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HomeMy WebLinkAboutSewage & Water PermitSTATE OF FLORIDA! DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL RECEIVED SYSTEM CONSTRUCTION PERMIT FOR: OSTDS APPLICANT: Paul Charette Pamela Paysi PROPERTY ADDRESS: 633 SE Hidden River Dr Port Saint LOT: 5 BLOCK: 1 PERMIT #:56-SF-2107123 APPLICATION #: AP1524080 DATE PAID: FEE PAID: RECEIPT #: FgDl .1 1921 DOCUMENT #: PR1379883 P�Pr{1iil p.0+QQ.4.rrllent �I: ►�ti�1� ��u nty FL 34983 SUBDIVISION: Hidden River Estates PROPERTY ID #: 3427-701-0006-000-4 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND- STANDARDS OF . SECTION 381.0065, F.S., AND CHAPTER 64EI6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM. COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 500 ] GALLONS / GPD 1Eco-Pod E50N ATU CAPACITY A [ ] GALLONS / GPD I N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 375 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [X] TRENCH i[ ] BED [ ] N F LOCATION OF BENCHMARK: Set nma9 nail at point of reverse curvature at EL: 4.28 I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D F O T H E R [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT [ 12.00 ] [ INCHES FT I[ BELOW ]BENCHMARK/REFERENCE POINT ILL REQUIRED: [J1.UU] INCHES I EXCAVATION REQUIRED: [ 35.UUJ INCHES The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 400 gpd. ATU operating permit application, 2 year maintenance entity contract, written notice of ATU, and all applicable fees must be received by the department prior to final approval. SPECIFICATIONS BY: Ian P Moow TITLE: CEHP 17-2072 APPROVED BY: TITLE: Environmental Specialist III Brian J Igram DATE ISSUED: 02/15/202 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC St. Lucie CHD 01 /27/2022 Page 1 of 3 v 1.1.4 AP1524080 SE1338718 FILE Copy NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rulel 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the. Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available ais an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the fling fees required by law, with the Court of Appeal in the appropriate District Court. The notiice must be filed within 30 days of rendition of the final order. St. Lucie County Health Department 1v�rk z.; ff & Ira 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2107123 BILL ooc #:56-BID-4767791 CONSTRUCTION APPLICATION #: AP1524080 RECEIVED FROM: Reliable Treasure Coast Services AMOUNT PAID: $ 430.00 PAYMENT FORM: CREDIT CARD 934054 PAYMENT DATE: 07/07/2020 MAIL TO: Paul Charette Pamela Paysner FACILITY NAME: PROPERTY LOCATION: 633 SE Hidden River Dr Port Saint Lucie, FL 34983 Lot: 5 Block: 1 Property ID: 3427-701-0006-000-4 EXPLANATION -or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-4495347 KV V W. Lucie County Health Department t 5�150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2107123 BILL DOC #:56-BID-5160940 CONSTRUCTION APPLICATION #: AP1524080 RECEIVED FROM: Reliable Treasure Coast Services AMOUNT PAID: $ 80.00 PAYMENT FORM: CREDIT CARD 479682 PAYMENT DATE: 01/28/2021 MAIL TO: Paul Charette Pamela Paysner FACILITY NAME: PROPERTY LOCATION: 633 SE Hidden River Dr Port Saint Lucie, FL 34983 Lot: s Block: 1 Property ID: 3427-701-0006-000-4 EXPLANATION or DESCRIPTION: QUANTITY FEE 126 - OSTDS Construction Permit (New jor Mod, Amendment) 1 $ 55.00 -1 - OSTDS Revision 1 $ 25.