADJACCNT FLAQ GU�IND.MRrS MD-1 U L SURVEYOR YAPC TWNXS OR HRAN04ES ok STMES 4 13 0 2'� + QL 18 INTO THE SUBGRADe WATER , I + Q -PRIOR TO EIACKFILUNG UBSURFACE STOR 39 R1 a .0 N� 3' 2 S30ANE)12 GAUqE OALV. < 13 LUCY .0 2' o.o. I . I C14 C3 RUOBER HM I' DIA. WE rA"TED AND ENCASED C" 0 Cn 36" IDOiJBLE OAK INFILTRA-TION BE jr MULCH iff IWO"HOSE 6 - 9 LLL FRW 1CV..OF STAKE > IPM ANGER VAT" 2 MW SUPPORTS SiALL N GUYINO WM 2.STRAND T10"T USM ON MAN STRUCTURAL _j X 12 GUAGE WfIE- UOUS Kim STAKE LOCATING SEWER' LINE 3 R1 4 2' o.c. Sod 3 2'XVXZ4'KEtS IREATED FORM MUL BRANCHES BY-ATLANTIC BEACH 34 LMV 0 Sod 4 301 DOUBI,�.00, 3 QL FA28- TOP OF STAXIC ASOVE GROUND 2' o. SPCEMED PLARW MIX 0 UAK WATER*TAMP TO SPECFIED PLANPNG WX FtEMO1,f-AIR POCKETS (,n W4TER III TAW TO "q UPD OUBLE OAK UP KEMOVE MR POOKETS n4 0 UI?D 0 NOTE: 2 X 13ALL OW > Sid 5 PC sbo OAK STANNG AS,AEWRED 0 (9) 0 Sod Sod MULTI-TRUNK TREE STAKING TREF PLANTING GUY WIRES 3 0 Sod (-)\,I 9CAU: NOI TO SCAL'E SCALE- NOT TO SCALE Wk QL 44 LMY 0 S�d 2' 10, WR 0 -QL UI 'WR Z: 18 RI 0 3' 0,0. 25 Rl 0 3' " OAK 0 1, . ; I loo �4 C;d CURB INLET A 72 JPP 0 2' o.c. q I 0" OAK 7 EF 0 3' 0.c. 0 PLANT SPAONG AS Ki PLAN GRATE (14,59) 24V N. INV �5.45) 48" R.C�P. ISTA 3 U 3 IEP 0 0, 0.0. > S. INV. 5.52) 48" R.C.P. > SWIMMINU W. INV, (UNABLE TGREAD) _16 ttl a POOL WR FORM SAUCER MIN r 3' o.a. CON NUQU!l M 3 14UL ?� 3 Ll 20 Rl 01 WR FWAK 8W.AS PER > 42 LUG 0 3' o.c. V^TTEN SPECWWATION 2' o.c. UPD I RI 0 SK E T) LU 3 MIX TAMP TO REMOVE MR !P 3 LMV 81 POCKEM 0 28 R1 0 01 ml _ E-1 3' o.r,. 0 141 Sod Sod 0 > I V od E-4 r 7 JPP 0 0 Ml *j 2' o a GROUNDCOVER PLANTING DETAIL a, 2' o,a, I I 0 o"COL_j 2 FJ 0 4 V/Ankfom) rd W - 3' '0 SHRUB PLANTING SCALE' 140T TO SCALE V-4 U) P F 39 0 4' o.c. 2 FJ 0 4 o.c. 2' o.c 0 W E__4 , j 0 2' o.c. 4' o.c. 12 Ci 0 81 WR SCALE: NOr TO SCALE CD 4' o.c. 4' o,c. 12 CJ 0 3' o.o. a, WR 2 Fj 3t a, - 7 JPP 0 20 to, WR 3' 2' 0.c. a Mi a 4' o.c. 4' ol! 8 M1 a 44 8 LMV 0 2' o.c. 2' o.c. 8' WR 2' D.C. 8' WR oc Sod 4 Uf 0 2' 2 Lxr ��iw Z 8 C ja cul 3' o,c. Sod 16 ILC a .0 4 4 3' OLC- 8" OAK 14' 0)( Sod �:.,LXV 0 2 0-C. 12 OAKX/ 28 IJIV 0 2' CV 5 QL 10, WIR 81 VR P4 01 'WR Sod 5 -D.C, Sod Z Z n r�N. OAK�*12" OAKN. Sod Sod Sod Z C\2 Sod 1 -1 6" Oj Sod 0 2.1 12" Seed all disturbed 8" PVC 18 RI 0 �_area beyond retaining rZ W (M INV. (3.95) 7 1EP (as shown) wall. (For entire site :g 0 -4 E Z 299 . 