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Home My WebLink AboutSURVEYDRAINFlEL&D -----d 0 Q LLJ 0 J. C. 9b— �¢ N + LLI � I J Q b f yJN QQrn m p UW> W Q D] Z r N to II w w wI FND 4"X4" CONC MONUMENT r-----Tl SEPTIC & I DRAINFIELD SYMBOLS: F = GUY WIRE ANCHOR = CABLE TELEVISION BOX ❑ = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANO'4M 6330 El- ELECTR I �(PXS I] = TELEPHONE BOX = SIGN = SANITARY MANHOLE = STORM MANHOLE = FIRE HYDRANT = LIGHT POLE ® CONCRETE POWER POLE ® BACKFLOW PREVENTOR ® = MAIL BOX = GAS VALVE = SEWER VALVE >4 = WATER VALVE QW - WELL ❑W = WATER METER '& = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC f = DENOTES DRAINAGE FLOW e3z = DENOTES PROPOSED ELEVATION ts.2o+ = DENOTES EXISTING ELEVATION ABBREVIATIONS: CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE CI F = CHAIN I INK 'FFNCF. IGkii Ga Crrs 1 Qa SEPTIC AtDRAINFIELD `'� kviv ►s,5 \\ MAR 0 5 2019 b - .. -.:._ JLG..i. l.L/ 1'� '��1 1'"11� �.7 / I • WELL LOTS 32 & 33 BLOCK 22 MINIMUM r �Ij� OCCUPIED UR NOTES: \ / OSf �P I) CO/NCRETE SLAB {/ - ' o ARRIFR hN CIO�AN COMPACTE _— ! +'_C LOT 34 BLOCK 22 VACANT LOT 35 BLOCK 22 VACANT I i ok' i 1A (1 ROW) sEpnc & I GRAINFIELD I)� 8"X8" CONTINUOUS CONCRETE L % BEAM BLOCKW/ (1) - 05 BAR IN - — O D1 (3000 PSI) CONC. FILLED CELL Jt/ _#5 REBAR W/ 90 DEGREE HOOK LOT 11 BLOCK 22 FFE= 19.90 iA 8"X8"X16" CONCRETE BLOCK MASONRY) ALL CELLS FILLED WITH PSI) CONCRETE / (3000 LOTS 36 & 37 BLOCK 22 Fl ,. / #5 VERT. REBAR IN (3000 PSI) -1'- �' ✓C�!"' CONCRETE FILLED CELL AT 4'-0" / OCCUPIED ✓P O.G. "\GaMPA.- C-ILL >t STUCCO FINISH / rANr44k"4" 1+ M �S �� -#5 REBAR W/ 30" MIN. LAP SPLICE �^ �" �-FINISHED GRADE � I 24" WIDE X 12" DEEP (3000 PSI) CONC. FOUNDATION WITH (3)- #5 j.� BARS CONTINUOUS % WELL CMU WALL DETAIL nts... 1 30" HIGH SCANNED BY St, Lucie County Fr�3F COPS REVIEWED FOR CODE COMPLIANCE ST. LUCIE/'COUNTY BOCC APR 0 1 mi.q 14ECHH--ECIVIL-CIVIUL WELCH L INC 1984 BILTMORE ST9114PORPE. PAUL WELCH, PA REG No 29945 DRAI EEpp I FRONTSETBACK REQ. ORAINFlE SIDES CNR SIDES j n ( REAR C. TE � \ CH'• / \ g 0 U FND 4"X4" ' c CONC MONUMENT I ~ . Me7.L LOTS 7& 8 LOTS 32 & 33 I 5 o I BLOCK 22 - OC�UPIED - M11 VA FFE= 18.45 Q� PROPOSED BASKETBALL COURT NOTES: 30' x 52 (1.500sf) M t 90 CBS 4" THICK 9500 PSI) CONCRETE SLAB of o 9 WALL lyPNp ( WITH FIBEAESH OR 6 66 tOJ10 WY M I �o a° ,m^y, a9 FIND IR 76�q��Y r rr �s?( 4r?�6 pL CHVEEMINO TRBAEATED SOIL.CLaAN CO PACTED o.a's OF PL x rho I P a 0.13 S o N89 56 53 E 300.00 s 30•DD- Mp 16.16 8 + 78.29 16.22 18.11 b �w 1.9.89 ` f � 15.87 2 1-1� 12' COMPACTED `' ` x q18 s f c o 181.15' FILL AREA o ? 8S 18.44 48.85' 78ls� 1 30.00' 40,00' GYM E- PROPOSED`' 9 = LEVATION N 8.90 $ \ 3. 8 Nc SO o STORAGE ELEVATIO =18.57 cac 90.83' h 73.73' {t• 165.47' h - 8.00' - I`ir-11-�I 18.18 + m STORAGE it M CONCRETE 1�� '� v O a " I I Oi CON 4 c#�e2 $ BASKETBALL M I O Q N I aI'W LOT 9 BLOCK 22 a�` 17.22 1/2 COURT N Qj LOT 34 BLOCK 22 w 1 STORYIDE e.2s �$' VA LEGAL DESCRIPTION: 60.83' q , 8' CBS RESIDENCE 30.35' GYM h 135,13• O¢ ro ti 3 - ELEVATION=19.55 N ; tie W fli +' `tso min 1_' -3200' 66,e58. LOT 9 AND THE NORTH 33 FEET OF LOT 10 IN BLOCK 22 OF INDIAN RIVER ESTATES UNIT SIX, ACCORDING TO THE PLAT THEREOF AS RECORDED 18' f7 yE� 6.52''a^� m� - h "V) IN PLAT BOOK 10, PAGE 57 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. «� �qc 3.90' OFJJIRY� ory 'J ;� • CONTAINING: 29,700 SQUARE FEET OR 0.682 ACRES, MORE OR LESS. 9• O d a CAN Z n °: g 'v'% a. q, 18.27.17,85 30.00' 17.50 fQ$j 18.95 ENU v ' PO�yBR�Q 14.a8' 8.48 Ali f;) POLE ELECIIRC n g C1 m in BOXU15z O$ w _ SURVEf REPORT: 74,J8' S1 91 8 30.39' 135.11' . CLEANOUT 40x4:O'� 4,0'x9�0'- " 165.50' - uGNu u THE NORTH 33' 3n m 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE OF LOT ACABLOCK 227ffm u - 9g a . �► CODE. 6 + 2. SURVEY BASED ON THE PLAT OF INDIAN RIVER ESTATES UNIT SIX, ACCORDING TO THE PLAT'THEREOF AS a c�Cn IP LOT 35 BLOCK 22. 30.00 M FND $/4" coNc S895653 W 300.00 4' �DMN-N VACANT RECORDED IN PLAT BOOK 10 PAGE 57 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY; FLORIDA. M IRON PPIPE - DRIVE CORNER m-rgWO•t ' IN CONCRETE cork 0.5'8 OF PL�� <Jro 0.33'S, 0.16'E °yam 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. dl 4. BEARING BASIS: N00'03'07"W ALONG THE WEST PROPERTY LINE, Z�¢ 0 VE SOUTH 33' 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. m z n OF LOT 10 BLOCK 22 OW WRL �� o OCCUPIED N 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO281 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON I5 AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FND 4"X4" I I RiiNFlEL2to FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN CONC MONUMENT d V(1C1t4 (I ROW) � PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. G,L? id"X8" CONTINUOUS CONCRETE L --- BEAM - - - BLOCKW/ (1) - #5 BAR IN 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: (OR OTHER USE AND. FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER �(3000PSI)CONC.FILLED CELL j '� 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS - EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. #5 REBAR W/.90 DEGREE HOOK SEPTIc LOT 11 BLOCK 22 r i ^- . .. _ OUNRELD FFE= 19.90 _ ,,+,.-Lf -1 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL d 1A 'AY 8"X8"X16" CONCRETE BLOCK / Ri\ I SED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER (MASONRY) ALL CELLS FILLED V 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES WITH (3000 PSI) CONCRETE SYMBOLS; - r(I� LOTS 36 & 37 IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. - y BLOCK 22 E- = GUY WIRE ANCHOR u j �r� /-• #5 VERT. REBAR IN (3000 PSI) OCCUPIED 12. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH ®' = CABLE TELEVISION BOX 36 I�. I- t✓ CONCRETE FILLED CELL AT4'-0" / AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE ❑ = CATCH BASIN ® = CATCH BASIN INLET O.C. NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S 'L-NET ® = CLEANOU,77� M#6330 yS.dj°� CdMFAaT r--ILL / CPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) ® = ELECTR[`%,S'XS ' STUCCO FINISH GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING CPS [Ir TELEPHONE BOX / RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE -a- = SIGHT - +`�'''� „ �rNr' FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SANITARY MANHOLE #5 REBAR W/ 30 MIN. LAP SPLICE �� = STORM MANHOLE � I•�1 � / CHAPTER 471.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE = FIRE HYDRANT 7 ` E{ FINISHED GRADE SKETCH. 4t = LIGHT POLE [7 = CONCRETE POWER POLE c�lt�- I 13 THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. ® - BACKFLOW PREVENTOR ' l�,G-� - 24" WIDE X 12" DEEP (3000 PSI) PREPARED FOR: ALEXANDER J. & ANGELA M. PIAZZA Ig - MAIL BOX I CONC. FOUNDATION WITH (3)- #5 G� = GAS VALVE BARS CONTINUOUS � 14. (c� COPYRIGHT 2018 BY ALEXANDER J. PIAZZA PSM, INC. = SEWER VALVE I I 'fHE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. oa = WATER VALVE a a !s' THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. =WELL ---e-- REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF ❑W = WATER METER ___CMU WALL DETAIL nts. ' A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. lSl = WOOD POWER POLE q, = SET 5/8" IRON ROD WITH PLASTIC 30" HIGH ALEXANDER J. PIAZZA PSM, INC. f = DENOTES DRAINAGE FLOW re3z = DENOTES PROPOSED ELEVATION - DATE OF FIELD SURVEY: 1-i7-18 WMED = DENOTES EXISTING ELEVATION DATE OF SURVEY: ABBREVIATIONS: ALEXANDER PIA CBS = CONCRETE BLOCK STRUCTURE CONC =CONCRETE PROFESSIONAL SUR EYOR AND MAPPER CLF = CHAIN LINK FENCE SITE PLAN (STORAGE BUILDING) FLORIDA CERTIFICATE No. 6330 DE DRAINAGE EASEMENT FIND = FOUND CAD K:\BUILDERS\DWG2015\15-2041.DWG IRC = IRON ROD WITH PLASTIC CAPfLLI, �Ec�(�0�1�r ALEXANDER J. PIAZZA PSM, INC. BOUNDARY SURVEYLB LICENSE REF // LS = LICENSE SURVEY SS PAULWELCH INC. Surveying • Mapping Consulting ,1 q C K \ 6 9 PS = PLAT BOOK MECH-ELECT-CIVIL ENG. 2-1-19 ADD RETAIN G WALL NORTH SIDE OF HOME AJP 619 SW Biitmore Street 54 1 V PALMETTO DRIVE FLO FB. PG. JOB PG PAGE 1984 BILT40RE ST. #114 CJM / AJP 15-2041 PL PROPERTY LINE PORT SAINT LUCIE, FL 34984 1-16-19 WIDEN FROPOSED BASKETBALL 1 2 COURT TO 52 AJP ® Port. St. Lucie, Florida 34983 AS PREPARED FOR R/W =RIGHT-OF-WAY PAUL WELCH P.E, 9-18-18 ADD P OPO ED BASKETBALL 112 COURT AJP Phone: 772 340-7770 NGE M. P OFF CJM DATE 3-21-16 UEP =REINFORCED CONCRETE PIPE FLAREGN0.29945 9-18-18 ADD PROPOSED STORAGE GYM AJP ( ) ALEXANDER J. & A LA PIAZZA CKD SHEET OF 1 DWG UTILITY EASEMENT FEB 1 2 2019 L8�7280 Fax: (772) 340-2250 DATE: REVISIONS: BY: AJP 1 D-706 K:\BUILDERS\DWG2015\15-2041.dwg, 2/4/2019 4:57:13 PM