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HomeMy WebLinkAboutPlat Surveyh1d)Q REPORT OF SURVEY: ' TYPE OF SURVEY: BOUNDARY * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 ` PROFESSIONAL SURVEYOR 8 MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M. #5755 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED \ \ GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. \ \ * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. \ \ \ I ' ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS \ O \ \ I THEREOF. * THE LAST DATE OF FIELD WORK WAS: 09/05118. * BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE \ v \ \ NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. d \ \ * THE BEARING BASE FOR THIS SURVEY IS N89'58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 27 AS \ P \ \\ SHOWN ON THE PLAT THEREOF. \ STORM DRAINAGE i * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. a0 OyL \\ MANHOLE N\ II * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE � \ SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. �, \ EXIST] G PAVER o_\ \ \0 IC o ' NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. WN \ BRDRIVE SEWER MANHOLE \ * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. n. \ �\ * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. Q \\ rn\\ \\ • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. 1. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "VE-11", AND "AE-7" " PER FLOOD INSURANCE RATE MAP #12111C0303 J, DATED FEBRUARY 16TH, 2012. Nn O * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF r•- y 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "AlA94-08-BM12", �i '2' �- ELEV.= 3.51' NAVD'88, SITE BENCHMARK IS AS SHOWN. 31 THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. L=502 * THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON A \ R=17233.73 INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM DEL TA=0V100" LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. ; rO H. 11?EAR/NG=N2149'11'W ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE STONING PARTY OR p CH. LENGTH=5.02 PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 7� S v`0 u A CJ� CA O 0 � Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE O 00 \� PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE\ 0, CD LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE s0 C - CENTERLINE ® - CABLE T.V. BOX \ a Oy R - RADIUS - ELECTRIC BOX \ a A L - LENGTH - LIGHT POST � vA p 6 - DELTA ANGLE - WELL � E/P - EDGE OF PAVEMENT ° _ HYDRANT 3 B/C - BACK OF CURB GATE VALVE B.M. - BENCHMARK ®9 - IRRIGATION VALVE TO -' POC - POINT OF COMMENCEMENT ® - WATER METER -pO \� POB - POINT OF BEGINNING SO - SANITARY MANHOLE \ OG 0 - (PCP) PERMANENT CONTROL POINT - SANITARY SERVICE \ v PCP - PERMANENT CONTROL POINT - SEPTIC TANK O - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET ; �yA i 0 - (IP) IRON PIPE - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION 1 - CONCEPTUAL DRAINAGE 0- (IRC) IRON ROD &CAP pi IRC - IRON ROD & CAP - STREET SIGN \ ID - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND o.5 - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER \ CONC. - CONCRETE (C) - CALCULATED () - OVERALL F.F. - FINISH FLOOR BSB BUILDING SETBACK LINE CCR - CERTIFIED CORNER RECORD - ® - BEACH DAISIES W/ DIA. F.F. - FINISH FLOOR EL./ELEV. - ELEVATION ® - SEA GRAPES W/ DIA R/W - RIGHT OF WAY 3� - SEA OATS W/ DIA. AB - AS -BUILT \ MVP//K - PARKER-KALON \ - STRANGELR FIG W/ DIA. FICUS W/ DIA. \ BANYAN TREE W/ DIA.