76 ' 00 S881 4 32 W SANITARY SEWER MANHOLE A (2 DIAMETER) (BEARING BASE) Z E_ rn 6" UNDERGREIU� INVP$.87) TOP=13,5' W Plant List & Key C) IRON GAS LINE _9 Key Scientific Name Common Name Size Comments PQ p_ GENERAL NOTES: E- ATER LINE AS FLAGGED BY QL Querdus Lautifolla Laurel Oak 14-16' V cal. 1/2 Or trnk > 0,4 1__�WCITY OF ATLANTIC BEACH 1. All plants & trees to be Florida #1 Grade or better. WR Washingtonia Robusta Mexican Fan Palm Varies fully booted Cn 2. All trees to be 01- container grown or B&B, LJT Ldgustrum japonicum Ligustrurn Patio Tree 7' 47 cal. unif. shape, multi-trnk 0 04 r- 3. Mulch all planting areas with 3" of #2 grade pine bark or eucalyptus mulch. PC Pyrus callaryami 'Brddford' Bradford callery pear, 10-12' 2" cal. 1/2 clr trnk Q, W I 4. Contractor is responsible for verifying utility locatioAs UPD Ulmus parvifo.lia Chinese ehn to-12' Z' cal. 1/2 clr truk Itp I 0 prior to the start 'of -work. IEP flex opacak East Palattka Holly 10, V' cal. 1/2 eir trnk i Z GENERAL TREE REQUIREMIRNTS: 5. Contractor shall conform to all local codes and ordinances. Ll Lagestroemia Indica Crape� Uyrtle 'Tuse.11 to* V cal. unif shape, multi-trnk 6. Plant backfill miX: 1/3 clean sand, 1/3 Black cow manure, 1/3 native topsoil. Fj I Fatsid japoniod Fatsia 3-Gal 2' x 2' full, dense, bushy PROTECTED TREES REMOVED 305" 7. Fertilize all plant' holes -with Agriform Fertilizer tablets as follows: LUG Lirlope Muscari Ev. Giant Uriope I-Gal REQUIRED REPLACEMENT 305/2 152.6' co Trees: 6 tablets LMV Lirlope Uus. "va-F Aztec Grass I-Gal NEW TREES PROVIDED: Shrubs: 3 gallon: 3 tablets R1 Raphiolepis Indica Dwf Ind. Hawthorne 3-Gal 14�' X 16' full, dense, b ushy 'LAUREL OAKS: 18 @ 4!' CAL 72" 4. gallon: 1 1/2 tablets IWX Moraea Irictiodes Africaa bris I-Gal PROJ_ NUMBERI LIGUSTRUM: 2 0 4!' CAL = .8" 8. All palm tree heights are for clear trunk height. ILC flex crenata 'Compacta, Compacta Holly 3-Cal' 14!' x I W full, dense, bushy 9914 CRAPE MYRTLE: 6 @ 4!' CAL ;;i ,,24 9. Minor material relocation is allowed only to avoid conflicts with JPP Juniperus chinensis Parsoni Juniper I-Gal full, spreading ELM, HOLLY, & PEAR: 20 @ AL 75 other site work & utilities. All other material relocations or DATC� 07/17/q9 MEXICAN FAN PALM. (19. Tf? 8 4 2" CAL 16" substitutions must be approved by Landscape Architect. LJ Ligustrum japo.nicum Ligustruni shrub 3-Gal 18" X I Y, full. dense, bushy TOTAL NEW TREE CAL. PROVIDED - 16Y' 10. Lay sod in staggered rows to prevent erosion. EF Eleagnu3 'Fruitlandi Eleagnus 'serni-dwarf' 3-Cal 16' X IEr full. dense. bushy DESIGN BY: SM J-�n Z 15 L,,bQr3-,FL_ #% 144 It CAX-e- 17KOVICEP 11, All plant material, trees, and sod to be warranted for 1 year. lei Cleyera Japonica Cleyera . 