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4865113 o�-�b (,�,A,G,C E STATE OF FLORIDA PERMIT NO. -2b�/7i� �- DEPARTMENT OF - HEALTH DATE PAID: '7 - "7--2 o ONSITE SEWAGE, TREATMENT AND DISPOSAL FEE PAID: `!'3o.oc7. SYSTEM RECEIPT #: wr APPLICATION FOR CONSTRUCTION PERMIT CL 3yo 5'1 46--U.0 APPLICATION FOR: (✓ ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Paul Charette and Pamela Paysner AGENT: Reliable Treasure Coast Services In, than River Septic TELEPHONE: 772-562-4242 MAILING ADDRESS: P.O. Box 1116, Vero Beach FL 32961 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 5 BLOCK: 1 PROPERTY ID # : 3427-701 ION: HIDDEN RIVER ESTATES PLATTED: Pre-72 ZONING: RS-3 I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: .73 ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [✓ ]<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: N/A FT PROPERTY ADDRESS: 633 SE HIDDEN RIVER DR, Port St. Lucie 34983 DIRECTIONS TO PROPERTY: BUILDING INFORMATION 11, ] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 1 Single Family Residence 21 2751 2 Guest House 1 482 3 4 [ ] Floor/Equipme•t Drains ] Other (Specify) SIGNATURE: I DATE: 7/3/20 6 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC I Page 1 of 4 �N STATE OF FLORIDA F DEPARTMENT OF HEALTH a ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION i AND SYSTEM SPECIFICATIONS PERMIT #.:N-5FA15'1(Z3 APPLICANT : Paul Charette and Pamela Paysner AGENT: Reliable Treasure Coast Services Indian River Septic LOT: 5 BLOCK: 1 SUBDIVISION: HIDDEN RIVER ESTATES PROPERTY ID #: 3427-701-0006-000.4 liTax ID Number TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: YES 0 NO NET USABLE AREA AVAILABLE: .73 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY RESIDENCES -TABLE 1 AUTHORIZED SEWAGE FLOW: 1825, GALLONS PER DAY 2500 GPD/ACRE I] UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED:_ 750 SQFT BENCHMARK/REFERENCE POINT LOCATION: Set Mag Nail at point of reverse curvature at EL: 4.28 ELEVATION OF PROPOSED SYSTEM SITE'. IS 1 [ INCHES -n [BELOW THE MINIMUM SETBACK WHICH CAN BE NAINTAINED—FRpq THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: +100 MAFL FT �DITCHES/�ALES : 65 FT NORMALLY WET? I)YESj NO WELLS: PUBLIC: N/A FT LIMITEUSE. N/A FT PRIVATE: N/A FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS:13.35 FT PROPERTY LINES:20.96 FT POTABLE WATER LINES:15 FT SITE SUBJECT TO FREQUENT FLOODINGI: ID YES [Z) NO 10 YEAR FLOODING? YES 10 YEAR FLOOD ELEVATION FOR SITE:, FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH 10YR 3/1 FS 0 TO 10 10YR 