�> - IRON WOOD W/ DIA. \ PALM TREE W/ DIA. LEGAL DESCRIPTION: LOT 27, DIAMOND SANDS PLAT NO. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, CERTIFIED TO: 1. EUGENE W. NEWMAN AND LYNDA M. NEWMAN 2. FLORIDA COMMUNITY BANK, N.A., ISAOA/ATIMA 3. OCEANSIDE TITLE 4. ALLIANT NATIONAL TITLE INSURANCE COMPANY MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE '201 VERO BEACH, FL. 32960 1,13#69615 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET TYPE: BOUNDARY PROJECT# 17-024 DATE: 05122117 DRAWNBY.• C.H.B. CHECKEDBY.• CH.B. SCALE: 1:20 RB.264 PG.52 N /W 1,3, T 44 567 5/8" IRC 90.59' FD NAIL \ o & DISK 4 \ w ARNOLD" yL \ \� MI TERED BENCHMARK \ o ELEV=S. 02' END NA V086 z SECTION \ � A \\ m --A om .c \ N�C� bN \ Q \\ zj rn 4 FD /8" IRCA a =A PSM\f4971 o Y < z z �� SITIN \ v c IABL 4. n 77D TH \\ WALK +' FD\ 5/8 / C coi LS \ 959 7.33' tit FD NAIL , DISK SIGN \ o\ \ ARNOLD" \ ELEV=5.2 w m\ z D m\ a �\ �z\\ \ N89 58'14'E 223.89 (OA) \ \\� -o O i(n Vl \ Z LOT 26 m O �Z h \ O \ Z A 0 \ \ m\ GRAPHIC SCALE 20 0 o ( IN FEET ) i inch = 20 ft. 7 80 FD 5/8" 1 C 1 1 FD 518 IRC A/C PAD L #959 1 o W PSM 4975 9N89x 1 �96.89(DA) ffMW OD RO S-OVER 10' ACCESS EASEMENT • x 6.20' 107.27' 70' ACCESS EASEMENT - - - ---\- - - x�.85' 6" r-ry9 x7.14' x x /' I5 x \ k ---- --- ----CjT----------------- - 1_ } 1 a? 0II 1 • 57.3 ? 6.3' I\ 2 z 10.00' m 4.2 N e STAIR \ Z 1 I � 3,04 , � \ x I � `n �1120 �.2' ENTRY ^\x997 Io m 3 STORY h 2. 7' 0.03 N N_ Y I RESIDENCE 0 b v 6.9 x N ,\ \ \ LOT 27 I� h F. F. EL EV. = 7. 71 N o POOL v N W\i \� O N N V~ 2 0 v d. xB.J' z20� .wo � "110�4 5' 9.2' \x s.41' c0 ( 10 U � • � � \ 2l\ \••00 s• 6e.5, 4 e.•6 z x A5° Cyah Iv '7.j8'BSB•,097.96x -1� - - -' - - - - ----------- ------ 1.06' ' 0.' . ,,Q$�518" IRC N 58'14'E 307,11 (OA) \ \ FD f518"\(RC x S2J' I P�Yf N971 x 6.6J' x 8. 49' \ , \ I x zzr x ZJS' LB 959 I A/C PA - I I EL=7.9E I I II I `SEWER 1 MANHOLE �\ STORM DRAINAGE 1 MANHOLE 1 o \ \ \ REVISIONS 2. 1 09/11/4 6/30/1 7 1 F17VAL AD 1. ADD CERTS & PRO -POOL CIm SHEET.' I OF I NO. DATE DESCRIPTION BY POOL PAD \ EL=8.43' L 0 T 28 '� \ , N89 58'14 E 306.19' p ,AT OFSURVEYFOR: EU'GENE W. NEWMAN AND LYNDA M. NEWII11AN c1 �I �c'tF 0 \ N iui a iiiii 'SEP 14 2010 Permitting Departmet St. Lucie County PLI Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C7 57.41' 17238.75' 0011'27" N21042'57'NU 57.41' C8 69.19' 294.00' 13°29'00" N8°18'40'W 69.03' C9 6.25' 213.00' 1040'50" S2024'35"E 6.25' THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLO%DA LICENSED SURVEYOR AND MAPPER NAMED BELOW. P.S.M. #5755 REPORT OF SURVEY: • TYPE OF SURVEY: BOUNDARY • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M. #5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN.. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500.THE MEASUREMENT AND CALCULATION OF CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 05/19/1T • BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. • THE BEARING BASE FOR THIS SURVEY IS N89058'14"E ALONG THE NORTH PROPERTY LINE OF LOT 27 AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "VE-11", AND "AE-7" -'PER FLOOD INSURANCE RATE MAP #1211IC0303 J, DATED FEBRUARY 16TH, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "AIA94-08-BM12", ELEV.= 3.51'.NAVD'88. SITE BENCHMARK IS AS SHOWN. • THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. + THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. • ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PAr1TIES. 0 \ \\ \ \ Z_ \\ \\ \ O \\ \ \\ STORM DRAINAGE (y (51 ° \ MANHOLE \ i a0 yL \ N \ �U \ EXIST! (G PAVER o\\ \� \\ BRIC DRIVE �\ O \ \ w\ c5 \ 3N_ O - Q. �L. Y� J Z=5.02 R=172JJ7J DELTA=001'00" ro H. BEARING=A121 V9'11 "W CH. LENGTH=5.02 A 0n O. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE \ 9 �C) O \� PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE a p �'N 0 LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE So v Q - CENTERLINE ® - CABLE T.V. BOX \ y R - RADIUS ® - ELECTRIC BOX N ��,A -A L - LENGTH - LIGHT POST \ :-A �� O La - DELTA ANGLE WELL E/P - EDGE OF PAVEMENT ° - HYDRANT B/C - BACK OF CURB - GATE VALVE v 0 7 \ B.M. - BENCHMARK - IRRIGATION VALVE N��) ✓ -' POC - POINT OF COMMENCEMENT ® - WATER METER 0 \ POB - POINT OF BEGINNING Os - SANITARY MANHOLE 0 - (PCP) PERMANENT CONTROL POINT - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - SEPTIC TANK ❑O - (PRM) PERMANENT REFERENCE MONUMENT OD - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT NO - CURB INLET \ y 0 - (IP) IRON PIPE © - SURFACE INLET o IP - IRON PIPE ® - MITERED END SECTION s� OO - (IRC) IRON ROD & CAP CONCEPTUAL DRAINAGE 6 IRC - IRON ROD & CAP - STREET SIGN \ O - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND 173.6 - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER (D) - DEED CONC. - CONCRETE (C) - CALCULATED F.F. - FINISH FLOOR (OA) - OVERALL BSB - BUILDING SETBACK LINE CCR - CERTIFIED CORNER RECORD F,F. - FINISH FLOOR ® - BEACH DAISIES W/ DIA. EL./ELEV. - ELEVATION ® - SEA GRAPES W/ DIA R/W - RIGHT OF WAY 3' - SEA OATS W/ DIA. AB - AS -BUILT �UP/�K - PARKER-KALON - STRANGELR FIG W/ DIA. It . �I FICUS W/ DIA. - BANYAN TREE W/ DIA. a - IRON WOOD W/ DIA. - PALM TREE W/ DIA. LEGAL DESCRIPTION: LOT 27, DIAMOND SANDS PLAT NO. 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1. EUGENE W. NEWMAN AND LYNDA M. NEWMAN 2. FLORIDA COMMUNITY BANK, N.A., ISAONATIMA 3. OCEANSIDE TITLE 4. ALLIANT NATIONAL TITLE INSURANCE COMPANY KAERIED'I LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET I \lam 561 �f 5/8'\IRC �p 0 61. i III \ SEWER \ MANHOLE \ \ \� 90.59' FD NAIL \ � b & DISK \ A N ARIVOLD" \� BENCHMAR MITERED ELEV=S.02 END NA L'D88 SEC71ON� \ c) z ��11 \ n� o �c Q F-0 /8" IRGA a r, PSM�#4971 o � a � \ m \ rn FO\ 5/8"" I C co3 L8 ;959 733, <, ...7- FD NAIL < 0 C) \ DISK SIGN�p <, \ -o\ 'ARNOLD" \ \\\ ELEV=5.2 p \ N 17 -._g \ o \ \rn \ GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. Nd9 58'14'E 223.89'(OA) \ \ \\ \ \ 7, o z LOT 26 \ \ W O FD 5/8; I C \ FD 5/8 IRC \\ N*95,, V_ S- —------------ WOOD C SOVE1----- -------------- # N89 58'14'E 296.89 (OA) 10' ACCESS EASEMENT 99.03'LUILL1107.27' 10' \ ACCESS EASEMENT ----- ------BSB-------------------- �i — — — — — — — — — — — —O — — — — — — — — — — — \ I 57.3 1 I 4.2' 4' \ I "� z 1 a �112.001 b.2' \ N -7- 2. r STEMWALL a 7' p•� \N N w, �I LOCATION oQEOPO5�j 6 LOT 27 W ml TOP OF WALL a L N ao ELEV.=J..9'TO 9.24' 1 1110.40' 5• h of \I2100 d, \ M to L 68.5' ---- --=- - ---- ------------------------ �-------BSB�on � � 1 w ti 117.06' O 11.48' 6.35' 90.89' III /" IRC D 5/8" RFD 58E07F PSAI! #4971 #959 7 1 I 1 \ \ 1 \ � 1 \ \ SEWER \ 1 MANHOLE LOT 28 \ STORM DRAINAGE \ MANHOLE \ \ \ \ \N8958'14'E 306,19' TYPE: BOUNDARY REVISIONS PROJECT# 17-024 61 DA TE: 05122117 F.B.264 PG.52 DRAWNBY.• C.H.B. CHECKED BY CH.B. 1. 6/30/1 ;� ADD CERTS & PRO -POOL to SCALE: 1:20 SHEET: I OF I NO. DATE DESCRIPTION 'Y PLAT OF ,.S'UR VE' YFOR• U("ENEjW.1�1 If�IN�/Ii1IV AND LY Ill A M . W MAN �A rn f �NOV 13 2017 -{ 1 ] _N \ BY: Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C7 57.41' 17238.75' 0°1127" N21042'57"W 57.41' C8 69.19, 294.00' 13029'0011 N8018'40"W 69.03' C9 6.25' 213.00' 1040'50" S2024'35"E 6.25' THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. -IT CHARLES CHARLES P.S.M. #5755 LIIWfiMM'A FMMTJf].IOOF�119�d CI{OFN!v�j1MMMlh1]"2� 9iFnMA'.,'."1 POOL A.a InV*nl, b:LA2n1] � ^.I]mA PILE TO BE PLACED ON I ANGLE 01 TWARD FROM BOTTOM OF POOL SHELL - TYP. 4 PLACES AS SHOWN r--------------r--� I Ij I it I II I I� I II I II I II I II II II II II I I 81-411 I II II II I II II HAUNCH FOR NOTE: t r r I I POOL DECK POOL CONTRACTOR TO 5 'S I I VERIFY ALL PROPERTY LINE I I I LOCATIONS, POOL LAYOUT L — — — — ----------- —J I LOCATION AND POOL 19t-311 —J ELEVATIONS PRIOR TO EXIST. RESIDENCE POOL CONSTRUCTION I6" DIA. At CAST PILE POOL WALLS (G REQUIRED) 1S TON DESIGN CAPACITY 13 t-� t t 30 TON DESIGN CAPACITY POOL PILING LAYOUT LAN SCALE: 1/4" = V-0" r 2" SCH 40 ��I r a� 2.5" SCH 40 40" HIGH RAIL 1.5" SCH 40 4'-11" DEPTH PER. 2014 FLORIDA BUILDING ODE POOL EQUIP.7 RESIDENTIAL CHAPTER 41. SEE SITE PLAN I BY OTHERS REINFORCED CONC. SLAB(S) ( AQUASTAR 32CDFL-32" 9t-2 tt (FEILD VERIFY SIZE & LOCATION) CHANNEL DRAIN (316 GPM (w3.9 FT/SEC THRU GRATE - SINGLE UNBLOCKABLE COMPLIANT W/ I ASME/ANSI A 112.19.8 -2014 OR EQUAL I I I 16t-tit III STUB -OUT FOR V G I POOL CLEANER III (3) INLETS I SKIMMER I tS' tl-t`rL, IFI` I 4� tr Y-6" EPTH r' LIGHT r(j,lt�7>.,� "i NOTE: s� t°ti:fti'v,� PROVIDE WINDOW AND DOOR ALARMS ON ALL OPENINGS aEv�F✓�$ NOTE: IL I THAT LEAD ONTO POOL AREA POOL CONTRACTOR TO VERIFY 61-4n 13r 5t-gtt PER CODE ALL PROPERTY LINE LOCATIONS AND POOL ELEVATION PRIOR TO PERIMETER BONDING pyC�O CONSTRUCTION. t tt WIRE ) 18"MIN.-24" MAX. POOL LAYOUT AND DIMENSIONS 11 -3 FROM W.L. (SEE DETAIL) pis; TO CONSTRUCTION TO BE ROWNER PRIOR C�yr9q lo� o�gCy�F� 9rFUVm✓ 4 M1 EXIST. RESIDENCE POOL LAYOUT & PIPING PLAl� SCALE: 1/4"=1 P-0" 77] 4'-I I" DEPTH I 12" THICK f POOL FLOOR I 9t I I 3'-G" DEPTH I I. I I In MAP 6" I8" MIN.- MAX. DECK - BY OTHERS BRICK COPING 6" -- (ENTIRE PERIMETER) OR EQUAL SLOPE DECK @ PER. FOOT 4„ 6„ i- U 48 SOLID BARE COPPER BOND X WIRE W/ APPR. CLAMPS BELOW SUB -GRADE 0_^ E.. - W w 2-#4 DIA. (ONE ON EACH SIDE OF POOL-4TOTAL) a w Z COST. z az 6" THICK P.S.I. b' CONCRETE SLAB W/(1)#8 BARE SOLID COPPER WIRE. " (UNDERSLAB) BONDED TO POOL STEEL AS SHOWN MARCITE ORE UAL REINFORCING STEEL I (SEE SHEET 2) EQIJIPOTENTIAL BONDING DETAIL 12' PER FLORIDA BUILDING CODE ADAPTATION OF N.E.C. 2011 SEC. 680.26 RA RAGS VARIF,S TYPICAL WALL SECTION 1411 m a PIPE REDUCED TO 1" z w AND RUN TO DECK BOX 2" SCH 40 PVC CORD LED LIGHT SLEEVE SP 10-22 WALL FITTING - OR EQUAL INSTALLED INSIDE PIPE LED LIGHT DETAIL (5) #4 DIA. "L" BARS (18" X 12") DOWELED 9" 20" INTO TOP OF PILING 20" DIA. SONG TUB W/ EPDXY t� y `y « W/ 3000 P.S.I. CONC. JAL-JL - 31_01, #3 DIA. HOOPS @ 16" O.C. 2" 1 MAX. 211 MIN. 21, 2' EXISTING/r� _j � (6) #6 DIA. DOWELED PILING 9" INTO TOP OF EXIST. PILING W/ EPDXY- 1L11 (SPACED EQUALLY INSIDE OF V PILING HOOPS) PILE EXTENSION DETAIL SCALE: z" =1' - 0" 6" 16'-2" 6" 12" 3' 10' 3'-2" 6" 6„ 6" 1211 2 - #4 DIA. 2 - 04 DIA. 6" 6„ CONT. CONT. 1211 3 -6 „ PILING NOTES: � 4r_1111 -RECESS PILING 3" INTO 7' BOTTOM OF POOL FLOOR 12" (TYP.) _. �� SLOPE 1' #4 DIA. REBAR @ -PILE REINFORCING (NOT SHOWN) • �_ " -��-• 12" O.C.E.W. IS TO BE SPECIFIED BY • -L PILING ENGINEER #4 DIA. REBAR @ 6" O.C.E.W. - PILING STEEL TO BE BENT TOP MAT INTO POOL FLOOR AND TIED TO 1 #4 DIA. REBAR Oa TOP MAT OF STEEL 12 O.C.E.W. BOTTOM MAT 16" DIA. AUGER CAST PILE (6 REQUIRED) 15 TON DESIGN CAPACITY 30 TON ULTIMATE CAPACITY RECESS PILING 3" INTO BOTTOM OF POOL FLOOR (TYP.) 4 'MIN. SKIMMER COVER W/ W RAP (2) #3 DIA. AROUND ADJUSTABLE COLLAR SKIMMER, TRD TO POOL S'ITEL LEAF BAlKET 10 POOL PUMP 25 GPM MIN. FLOW SKIMMER DETAIL 11 ATER LINE VACUUM FITTING W/ SELF -CLOSING SAFETY COVER (HAYWARD MODEL 4400 OR EQUAL) VACUUM LINE DETAIL (WHEN APPLICABLE) PILING STEEL TO BE BENT INTO POOL FLOOR AND TIED TO TOP MAT OF STEEL PILE TO BE PLACED ON 15% ANGLE OUTWARD 4 PD FROM LACES OF POOL SHELL POOL SECTION TYPE 'O' POOL SCALE: 3/8" = 1'-0" HEATER(GAS)- IGNAITION SWITCH GENERAL NOTES: 3 -#12 THHN CU WITHIN 1/2" CONDUIT 1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE GROUNDED PER CODE. MANUAL MOTOR STARTER SWITCH 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM POOL PANEL W/ AMP BRKR & I HP PENTAIR WHISPERFLOW PUMP MOTOR w/ COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS. TWIN CU I N #10 CNN D BUILT-IN OVERLOAD SWITCH W/3 -#12 THHN HHN C3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS 1 1/4" RPVC CONDUIT CU WITHIN yi' MIN. CONDUIT OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL (GFCI PROTECTED) BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACT STANDARDS. IME CLOCK S.P.S. T. TOGGLE W. P. DISCONNECT 4, GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF ---( SWITCH O-I THE SUCTION LINE. POOL LIGHT 12 VOLT TRANSFORMER 5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER. (GFI NOT REQUIRED) JUNCTION BOX 6. POOL TO BE FENCED PER LOCAL CODES. 7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE. 1. ALL ELECTRICAL TO COMPLY WITH 2O11 NATIONAL ELECTRIC CODE. 8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION. WITH THE REQUIREMENTS OF ANSI/NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5; 2. 3412 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL, LIGHT(S). ANSI/ NSPI 6; AND ANSI/APSP 7 2006 AND ANSI/APSP.ICC-15 2011. 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER. 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER 4. PROVIDE W.P.G.F.I.OUTLET HUMUS. -20' MAX. FROM WATER'S EDGE. DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS 5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM T /� T /� %� /� �/� NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN ELECTRICAL DIAGRAM OPERATINGSEASON OF EPOORE L/SPT FROM THIS INSTAL1REMENT. 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH T11E FBC FIFTH EDITION (2014) - RESIDENTIAL, SECTION R4101-PRIVATE N.T.S. SWIMMING POOL AND LOCAL AMENDMENTS, IF ANY. 11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC FIFTH EDITION (2014) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL, 32^ 33/32" 12. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALI, POOL DIMENSIONS, AQUASTAR 32CDFL - 32" POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION. CHANNEL DRAIN (316 GPM r (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) 3.9 FT/SEC THRU GRATE - HYDROSTATIC RELIEF VALVE 13. POOL PLANS ARE DESIGNED TO MEET THE FBC FIFTH EDITION (2014) - SINGLE UNBLOCKABLF. OR PORT OR CAP OFF RESIDENTIAL -PRIVATE SWIMMING POOLS. EQUAL 3 1/4" 14. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN � FLOOR ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC FIFTH FINISH PLASTER --�_ ..._ _... EDITION (2014) - RESIDENTIAL CHAPTER 45. MAIN DRAIN SUCTION LINE PLUMBING NOTES: HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN 1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC TUBE, WHERE REQUIRED PLAN FIFTH EDITION (2014), PLUMBING, CHAPTER 45- PRIVATE SWIMMING POOLS.POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT. MIN. % YARD GRAVEL SUMP EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD AND 10 FT/SEC. PRESSURE LINES. 316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED) 2, VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE: Channel Main Drain Detail SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A SCALE: 3/8" = F-0" SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. 3. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR VERTICAL CHECK PATTERN. PUMP FRAME OR FILTER 4. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS 'TANK MOUNT OR HEATER OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF ANCHOR POOL PUMP AND RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION. FILTER PER MFGR'S. N.O.A. 5. ALL POOL PIPING SHALL HE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL 4" THICK REINFORCED CONCRETE SLAB BEAR THE H.S.P. SEAL OF APPROVAL. 2" MIN. 6. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES E.G. PUMP , WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE FILTER ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIED HEATER VALVE. 7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. POOL PUMP, FILTERA 8. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER AND HEATERANCHOR SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY POINTS MAY VARY MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION. NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER POOL EQUIPMENT ANCHORING DETAIL A DIVING BOARD, OR PROPERLY GUARDED. SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING 9. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE INFORMATION -EQUIPMENT SHAPES MAY VARY COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 MINUTES. 10. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA BUILDING CODE, PLUMBING. 11. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR O UNION CONNECTION ADJACENT TO THE HEATER. B A 12. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC FIFTH EDITION (2014) D C 605.21. 13. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. (SEPARATE PLANS AND PERMIT REQUIRED) 14. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY. 15. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY. POOL SPECIFICATIONS SIZE: IY X 16'-2" DEPTH: Y TO 4'41" VOLUME: 6,283 GALLONS ELEVATION DET.ONSITE TURN OVER RATE: 2.9 HR. (a) 36 GPM MAX. - LOW SPEED (TURN OVER RATE: 1.10 HR. @ 95 GPM - HIGH SPEED) DESIGN FLOW RATE = 6,283 GAL./6 HRS./60 MIN. = 17.4 G.P.M. TILE: STANDARD THERAPY JETS: NO POOL FINISH: MARCITE OR EQUAL PIPING: SCH. 40 INLETS POOL (3) DECK: PAVERS ELECTRIC: BY OTHERS POOL LIGHT: LED LADDER: NO HANDRAIL: NO PUMP: I HP PENTAIR WHISPER FLOW WFDS-24 A.P.S.P. PUMP CERT.: CURVE A - 37 GPM @ 1725 RPM FILTER: CLEAN & CLEAR CC200 CARTRIDGE - 200 SQ. FT. FILTER AREA HEATER: 400,000 BTU GAS HEATER VACUUM LINE: YES POOL AREA: 216 S.F. PERIMETER 58 L.F. AUTO -FILL: YES OVERFLOW: YES EQUIPMENT LAYOUT SCALE: N.T.S. LEGEND 1. 2" VACUUM LINE 2.2.5" POOL MAIN DRAIN LINE 3. 2" SKIMMER LINE 4.2" POOL RETURN LINE A. I HP PENTAIR WHISPER FLOW REC. E-PUMP W/ APPR HAIR & LINT STRAINER B. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE C. 1.5" TO WASTE OR DISCHARGE TO GROUND D. 400,000 BTU GAS HEATER W/ INTERNAL BY-PASS E. VALVES (TYPICAL) F. INSTALL PERMA-CAST PB-2011 WATER BOND OR APPROVED EQUAL TIED TO PUMP GROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA EXPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION) POOL SYSTEM FLOW RATE: 95 GPM (MAXIMUM FLOW FROM PUMP CURVE REC. PUMP = i HP PENTAIR WHISPER FLOW WFDS-24 DUAL SPEED - LOW SPEED = 36 GPM MAX. HIGH SPEED = 95 GPM @ 20 TDH 2.5" SUCTION PIPE @ 95 GPM = 6.49 FT./SEC. (8 FT./SEC. MAX. - SUCTION LINES) 2" PRESSURE PIPE @ 95 GPM = 9.26 FT,/SEC. (10 FT./SEC. MAX. - PRESSURE LINES) CARTRIDGE FILTER =17.4 GPM @ 0.375 GPM/ SQ. FT. = 46.4 SQ. FT. FILTER AREA DRAN4N In: MAP CI IF.('KF1) BN W I(: 2'8 1" N( 1: AS NOTED 17 - 175 �' '1