3-Gat full, dense, bushy zc)o Va 14G CAV,MSM�ACF- Sod Stenotaphrum Secundat um Floratam St. Au ;h out sod squares CHECKED 5ys HM Seed Argentine Bahia 12 lbs per 1.000 sq ft, use scarifled seed. 90%+ pure I TD" of NT 0 S MULC 2 01 F _r R 2 L ^N r-3 *VON MAP SHOWING TOPOGRAPHIC & TREE S UR VE Y OF A PORTION OF COW-RNMENT LOT 7. SECTICN 8. TOWNSHIP 2 SOUTH. RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MOW PARTICULARLY DESCRiBED AS FOLLOWS: FOR A POINT OF REFEP04CE, COMM04CE AT THE NORTHWEST CORNER OF FAIRWAY VILLAS AS RECORDED IN PLAT BOOK 59, PAGES 22 AND 22A OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORrH 01' 42' 10' WEST. ALONG THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD AIA, A 100.00 FOOT RIGHT OF WAY) A DISTANCE OF 470.00 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE ALONG SAID EASTERLY RIGHT OF WAY LINE NORTH 01* 42' 10' WEST, A DISTANCE OF 220.00 FEET TO A PONT SITUATED ON SAID EASTERLY RIGHT OF WAY LINE; THENCE NORTH 88' 14' 32' EAST, 299-68 FEET TO A NORTHERLY PROLONGATION OF' THE ViCSTERLY LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 4163, PAGE 1112 OF THE CURRENT PUBLIC RECORDS OF' SAID COUNTY: TI-iENCE ON LAST SAID UNE SOUTH 01* 43* 23" EAST, 220.00 MT; THENCE SOUTH 88' 14' 32" WEST, 299.76 FEET TO THE POINT OF BEGINNING, CONTAINING 1.5 ACRES, )AORE OR LESS. SUBJECT TO A 30.0 FOOT WE EASEMENT OVER THE EASTE:RLY 30.0 FEET OF THE AFOREDESCRIOED PARCEL Or LAND. (DESCRIPTION FURNISHED BY CLIENT) CERTIFIED TO- DAYS INN CCi_ONIAL SANK, SOUTHEAST ASSOCIATED LAND TITLE GROuP, INC. BENCHMARK 0 R V 6 4 1 0 p G 8 3 SET NAIL IN WOOD POWER POLE ELEVATION (16.06) Of+C. FIECMIC PAO 299.68' :N A� ELEVATIONS DENOTED THUS 3.5, NMI 4'32"E (15.03) AND REFER TO 3 7 7" 8, wmO FENCE I L.ECTRIC MANHOLE FKO 1/2" tP U.S.C, & G. DATUM 1.0 0, TOP (13.61) OAX 4-384 UP 44� 13y" OAK 91- OAK IP FND t/2 15- PNI om 15' PINE 30W \_�PMNKLER CONTROL VALVE 9OX Kt� oll. r owhz oav< (n I 1- 1 )21 CLI, 0 r 0 > 0 CAX 17- OM 0� 4� 34 . 1�1 -4 lip cr— > 4,�f, UP LA ul z > 0 w Q) x > rn 20' OAK 0 0 D E D L C.A rTl rn CURB iNLE-r— V A C A N GRATE (14�511) -0 > 9� N. INY. �6.45) 46' R.C.P. < 10 (D > -0 Qn -_ INV. 5,52) 48- R.C�P. W_ INV. (UNABLE TO READ) g r>- > fo m co cm 0 > 00 41. 0 3' CiAll 14' OAX* 12'OAK ""INNING POINT 0 F B E 15UPPORT 13JAMIT EASEMENT FOP SU AS PER ORV 6488 PO 109 12, 43% TY 'IV FND 1/2' !P j 3080 4F 14 FNO 1/2' 1 1 30M P 299 .76' S88*1 4',32"W (BEARING BASE) 0 R V 6 8 6 P G 0 9 FND 1/2- IP 4 3080 TREE- W.O. 99-43-3; 6-17-99(FIELD) TOP�GWHIC; W.O. 99-43-2: 5-1--99(FrELD) P CD THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COUNTY. zoUTHEKy J BEARINGS BASED ON PLAT AS SHOWN _INE <,)F OPJ 6486 PG 109 THE LOT SHOWN HEREON rS IN THE SPECIAL FLOOD HAZARD ZONE: -AE EL(9.0) & X- AS SHOWN ON FLOOD INSURANCE RATE MAP 00010 FOR THE CITY OF JACKSONVILLE. FLORIDA, DATED 4-17-89. POINT OF C&MMENCEMENT ALL AMERICAN SURVEYORS OF FLORIDA., INC. FNO 1/2' V tAND SURWMRS - 3789 _qlW JOSE BLVD, SLItTE J01 - JACKSONWI.LE: FLORIDA 32,217 - 90417J9-2217 CLARY ASSOC� NORTHWEST CORNER -,.,F FAIRWAY 'ALLAS THE ABOVE LANDS 'SERE SURVEYED UNDER MY RESPONSIBLE PEI 39 PGZ 22 22-A SUPEFMSJON AND DIRECIK)ft, THAT THERE ARE NO ENCROACHMENTS -41 EXCEPT AS SHOWN AND THAT THIE SURVEY SHOWN HEREON MEETS COW CONCRETE PAik - PERiAMIENT REFURICE THE WHIMUM TECHNICAL STANCIARDS SET FORTH BY THE FLORIDA WIOK WOMMENT MONUUtNT L :P. MON MK P.T. - POW 4V TAt4CfNa BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT To ALL J?. LRON ROD p'e. . PC#lT OF CURVE CHAPTER 472-027 / CHAPTER alGl7-t5, FLORIDA, STATUES. AAiERIC-AN CH cwwo R R'C. - POINT OF REVEPSvE CLO& SURVEYORS BENCHMARK USED IS AN 'X'--CUT A AM LENGTH P.C'Q PWff OF COUPOUND CURW SURVEY NOT VAUD UNLESS EM13OSSF-D 13Y SEAL SOUTHEK" L'N' ,F OP oi C�� N T OF N RT C()R�JE, 0 HWEST P 39 Pr E3 Z ON EAST SIDE OF MAYPORT ROAD T/C TOP OF CURB A - RAMS ELPLL aLml*r. FMS�N JAMES 0. HARRISON, JR_ No. 2647 OF FLORIDA, 8/C BOTTOM OF CURB (ACT.) - ACTUAL UHE LEFT OF DOORWAY OF BAR-5-Q E/p EDGE OF PAVEMF-Nr PLAT 0"tj aA:lW_AD vntmrs INC. CL CENTERUNE RADIAL Ls.# LAW SUR4YOR NUUM PIT #1985 MAYPORT ROAD. INV. INVERT CEMnR UNE UP VnLM POLE SCALE U.S.C. & G. DATUM R.QP. REJNfOROED CONCkVEIF PIPE RIW - A%*17-OF-WAY CW CAN *�n 9 1 F IE. RE72flEY - FENCE TCG TOP OV SAM qo. - (w) - WITNESS DATE EGISM OR N10 LAAPPrne Z I - - 311111� — 7 1:-19 F_a. 917:56. DC DR By WEA DIR C.'\D.9 PYLE- 99-43 ORogR No, 99-43-3 I I .1...... ------__-.----- ----.,.--------,---,-... -".---,.------.�-.---.-------.-.�-..,--,-,�-------.-,..---.----.,.---..---.--.-.�,-,-------.--,-...----,-,.,...._.'____..__'_'_..-..-..--..__'__.__.____.____._.__'_._�—.--�.-"--.--.—.-.---.O,..-...-...�-...._.___..,--.-._.,_.___'__.__-..--..-.—.,—....___.'______-,,--.-- _"..'.. ._'.. � —, __ I __ _____ - ( 13 - 0- . I . ; O.S. STUD - . IL 37'-6 3/4* 1 . 