514 S 1 10 TO 22 10YR 6/4 S 11 TO 22 10YR 2/1 Spodic 22 TO 35 10YR 6/4 FS 35 TO 45 TO Refusal @ 45 TO TO TO USDA SOIL SERIES: Waveland FS Like MUNSELL #/COLOR TEXTURE DEPTH 10YR 3/1 FS 0 TO 11 10YR 514 S 11 TO 24 10YR 6/4 S 13 TO 24 10YR 2/1 Spodic 24 TO 33 10YR 6/4 FS 33 TO 51 TO Refusal @ 51 TO TO TO USDA SOIL SERIES: Waveland FS Like OBSERVED WATER TABLE:31 INCHES BELOW ] EXISTING GRADE. TYPE: [APPARENT 11 ESTIMATED WET SEASON WATER TABLE ELEVATION:11 INCHES [BELOW Q EXISTING GRADE HIGH WATER TABLE VEGETATION: (1), YES Y__,' NO MOTTLING: 0 YES NO DEPTH:11 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:Sand/.8 DEPTH OF EXCAVATION: 35 INCHES DRAINFIELD CONFIGURATION: (0 TRENCH _j BED OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA SHS determined by>10% 10YR 6/4 stripping in a 10YR 5/4 matrix at 11 inches in site 1. Refusal due to saturation in both sites. MAFL denoted on survey as "Apparent Shoreline". We propose to instal) a 1200 gal tank (due to separate dwelling units) and a 500sgft trench drainfield. BM: TO S1: 3'1 S2: 3'1 SITE EVALUATED BY: Ian Moore C.E.H.P. 19-2072 DATE.: 712120 DH 4015, 08/09 (Obsoletes previous editionsl which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 'h k €.�.. � ._,„ ,fir•-- � � �� ti �r%.i '� a' g.�. '�-.. ,_�.� � •- � � � ems- . 1/27/2021 Address: 633 SE Hidden River Drive Port St. Lucie, FL 34983 In accordance with a local County Ordinance, we will install an Eco-Pod E50N Aerobic Treatment Unit at the subject property. The only requirement per the Variance Meeting conclusions is sewage treatment to a NSF-40 standard, so we will not be performing any testing on the aerobic system as NSF-245 standards are not required. We are requesting the permit be modified to show the above system for the property owner to present to all relevant regulatory bodies. Please let us know If there are any questions and have a great day, Ian Moore Environmental Consultant Reliable Septic and Services 772-562-4242 ReliableSepticPermits@gmail.com P.O. BOX 1116 VERO BEACH, FLORIDA 32961 PH: (772) 562-4242 FAX: (772) 567-7183 Property Card Page 1 of 1 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 633 SE Parcel ID: 3427-701-0006- Account #: 115486 Sec/Town/Range: HIDDEN RIVER DR 000-4 27/36S/40E Map ID: 34/27S Zoning: RS-3 - Cou Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Paul Charette HIDDEN RIVER ESTATES BLK 1 LOT 5(OR 3287-1809) Pamela Paysner 2528 N 38th Ave Hollywood, FL 33021 Current Values Historical Values 3-year Just/Market: $144,300 Assessed: $144,300 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $144,300 2019 $144,300 $144,300 $0 $144,300 2018 $144,300 $144,300 $0 $144,300 2017 $144,300 $144,300 $0 $144,300 Sale History Date Book/Page Sale Code Deed Grantor Price 04-15-2011 3287 / 1809 0205 WD Benito Robert P $179,000 04-09-2010 3191 / 2342 0130 QC Benito. Agnes R $100 03-14-1990 0683 / 1072 XX01 WD Benito Agnes R $100 Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF View: Roof Cover: Year Built: N/A Frame: Primary Wall: Story Height: Bedrooms: 0 Full Baths: 0 Half Baths: 0 A/C %: 0% Heated %: N/A% Sprinkled %: 0% Exterior Data Roof Structure: Grade: No. Units: 0 Interior Data Electric: Heat Type: Heat Fuel: Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Total Areas Finished/Under Air 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 0.73 Land Size (SF): 31,800 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 200 Saint Lucie County Property Appraiser. All rights reserved. https://vwvw.pasic.org/RECard/ 7/7/2020 i o �1 A rk 14 ki Collier, Hunter A From: RELIABLE PERMITS <reliablesepticpermits@gmail.com> Sent: Friday, July 31, 2020 8:40 AM To: Collier, Hunter A Subject: Fwd: Application on Hold 633 SE Hidden River Dr. Attachments: CHARETTE CDS SITE Model.pdf Please see attached for the updated site plan for 633 SE Hidden River Drive. Thanks! Ian Reliable Septic & Services PO Box 1116 Vero Beach, FL 32961 Tel: 772-562-4242 Fax: 772-567-7183 ---------- Forwarded message --------- From: Paul Charette <paul@charetteardh.com> Date: Wed, Jul 29, 2020 at 2:42 PM Subject: RE: Application on Hold 633 SE Hidden River Dr. To: RELIABLE PERMITS <reliablesepticpermits@gmail.com> IAN ENCLOSED DIITALLY SIGNED PDF WITH NEW WATER METER LOCATION AND WATER MAIN SIZE THANKS PAUL CHARETTE ARCHITECT. From: RELIABLE PERMITS <reliablesepticpermits@email.com> Sent: Wednesday, July 29, 20201:09 PM, To: Paul Charette <paul@charettearch.com> Subject: Fwd: Application on Hold 633 SE, Hidden River Dr. Hello, 1 STATE OF FLORIDA - DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Paul Charette Pamela Paysner PROPERTY ADDRESS: 633 SE Hidden River Dr Port Saint Lucie, FL 34983 LOT: 5 BLOCK: 1 i PROPERTY ID #: 3427-701-0006-000-4 PERMIT #..56-SF-2107123 APPLICATION # : AP 1524080 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1379883 River Estates TION, TOWNSHIP, RANGE, PARCEL NUMBER] TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE �WIfW'�`SPECIFICATIONS AND STANDARDS OF SECTION 381.0065; F.S., AND CHAPTER 64E-6, F.A.C. 'DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED, FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD Septic New CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield New SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [XI TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: Set mag nail at. point of reverse curvature at EL: 4.28 I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 12.00][ INCHES PT ]"[ ABOVE BELOW]BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 31.001 INCHES EAVATION_ REQUIRED : .,[ 35.00 ] INCHES The system is sized for 3 bedrooms with a maximum o upOncy 6 6 arsons Gaper bedroom), for a total estimated flow of O: 400 gpd. T g, H E R SPECIFICATIONS Ian P Moore TITLE: CEHP 17-2072 % APPROVED BY: TITLE: Environmental Specialist I St. Lucie CHD Hunter A Coll er DATE ISSUED: 07/31/2020 EXPIRATION DATE: 01/27/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.41 AP1524080 SE1338718 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in, writing and must be received by the Agency Clerk for the Department, within twenty-one (2;1) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A 2, Tallahassee,,.Florida• 32399. The Agency Clerk's facsimile number is 850-413-8743. ' 9 Mediation is not available .as an alternative'r�. e4y. N,6,0�� Your failure to submit a petition for hearin w`ithinj21 da Rthi§, ro ; r ei t of this order will constitute a waiver of our right an administrateea(in , an§orer hall become a'final Y g � � 9 order. 0.•- Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. EXISTG ASPN ROADWAY u uow,w •.� Y m W 1,•LY •.Rrt ro B£ W •IRWm e: a• xcmu rOa°vim wLiaxnru ra' y�.•�+,avc uwn ar••oaaw m �n nx�HP"b„I•"`AaR © TYP SHALE AND LINER DETAIL CULVERT NOTES, CULVERT PIPES ARE TO BE SET AT THE TOP OF THE RIPPLE AT THE CENTER BOTTOM OF THE PIPE THE INVERT PIPE GRADES MUST BE CONSISTENT THROUGHOUT THE ENTIRE LENGTH ( NO BOW) PIPE JOINTS SHALL -BE EXPOSED FOR-MN5PECTON 1 AT nME OF THE DRIVE WY INSPECTCN A mai0Q C CD p � •>• \ N O cp N N $ -i Qu m G-"R CDD 0 < 2 D-0 0 ®-v03tn <• CL r WO -hfl1 0 n Ro T 1l. /w V J 0 0 (D ;� O O ,'„ i fy � N 0 9 fi0 UNO S/9• tROx Rw . i$ CIIP 1 i l-y 5WALE CONSTRUCTION NOTES 6' NT I'X V ALUM. PICKETS P S' O/C .s..n.•,.r SHALE CONSTRUCTION NOTES WV-O* NOTE. MAX SLOPE IN RETENTION AREA IS 4,1 G BUILDING LINE PRCPERTT I .. I I NOTE' 1 ' ETAILOFF PROPERTY LINE OALLUN. FENCE DS © TYP SIDE SHALE NOT& SEE SITE PLAN FOR OTHER ELEVATIONS SAME SLOPE TO BE MAINTAINED IN ALL S LE5 LOT 4 EXISTING RESIDENCE FINISH FLOOR EL &30* N89' 7 08'E 222. 55 (P) 2,.43. 8 -&(M) "I " }` Fill 4ft, SECTION '1• 7 SITE AREA CALCUL`L+,TIONS SITE AREA 26,659 50 FT HCUSE/GARAGE FOOTPRINT AREA 3,539 SO FT 100.00% TOTAL BUILDING FOOTPRINT 3 53R 50 FT 13.3% DRIVE5/4ALK I,572 50 FT POOL/DECK 1561 50 FT TOTAL NON 3,133 50 FT II.BZ GREEN SPACE 19,987 SO FT FLOOR TO AREA RATIO 74.9L vaon m�rc srs Iv X r -NG ORnf �/ MaW ,E9, r c r nc loos oo..n.c .mama TYP DRIVE• WAY DETAIL IA��E °F LpM S. BLOOOf xIXIM }a •. 9 - r . M :+w.►p_•.-.� Nea'si�oe-E f \ —aESi t Or 91O c (Pu0 MARK HUNLEY A.I.A. UCENSE AR 0099784 w 0 LLI d LLJ U > �j wFx La (n W U w O J Lu = H Ww IN 10 Ld v) Q 7 N 2 In O U t0 d N suaa°: w DRIVEWAY CONSTRUCTION NOTES g „� .... ae•• ....da NOTE: '"""'� fi Kn v[ rt "' •,o • /I. Un4 I I B wsrAUED M:OEA LROIT. e j,y g TO SW xM i° aMe[T IxCWpxG TELFA✓�.F, ELECTRC .V4) r.•• v PAT. I. ax .nun Wm.r,clwr .oR sroA., N.rrA evreau sl.aswc.ce 48 HOURS BEFORE DIGGING rwmm CALL TOLL FREE •s-euc,s SITE PLAN NOTES 1-800-432-4770 scue a Pw M 'toot nrA n. w wPMN rcvn rwrR.era. ro uTn,rr eo..eci,00 SUNSHINE STATE —T MP°M'T"ce ows4 ei mirn'Ma oaNc w I,eruaa am •uc p• a w.ce ONE CALL OF FL INC. S P — v srnzer i° rm o rco yr ru n. ie LOT 5 kL OCK 1 ,:VAC A, E 367. 69 (4 354.2 t(M) LOT 6 EXISTING RESIDENCE FIMSN FLOOR EL 9.00' Y COa+(M iJ3�3•r7d �L-7rir��lm .5 / J O G cn ch - _ C I (J ((r "0 TI m0 I I16 > "o i 0 ►��<�� r Q r O O o 0 N = C. C C O w O I C o I Q 1 EX15TG A5PH ROADWAY nl1 P� P• � d 9A SLOPE PLASTIC SMALE L. t auXlatkn o v Y top edi PER CO DETAILS 50i sad 50f ^"'� NOTES, 4' aw. eot,.w SHALE LINER TO BE DO APPROVED 114' N 12' STIOOTH PERFORATED POLYETHYLENE VI' K IO' LONG PVC CAPPED STAKES THRO" LINER AT CORRUGATION EO. DISTANCES 10 PER YO' LENGTH PEGS SHALL BE FLUSH WITH LINER ALLOY! 1 UT' EXPANSION GAP BETMEEN LINER SECTIONS SHALES SMALL BE CONT. PRO. PROPERTY LINE TO PROPERTY LINE OC TYP SHALE AND LINER DETAIL CULVERT NOTES: CULVERT PIPES ARE TO BE SET AT THE TOP OF THE RIPPLE AT THE CENTER BOTTOM OF T14E PIPE THE INVERT PIPE GRADES MUST BE CONSISTENT THROUGHOUT THE ENTIRE LENGTH ( NO BOW) PIPE JOINTS SHALL BE EXPOSED FOR INSPECTON AT TIME OF THE DRIVE WAY INSPECTION t ` l� WATER VALVRE HYDRANTE Xn�Y2L + OB 3 +1_ b0 5/BB IR6O018) PIgCA69 9� SHALE CONSTRUCTION NO' tea �TAa T� iww�ie nuu wcoe�i ro rivr ro anar � °0O°tD ovw� weuviiL � ma m ral amat wrm wroaw aXevlwwQ A rwvm URlve [aGe o eti� m l�a i'�vE wax o�errt� wmu ma+ omN v sate wprM w eLY.e a arnm Tp Ta a ez v.' rtR rt. SWALE CONSTRUCTION NOTES NOTE. MAX SLOPE IN RETENTION AREA 15 44 BUILDING LINE b0 wVD OT ® LM I I i ® TYPp SIDE SHALE NOTE. SEE 51TE PLAN FOR OTHER ELEVATII SAME SLOPE TO BE MAINTAINED IN ALL 5W LOT 4 EXISTING RESIDENCE FINISH FLOOR EL. 8.30' PAVERS - DECK (TTPICZJ OTHERS - SECTION POOL DECK 9CAL E W4' - 1--0' EX FINI; DRIVEL 1. "RON SMALL APRONS SHALL I 1. CRASS SMALL APRONS SHALL 3. IF SOD AREA 4..IN. 4' CONC. S. ALL DRIVES I DEPTH OF API EDGE OF STRI DEPTH OF 9W EXISTG ASPH ROADWAY I,MI+-20' 3:1 SLOPE PLASTIC SWALE LINER st augustine over 2" top soil PER CO DETAILS 50% sand 50% mulch mix NOTES: 4" stable subgrade SWALE LINER TO BE CO APPROVED 1/4" X 12" SMOOTH PERFORATED POLYETHYLENE 1/2" X 12" LONG PVC CAPPED STAKES THROUGH LINER AT CORRUGATION EQ. DISTANCES 10 PER 20' LENGTH PEGS SHALL BE FLUSH WITH LINER ALLOW 11/2" EXPANSION GAP BETWEEN LINER SECTIONS 5WALE5 SHALL BE CONT. FROM PROPERTY LINE TO PROPERTY LINE TYP SWALE AND LINER DETAIL SHALE CONSTRUCTION NOTES I. SEE DETAIL FOR GRADING 2. GRA55 5WALE5 MUST 5E GRADED PER CN1' SPECS AND SORDID APRONS SHALL 51OPE TO 50D NOT TO STREET B. IF 50D AREA 15 INWFFICIE14T FOR STORM WATER CRITERIA SUE45USFACE DRAINAGE SHALL SE PROVIDED 4. PAVER DRIVE DEPTW OF APRON EDGE OF 5 TO T�ED ��I E lMR FT. OF T W}DTH PRO" DEPTH OF SWALE WIDTH OF EDU OF 5TUET TO Top W 50A W4411 M SWALE CONSTRUCTION NOTES NOTE: MAX SLOPE IN RETENTION AREA 15 4:1 10.0' NAVD -7w BUILDING LINE a O TYP SIC SI.NALE NTS NOTE: SEE SITE PLAN FOR OTHER ELEVATIONS SAME SLOPE T BE MAINTAINED IN ALL SWALES 1/10/2021 CULVERT NOTES: VARIANCE MTG CULVERT PIPES ARE TO BE SET AT THE TOP OF THE RIPPLE AT THE CENTER BOTTOM OF THE PIPE THE INVERT PIPE GRADES MUST BE CONSISTENT THROUGHOUT THE ENTIRE LENGTH ( NO BOW) PIPE JOINTS SHALL BE EXPOSED FOR INSPECTION AT TIME OF THE DRIVE WAY INSPECTION LOT 4 EXISTING RESIDENCE T; FINISH FLOOR EL. 8.30' 0'1 IRE HYDRANT & WATER VALVE N89 ° ` 7'08 2 222.55 '(P) 24 3. 8 ' (M) 6 rw �11 p 09 0 4 56 55 B rn y11 FOUND 5/8" IRON ROD 11 y p 05 31. �$ CAP (LB 6018) Fill �? 9 k 9 _ r: F 5 k1� �• \ �' WATER � 6 m aAr� u"uar eyr 8 ME \ 07/29 0 suRPt�s e - ------------ - ---- -- - g-------- -- m � 1 m.mn:- - --- - -- a S' Y GY q. �\ OR p N I o :. YYad „` \ r 8 -o A �6 ° r G ya"I la C0 °w ° A Z � N 10 o ti-A v o , o na �A C o yr v0Ilk c cp \, e PHON -------- --------- �y *-RISER E) TYP @y G1. 1�' FUUND 5/8" IRON ROD N O1\ 2 & CAP (LB 6018) 01 S �Il iqm 6' F N8 PAVERS - DECK DESIGN BY OTHERS (TYPICAL) IF ---TYPE TE-2 SEE TYP. I ETAIL 541E ' FURTW IN I e e 8"x8 Will II REEIAR I I I I I I D SECTION POOL DEC< S C A L E ;5/4" '-00 I - I I i I POOL IOC": B11OS HE 6' HT I"X I" ALUM. PICKETS @ 5" O/C FA� CPNT 3"xB" ALUM. ' rQP AND 51 &AIL V x3'I ALUM. POST IMBED I N CONIC.GRADE IF 5'-0" O/ M. NOTE" I " OFF PROPERTY LINE ALIJ "1. FENCE DETAILS SCALE: I 3000 PSI CONIC SMOOTH CONC SLABS 10' X 4' 5" CONC. DRIVE W/ FIBER MESH 4 )T 5, 13C0 i B�QD a .e 4" X 1.5" TILE RECESS \ COMPACT FILL AND 6" MIN DRAINING AGGREGATE TYP DRIVE WAY DETAIL SCALE: 1-1/2" = V-0" EASTERLY EXTENSION OF NORTH /r LINE OF LOT 5, BLOCK I 20' shore e IC �e WAS ZONE "A" -'VARIAN MT VARIANCE UTO 1 f1 Z4NE1 `�" V1 C/(' 7 „� 14 l V D e o' � \ 8' ��� e------ -L --- LITY EASEMENT I 6� 5 6 6 FENCE 08 "E 507.69 '��� 554.2 ' (M) �.m 205.5' TO ATU FROM MHWL ZONE "B" 300, /20/2021 1/11/2020 Ym.w FROM MHWL LOT 6 EXISTING RESIDENCE FINISH FLOOR EL. 9.00' DRIVENAI' CONSTRUCTION NOTES I. APRONS SHALL BE 6" CONIC. W/ NO STEEL APRONS 51IFIALL SLOPE TO 500 NOT TO STREET 2. GRASS 5WALE5 MUST E,E GRADED PER GIY SPECS AND Sl APRONS SHALL SLOPE TO 50D NOT TO STREET 5. IF 50D AREA 15 INSUFFICIENT FOR STORM WATER CRITERIA 5U55URFACE 4. MIN. 4" CONIC. DRIVE W 10 X 10 6/6 WWM MUST BE FORMED 5. ALL DRIVE5 TO HAVE 6" X 8" FOOrEIR @ ROAD DEPTW OF APRON 15 5A5ED ON 1/20 SLOPE PER FT. OF WIDTH FROM EDGE OF STREET TO TOP OF DRIVE WHEN INSTALLED DEPTH OF SWALE WIDTH OF EDGE OF STREET TO TOP OF 500 3/4" PER J CALCULATIONS ILA - SITE AREA PAUL CHAR, LICENSE .° g SITE AREA 2(c, 65q SQ FT 100.00% k ETT'•" HOUSE/GARAGE FOOTPRINT AREA 3,539 SO FT 1 TOTAL BUILDING FOOTPRINT 3, 53q SQ FT 13.3% r DRIVES/NALK 1,572 SQ FT4� POOL/DECK Ill SO FT MARK LICENSE €c;1S T84 TOTAL NON 3133 SO FT GREEN SPACE 19,987 SO FT 74.9% FLOOR TO AREA RATIO FAR/LOT AREA BLDG AREA 25.1% J I DRAINAGE NOTES: DRAINAGE LEDGEND: THIS WORK WI..LL NOT ADVERSELY IMPACT THE ADJACENT PROPERTIES i ALL WATER SHALL BE MAINTAINED ON PROPERTY �J FINAL SURVEY SHALL BE PROVIDED TO THE CITY FOR TOPOGRAPHY TO CONFORMANCE 09/4/2020 09/24/2020 aOFNo T ri o OF WESTERN Ill OF SHORELINE (PLAT) LANOSCAPE NOTES: �\ MINI9"UM PLANT REQUIREMENTS FOR 50-ZONE A SHALL' CQA'FORM TO PAMP IN LDO 5.02.02. (E)� ' 7 F ' FINAL LANDSCAPE PLAN WILL BE SEPARATE SUBMITTAL - - 1/10/2021 Fil • � �/�j�'F~ O 4T MHWL 43 11/18/2020 Col ® J RECEIVED C� O a W o Z LL- � o � