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Home My WebLink AboutREVISION - POOL ENGINEERING PAPERWORK4" THICK CONCRETE SLAB 6x6 - W1.4/W1A WWM OR 1:3 MAX. SLOPE T, FIBERMESH 2'FLAT T I DECK WIDTH VARIES 2= #3 BARS AT TOP TIED TO VERT. STEEL ;I Q, 6" WATERLINE TILE 4„ • i J . 41 .9ee O ¢ LUU Z U3W WIDTH VARIES FROM 4" - 6" � O la > Q WO NOTES: 1.) WALLS UNDER 5' IN HEIGHT AAY BE 4" THICK W/ #3 <. z rn BARS @12" O.C.E.W. CENTEI ED IN CONCRETE 2.) PAVERS MAY BE SUBSTITUI 9D FOR CONCRETE DECK. iv ---(" PLASTER FINISH, HOWEVER, ANY FOOTER ML 3T BE DESIGNED BY , 1 GEM COAT OR OTHERS 3.) THIS DECK DESIGN IS NOT II TENDED TO BE EQUIVALENT �• SUFFICIENT FOR SCREEN E ICLOSURE. ANY LOAD R REQUIREMENTS FOR ADDIT ONAL STRUCTURES SHALL BE DESIGNED BY OT! ERS STEEL TEX.OR 4A'.,•` EQUIVALENT 6" #3 BARS @ 12" O.C. E.W. --r CENTERED IN CONCRETE TY DICAL WALL AND DECK SECTION (MAX. 6' HEIGHT) N.T.S 6, - y, 3--6- 0'� ANGLE OF REPOSE = 1.5:1 8"THICKWALL N/#3 I \ BARS @ 6" O.0 E.W. 6" THICK WALL W/ # REBAR @ 12" O.C.E.W. 5" T ilCK WALL W/ #3 REBAR @ 12" O.C.E.W. NOTE: ; EE TYPICAL WALL SECTION WHEN WALL FALLS (LITSIDE OF THE ANGLE OF REPOSE ANGLE OF REPOSE N.T.S ✓VERIFY ACCESS IN FIELD ✓ HAUL FILL ✓ TRUE CLEAR SALT CHLORINATOR ✓ELECTRIC BY PAYUK ELECTRIC NOTE: LAYOUT TRer 1 WASTE (RETAIN ON SITE) PUMP WITH HAIR AND LINT STRAINER (SEE ATTACHED CALCULATIONS) FILTER SYSTEM W/PRESSURE GAGE AND AIR I RELEASE VALVE LEGEND DQ CHECK VALVE N GATE VALVE FLOW DIRECTION T-O" MAIN RETURN LINE J y < N Z J J w 2 Q � ¢ 4 2 OJ oy -Ly O HEATER CD Q 00 ry o POOL/SPA Z w Z a K w W2 N J O O a m O y PUMP WITH HAIR AND LINT iu a STRAINER(SEE ATTACHED CALCULATIONS) NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLUMBING DIAGRAM N.T.S. 12" MIN. 12" MAX. 12" MX d NOTE: ALL STAIRS OTHER THAN TOP AND BOTTOM STEP SHALL BE UNIFORM "� , • „ s 12" MA: IN HEIGHT. SEE TYPICAL WALL SECTION �• • " FOR REINFORCEMENT` STAIRS DETAIL N.T S. 26'-0" 20'-0" I 6-0° WATER LINE 5'-0" L110SLOPE 1L J 1 MAX. (TYP.) 3 MAX, MAI=RAIN LOCATION LONGITUDINAL POOL SECTION N.T.S. STAINLESS STEEL HANDRAIL (SAME BONDING FOR LADDER) POOLDECK ' CONNECT #8 BARE AWG - ° COPPER WITH APPROVED •R BOND CLAMP 6" MAX. I MIN. #8 BARE AWG --------- COPPER AROUND PERIMETER OF POOL 18"-24" MIN. FOUR (4) CONNECTIONS (ONE CONNECT PERIMETER �� n, EACH SIDE) W/#8 BARE COPPER W/ GROUND WIRE TO "� AWG APPROVED CLAMPS AIR GROUND SYSTEM KOWER CONNECT #8 BARE AWG COPPER WITH APPROVED - BOND CLAMP LIGHT NICHE NOTE: BONDING PER 250.8 AND 680.26(B) OF a� NFPA 70, NATIONAL ELECTRICAL CODE. EQUIPOTENTIAL BONDING GRID DETAIL N.T.S. WP MANUAL STARTER SWITCH (TYP.) 3-#12 WIRES IN 34' CONDUIT TO PUMP -► TO PUMP 2 (IF APPLICABLE) TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF APPLICABLE) G.F.I. NO MORE THAN 20' FROM POOL 4 TO HEATER (IF APPLICABLE) EDGE AND NOT WITHIN IY OF POOL EDGE 3 #8 WIRES IN V CONDUIT G.F.C.I. RECEPTACLE AT PANEL JUNCTION BOX 3 -#12 WIRES IN 3/4" CONDUIT WATERLINE -\ 18" MIN. 12V LIGHT W/ - LOW WATER CUTOFF DEVICE N. SPST TOGGLE SWITCH 12V TRANS, V NON -CORROSIVE CONDUIT POOL WALL AND DECK (SEE TYPICAL SECTION) ELECTRICAL DIAGRAM - POOL DECK WATER LINE 18" 18" BEAM SWIMOUT DEPTH DETAIL N.T.S. CRATE TO BE ATTACHED I HYDROSTATIC WITH SCREWS LINE (1-112") 3 3/4" ROCK BED (MIN G: 3YDS. ROCK TO STABILIZE SOIL) WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT LINE FROM MAIN DRAIN, AND ATTACH AUX. PUMP LINE WHEN EMPTYING WELLPOI NT N.T.S. N.T.S. 'Determine Minimum System Flow Rate: (35 gpm per SKimmer) 11. tl Volume Calculation: 256 ft' (Surf Area) x 3.75 ft (Avg. Depth) x 7.48 gal/ftl- 7,181 gal �12. Determine Flow Rate: 7,181 gal / 360 min = 19.9 gpm + 0 gpm = 19.9 gpm (Volume) (TumoverTime) (Pool Flow) (Feature Flow) (System Flow) 3. Determine Pipe Sizes: 11 ° SLOPE Trunk Piping to be 2.5" _ to keep velocity at Sfps max. at _117 gpm Maximum System Flow Rate MAX. (TYP.) j Return Piping to be 2 0' to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate System Flow F. to Must Not Exceed Flow Rate for Main Dram Cover (See Detail at. Right) iPump Model: FHPM1.5-2 H.P.: 1.5HP Total H.P. = H.P. x service factor. 1 H.P. or more must be 2-speed or variable speed. 'Filter Make: CS 100 Size: 100 Filter min. area based on 6 hr tunover Flow rate (ppol flow rate calculated above) Divide gpm by the following factors: Cartridge - 0.375, Sand -15 or D.E. - 2 !Time Controller Make: Intermatic Model: PE35300 Al if Aires NO ]FOOTERS .. o . POOL LAYOUT SCALE: 1/4" = 1' POOL EQUIPMENT w Rate: (35 gpm per Skimmer) 49 ft' (Surf Area) x 3 ft (Avg. Depth) x 7.48 gal/ftic 1,100 gal 1,100 gal/ 360 min= 3.1 gpm+ 0 gpm= 3.1 gpm (Volume) (Tumover Time) (Pool Flow) (Feature Flow) (System Flow) 5" to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate 5 to keep velocity at 8fps max. at 117 gpm Maximum System Flow Rate xceed Flow Rate for Main Drain Cover (See Detail at Right) IPM1.5 H.P.: 1.5HP rtor. 1 H.P. or more roust be 2 speed or variable speed. 0 Size: 0 turnover flow rate (pool flow rate calculated above) actors: Cartridge - 0.375, Sand -15 or D.E. - 2 Intermatic Model: PE 35300 SPA EQUIPMENT Pipe Size 8fps (in.) GPM Loss (fUft) 1.0 21 0.23 1.5 50 0.14 2.D 82 0.10 25 117 0.09 3.0 181 0.07 4.0 313 0.05 6.0 712 1 0.03 NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS. 120 LL 0 _... ... 