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SCALE 1/8'=I'-O' . . . z ff";7w Ar" 2.M"IM AT TIHE IBEST WESTERN BEST WESTERN A-1-A ATLANTIc BMH. FL___] I A-1-A ATLANTIC BEACH, FL I . � - 11 * 'r_'� ,`�N ' Number of Sprinklers HYDRAULIC-SYSTEM H YDRAULIC-SYSTEM 2WKUt U - Total This Sheet 136 1 Total This Job 277 This building Is protected This building Is protected jj_j � by a Hydraulically Designed by a Hydraulically Designed !C� 17n Symbol Description ' Automatic Sprinkler System. Automatic Sprinkler System, I D004 AREA 4 1 8--I -M- . (j) 131 (I/2',K=2),9) 155' 3/8' SEMI-R WHITE FI/RES/3 (on Drop> Location Location I DMON AREA 15 I ) re-'yx 2L'-�� (9 4 (I/2**,K=5,6) 155*RELIABLE SEMI-R WHITE PENDANT FIFR No. of Sprinklers No. of Sprinklers 1 .41 (1/2",K=56) 155"RELIABLE SEMI-R WHITE SIDEWALL FIFR Basis of Design Basis of Desi . 1.COISITY 1.6ci wm/so. F1 I.wmw 1i%1_1 OPM/So.:_1 - Z MWIM MEA Or DMCH� 2.OCROMM AM OF OFSCILIUM I NICET . 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RISER 3r*WOKL Location I MNDW ROOM r (9 13 (1/2',K=5,6) 155* RELIABLE SEMI—R WHITE PENDANT F1FR No. of Sprinklers-4 3 (1/2',K=5,6) 1559 RELIABLE SEMI—R WHITE SIDEWALL F1FR Basis of Desl n 1.DDMW gF15 GPM/So_, r_r1 4 - (I.G. PIPING �,CqL HadgER 2.OC==AWA CF Dt%HQX NO-SCALE System Demand THRUST BLOCK 1 All Thread Rod 1.WU otzwm (PER NFPA 24)POWELL HINKLE ENGINEERING, P.A. 1 Ring 2. AT rdt 1409 KINGSLEY AVENUE, BUILDING 12A I Eye Socket ORANGE PARK, FLORIDA 32073-5557 1 Nye Screw for 1" to 2' A--1-A AnM=OFACH. FL Lj Pipe or Lag Bolt for 2 1/2" — (904) 264-5570 FAX: (904) 278-2646 to 8* Pipe LNGIN'EBRING F L A R E G GM�q ENGINEER'S NO. DATE BY REVISIONS Date S EAL 1 �-13-00JMD REVISIONS DFP/Jim Davis Best Western Inn & Suites 2821B Bolton Rd 6end�gr// mwdlin Orange Park , Florida 32073 scalel Job No, ATLANTIC BEACH, FLORIDA 1/8 V-01111 Phone ( 904 ) 298 - 2637 \� IRE SPRIN LER , INC r DESCRIPTION: lICD 1-6 19 W 2..,le, 0 S tA Fax ( 904 ) 298 - 3100 FIRST FLOOR FIRE SPRINKLER PIPING PLAN File No, Sheet No, 2016FP-2 ink 7� 13 Ell ) F7 70 V- ]> t:J BACKFLOW PREVENTER SEE DETAIL THIS SHEET' C=) C�:D FIRL PROTECTION SITF PLAN SCALE:1\20"=1 '-0" R- Ecal � 0 9 6 r,0 IF IMP=R Cit�l Qf 11�tl SCALE 1'=20' ti", - p, AMES DOUBLE CHECK WrrH BY-fASS MEM SION TO CITY TO SYSTEM - TYP. ABOVE GROUND FIRE SERVICE DOUBLE CHECK ASSMB. I�OVJELL HINKLE ENGINEERING, P.A. 1409 KINGSLEY AVENUE, BUILDING 12A ORANGE PARK, FLORIDA 32073-5557 (904) 264-5570 FAX: (904) 278-2646 F-NGfNEE1UNG F LA - REG # E B - 0 0 0 4 5 7 7 (A Drawn By Date ENGINEER'S NO. DATE BY REVISIONS PROJECT SEAL 1 7-13-0()JMD RELEASE FOR SUBMITTAL DFP/Jim Davis 2-21-00 Best Western Inn Suites 2821B Bolton Rd ben er, "mo lin Orange Park , Florida 32073 Scat Jolo No, ATLANTIC BEACH, FLORIDA 112 = 209-0" Phone ( 904 ) 298 - 2637 N - \1 1/ 11, 1 IRE SPRIN-kLER , INC DESCRIPTIONi Fax ( 904 ) 298 - 3100 SITE PLAN Fite No, Sheet No, 2016FP-1 FP-1 OF 3