10 -.., W C! 99 W 4,U , cHPta:.4 ea h- ,Frra t�l rue^A T20 . W,M i 5 TO PNPIAle `t FLOW GPM Lo !!!!d Hrehl16: Lr,46 a { n 0 10 20 '20 V so d0 TO N 96 100 110 120 W 140 1W IN 170 W 190 2W 210 M 2V x40 20 W9191M1o1plIi-wlyl tlA 0 4- cy vet€>a a s L'de memo-.. SkiP:d h d � ap Si7p FLOW CPA 4i_'Sr. 11 d, 5 a q a0 20 4 at saw TOW @0 tat 11p t 1$p td@ Y50 E9p 4fli Im IN 210 V4 W "0 M SELECTED EQUIPMENT CALCULATIONS N.T.S. U81 SPA PUMP CURVE to CIVCRML INU I CO 1. ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28 DAY STRENGTH OF 2500 PSI. 2. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. 615 GRADE 60 3. PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL. 4. POOLS TO BE CONSTRUCTED ONLY ON CLEAN SAND OR ROCK, SOILS IN FINAL BACKFILL SHALL BE COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS. - 5. ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. 6. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING STRUCTURES AFFECTED BY THE CONSTRUCTION, THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES, 7. ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE, POOL CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS. B. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET FROM OPEN WATER. 9. ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES. 10. WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN. NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY. 11, PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS. WHEN NOTED, ANY DETAILS REFERRING TO PATIO DESIGN ARE NOT APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO PAVEMENT DESIGN. 12. VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER. 13. THE SWIMMING POOL HAS BEEN DESIGNED TO MEET 2017 FLORIDA BUILDING CODE, AS WELL AS ANSI/APSP-7, AND SHALL BE ANSI 15 COMPLIANT. 14. BASE MATERIAL THICKNESS MUST BE 125% OF CONCRETE FASTENER EMBEDMENT. 15. HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR MAINTENANCE IN ORDER TO PREVENT FAILURE. 16. WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2017-R4501.6.3 17. POOL BARRIER TO COMPLY WITH FBC 2017-R4501.17 18. SKIMMERS TO COMPLY WITH FBC 20174501.21.2 19. EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE. 20. WATER HEATING EQUIPMENT TO COMPLY WITH FBC 2017-R4501 21. ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.1, IN 28 DAYS UNLESS OTHERWISE NOTED. 2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS REQUIREMENTS APPLY TO EXISTING POOL DOESN'T APPLY TO REPLACEMENTS/ADDITIONS AND NEW COMMERCIAL POOLS CONSTRUCTION IS THE PUMP MOTOR USED TO FILTER WATER? HE5 NO CANNOT BE SPLIT -PHASE, SHADED DOESN'T APPLY TO POLE OR CAPACITOR CIRCULATION WITHOUT START -INDUCTION TYPES FILTRATION IS THE TOTAL HORESPOWER ONE OR.LARGER? TOTAL HP = PUMP HP x SERVICE FACTOR ALSO FOLLOW THESE REQUIREMENTS: ��0 NO SINGLE SIPPED PUMP - PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS. PERMITTED. ADDITIONAL - CONTROLS NED TO BE CAPABLE OF OPERATING AT A REQUIREMENTS MAY APPLY MINIMUM OF TWO SPEEDS. CONTINUE ON. - DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION SPEED. THE HIGHER SPEED OVERRIDE IS NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. - SOLAR POOL HEATING SYSTEMS ARE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE HEAT GAIN. IS THIS NEW CONSTRUCTION? ADDITIONAL REQUIREMENTS PER APSP-15:. NO AUDI I IUNAL - SIZE THE PUMP BASED ON: REQUIREMENTS ARE IN - POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM PLACE DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO OR LESS THAN CIRCULATED FILTRATION FLOWRATE. - A TIME SWITCH MUST BE INSTALLED TO ALLOW POOL OWNERS TO RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC HEALTH STANDARDS. - FILTERS. MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR TURNOVER FLOW RATE. - POOL GAL. / 360 MIN. = FLOWRATE (IN GPM) - DIVIDE GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MIN. SQUARE FOOTAGE. (CARTRIDGE = .375, SAND = 15, DE = 2) - MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER. - SWEEP ELBOWS ARE RECOMMENDED. - (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE REQUIREMENTS.) PLUG PORTS NOT BEING USED SINGLE CONNECTION OR HYDROSTATIC VALVE. INTERIOR RAM67MUD-RING POOL FINISH 7 a a a °"n ° gPaq a °q l-L 0 ('j D a a 0 0° o D o o a ° a D a ° q I�ijHYfl ...�.. O O O a.. a ° a °RD°O°. Aa 00 D°C •�.° :..I�(7, IT.I21. O I2 C1t7:. •a°:°•:a aoq O°° °u°°°e Gnu o qo°O°•a Oq•._I:S1S ao I. L:LrLI � �`,� pug,. � � ✓$i.® �¢} � �. j$ ®�V {� CD r FA OTCRETE I GUNiTE GRAv�Q ToauM NOTE: 2.5" (POOL/SPA) PIPE CUSTOM MOLDED PRODUCTS CONNECTION ON THIS INSTALLATION 32" CHANNEL DRAIN SINGLE PIPE CONNECTION ON ANY OF PiREE PORT& VGB-2009 COMPLIANT 1-1(2", zArF ORGREATERPIPE MODEL: CMP 25506-32X NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5" PLUMBING AND 184 GPM WHEN USING 2" PLUMBING. CHANNEL DRAIN INSTALLATION DETAIL N.T.S. REVISION SAFETY NOTES 1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING. Pam.THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND �P LRECEWE NO DIVINGSHALL BE PERMITTED 2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE AROUND THE PERIMETER OF THE POOL OR ALARMS AT VFOR N 2 4 2020 THE ENTRANCES TO THE POOL (ONE TO BE CHECKED). CODE COMPLIANCE ounty, Permitting ST. L CIE COUNTY LOUDEN BONDED POOLS �Y BOCC 4""I �b SCANNE� ALLIH RESIDENTIAL POOL BY 4705 ELM AVENUE _ _. St. L[IdPrnpintl, FORT PIERCE, FL 34982 REV 1: Revised lay4Xit1r! bQhtaagtor. 1/7/20 POOL LAYOUT AND DETAILS } ELMAVE n° .....•.'° ✓,♦' I �� . �GENS�°• IS, LOCATION MAP ��:'� ENGINEERING No.70170 N.T.S. (PROVIDED BY CONTRACTOR) * •, yY le"x"KIt ATEOF X:40 DESIGN, LLC. Qp1. • �' 20 4731 N. Hwy AIA, Ste. 228 Phone: (772) 226-0224 Z Vero Beach, FL 32963 E-Mail: tpengdesignllc@gmail.com CLINTC K "I'" �C m� DATE FL. L ENSeNoa Ba ca ,,%% ' DATE: 5/9/19 L.B./C.Q.A. No. 29080 SHEET 1 OF 1 PROJ. NO.: 19-67 }N W COR OUTLOT 17 NOTFND I PARCEL ID: 3404-501-0630-000-2 (OCCUPIED) NO WELL OR SEPTIC INTERFERENCE WITHIN 75' FIND 1/2' IP NO ID W 0.62' 48" OAK ON A FND 5/8' IR PROPERTY CORNER 0. NO ID ON L' 6' CLF COR 6' CLF COR 5 30.51, W 1' FND 5/8" IR NO ID ON IT O/5 e^ g8 O �01 ww $8 88 88 ZZ PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) . NO WELL OR SEPTIC INTERFERENCE WITHIN 75' i I + S W COR OUTLOT 17 T NOT FND 06' CLF COP 1'50.T,W0.4' FND 55//B" Imo- NO ID 8Uj i 8O ii 88 Z Z v p� M FND 5/r RIC LB 4942 N0,21'.E0.11 N 90.00'W' W 490.007) N 90-W'W' W 340.00'(D) N 90.00'00" W 340.62'(M) PARCEL ID: 3404-501-0631-000-9 (OCCUPIED) FFE=10.94 NO WELL INTERFERENCE WITHIN 75' N 90000100" W 340.00'(D) N 90"00'W' W pop 32 6' CLF C0 51.6' ABANDONED x "- WELL TO E' REMOVE 8 Oh O_ .. '" ®I EXISTING .._..... _.' STRUCTURES ABANDONED TO BE REMOVED WELL TO BE REMOVED L� EXISTING SEPTIC SYSTEM TO BE REMOVED %F� N 90"00'00" W N 90.00'00" W 490.00'(P) EAST DIP 0 N NE COR OUTLOT 17 FND 5/8" IR NO ID e� 8� 8 w w w $s 8 88 8 ZZ Z b FND 5/8" PIC TK QUILLEN w d N 0.05', W 0.34' BM EL= 9.66 NAVD 0� 1? • �O ti0 nb a - OHE- OHE--- OHE OH: OHE-- O t-� �09 ++Rry r e 4q1 bq7 q4 8 ti o do tio. O+ �ti• � U � w 3 lO � +tiO + C 8 .. 8 8 I0��1b PARCEL ID: 3404-501-0632-000-6 (OCCUPIED) 5 0,23' ' 5 0.23' PARCEL 10:3404-501-0633-000-3 (OCCUPIED) FFE=12.91 NO WELL OR SEPTIC INTERFERENCE WITHIN 75' N 90"00'oa' W 340.00'(D) FND 5/8" IR NO ID SE COR OUTLOT 17 NOTFND REVISIkill ropy LEGAL DESCRIPTION: THE SOUTH 110 FEET OF THE NORTH 260 FEET (IF THE EAST 340 FEET OF OUTLOT 17, IN WHITE CITY FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, P lGE 21, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ADDRESS: 4705 ELM AVENUE FORT PIERCE, FL 34982 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIG ITS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BE EN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO ST LUCIE COUNTY BENCHMARK "JUNE", HAVING A PUBLISHED ELEVATION = 3.5941 (METERS) NAVD 1988, CONVERTED TO 11.79 (FEE I NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON AV DEEDED MERIDIAN, ALONG THE SOUTH PROPERTY LINE OF PARCEL ID: 3404-501-0632-000-6, HAVING AN DEEDED BEAR M OF N 00"00'00" W. ALL OTHER BEARINGS ARE RELATIVE THERETO. PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOW! 1 ON MAP NUMBER 12111CO189 J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS 5CALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADD CTION5 OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CO 4SENT OF THE SIGNING PARTY. THERE MAY BE ADDITIONAL RESTRICTIONS TI- AT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATU 2E AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP I: RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN AR: IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LEGAL DESCRIPTION FROM QUIT CLAIM DEED R :CORDED IN OFFICIAL RECORD BOOK 4051, PAGE 1150, PUBLIC RECORDS OF ST LUCIE COUNTY. LOT CONTAINS 37,400 SQUARE FEET, BOUNDARY 4 TOPOGRAPHICAL SURVEY FIELD DI TE: 02-21-19. CERTIFIED TO: TUSTIN ALLIH AND AA IANDA ALLIH; RJM CUSTOM HOMES, INC.; CENTERSTATE BANK, NATIONAL ASSOCIATION, ITS SUCCE: iSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR; PRIME TITLE SERVICES, LLC; OLD REPUBLIC t+ ATIONAL TITLE INSURANCE COMPANY, AIC AIR CONDITIONING AC ACRE AL ALUMINUM ANC ANCHOR AP ANCHORPOLE APRX APPROXIMATE ASP ASPHALT Be BUFFER EASEMENT BFP BACK FLOW PREVENT BLDG BUILDING SIX BLOCK BM BOC BACK OF CURB BP SRICK PAVERS BOW BACK OF WALK BAG BEARING BW BARBED WRtE C46 CURB AND GUTTER CAT CULPEPPER A TERPEN'. C/C TOUT CNEAN CAE VISION I CB CATCH BASIN CBS CONCRETE BLOCK ST CHI) CHORD a"RBT INLET CL CENRUNE CLF CHAIN LINK FENCE CM CONCRETE MONUMEI CMP CORRUGATED METAL CO CLEAN OUT COR CORNER CONC CONCRETE CONST CONSTRUCTION COV COVERED CE COVERED ENTRY LOW COVERED PORCH CPP CONCRETE POWER PC CPPSPE CORRUGATEDPLASTI CS CONCRETE SLAB A DELTA ANGLE DIP DRAIN FIELD D DEED INFORMATION DC Ow CURB D.E. DRAINAGE EASEMEN DI DROP MET DIA DIAMETER DIP DUCTELEIRONPIPE OMH DRAINAGE MANHOLE DUE DRAINAGE A UTD-rn EC EDGE OF CONCRETE ECP ELECTRICAL CMT40 EL ELEVATION ELEC ELECTRIC ELEV ELEVATION EM ELECTRIC METER ABBIEVIATIONS LEGEND ENC ENCROACHA =NT MIT MITERED END COW EP EDGE OF W/ TER EDGE OF PN EMENT MW MONITORING WELL ESB ELECTRIC SI RVICE BOX M&8 NAD METES AND SOUNDS NAIL AND USK ESMT N NAIL X DES EXTENDED NA NON-APPLSCAM.E FEXT NC FENCE NAVD NORTH AMERICAN VERTICAL DATUM PC OP CURB NATIONAL GEObCTl'C VERTICAL DATUM FOC FIRE DEPAW MENT CONNECTION NNGVb NO O R NOTNUMBER SCALE FECRA FLORIDA EA iT COAST RAILROAD CIA CIA OVERALL FFE FINISHED F .00R ELEVATION 0/5 OFFSET PH FIRE HYDRAJT OE OVERHEADEASEMENT. ' FND FOUND - OHE OVERHEAD ELECTRIC . FOC FACE OFCUI 8 014 OVERHEAb U17]SiY POW -FACE OF WI A OR OFFICIAL RECORD FPL FLORIDA PO YER A LIGHT ORB OFFICIAL RECORD BOOK 6A GREEN AR& P/C PROPERTY CORNER 6MH GAS MANHC E P/L PITY LINE &RD HC GRINDER HEADER CUF 1 PAVE PLAT MCP HANbI-CAP PB PC PLATBOOK BOOK POINT CURVATURE AE HOPE HIGH DENS TY POLYETHYLENE PCC POINTOF COMPOUND MW HOG WIRE PCO PRESSURE CLEAN OUT CURVATURE HW HYD HEADWALL HYDRANT PCP PL4tANTlAFECONIRO. WNITARY) POINT ICV IRRI6ATrOP CONTROL VALVE PF PI _ PLASTIC FENCE . PAGE ID I.'DENTIFIG TION POINT OF INTERSECTION XL IT ILLEGIBLE INMSIINVERTECT ON P/L PK&D PROPERTY LINE PARKER KALON NAIL IP IRON PIPE PK/TT AND DISK PARKER KALON NAIL AND TIN TAB IMP IRON PIPE 6 PLUG PLS POB PROFESSIONAL LAND SURVEYOR POINT OF 8E62NNING IR IRR IRON ROD IRRIGATIOI POC POINT OF COMMENCEMENT IV IRRIGATIOI VALVE PP PAC POWER POLE POINT Of REVERSE ICV IRRIGATIO CONTROL VALVE PRO CURVATURE PRORATEDQTSTANCE IW IRR26ATIO WELL PROP PROPOSED L LS LENGTH LICENSED 8 ISINESS PAM PSM PERMANENT REFERENCE MONUMENT PROFESSIONAL LFST LME LIFT STATI IN LAKE MAIN' ENANCE EASEMENT PSWL PT SURVEYOR & MAPPER PLASTIC SWALE POINT OF TANGENCY LOC LP LOCATION LIGHT POLE P.U.E. PRIVATE UTILITY EASEMENT LS LICENSED 51RVEYOR PVC RIC POLYVINYL CHLORIDE AM AND CAP M MAX MEASURED MAXIMUM R/W R RIGHT-OF-WAY RADIUS MB MENT MEAS MAIL BOX MEASURED RCP RFL REINFORCED CONCRETE PIPE ROOF LINE MES MITERED EP D SECTION ROE RANGE I MH MHWL MAN HOE MEAN H16H WATER LINE RLS RP REGISTERED LAND SURVEYOR RADIUS POINT MIN MN MINIMUM MAGNETICR AIL RR RAILROAD MNAD MAGNETIC I AIL & DISK 05 S/W RAILROAD SPIKE SIDEWALK 14.5' -0 A 10.t CROSS SECTION NOT TO SCAE 2.5 PROPOSED FFE= 13.02 a) C CROSS SECTION NOT TO WAI 10.0 12.0' '_ 0' 5.0' PROPOSED 13.0 POOL DECK FFE= 12.50 ST & D/F 30.6 4:1 MAX SLOPE 12.0 PROPOSEC SWALE CROSS SECTION NOT TO MAE SMH SANITARY SEWER MANHOLE SST SOUTHERN BELL TELEPHONE SEC SECTION SF SQUARE FEET SHP SHIP SPIKE OR BOLT SLCR ST LUCIE COUNTY RECORDS SLP STREET LIGHT SUPPORT POLE 5.S. SANITARY SEWER SPC STATE PLANE COORDINATES ST SEPTIC TANK STD STANDARD STU STORY SV SANITARY VALVE SW! SWALE TA TOP OF ASPHALT TM TAX MAP TMH TELEPHONE MANHOLE TOS TOP OF BANK TOE TOE OF SLOPE TP TRAVERSE POINT TA TELEPHONE RISER TRANS TRANSFORMER TSB TRAFFIC SIGNAL BOX TT TIN TAB TWP TOWNSHIP TYP TYPICAL U/C UNDER CONSTRUCTION U.E. UTILITY EASEMENT UP UTILITY POLE UR UTILITY RISER UW UNDER WATER VC VALLEY CURB VLT VAULT WD WOOD WL WATCRLINE WM WATER METER IMP WELL POINT WPP WOOD POWER POE WS WATER SERVICE WV WATER VALVE }1 SPOTELEVAT70N DRAINAGE ROW f2.5 PROPOSED GRADE FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS 14 4 & Well #5R7-,Z9''1SS Date: 2 / ii t4igo /1 Reviewer. ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 ro Z g V Ca ix o °° OR W Z" E Z� �o o �� Z Nm O° Got Z0�� W > LLi CL Z p 3 In x� 0Nju- Zga3 J otj � w U Z. E7 R7 H 2 Q 4 0 0Z Z 0>W �DIt4C �NWQ 66 Q aZ � N Z M0 h W 8 < ~ w R31 N N O 9 F JOB NUMBER: 19-2027 SHEET: 1 OF 1 N:\Projects\2019\19-2027 RJM Homes - Elm Ave\19-2027 NEW PLOT PLAN BNDY C3D.dwg, BNDY TOPO, 12/3012019 7:39AO AM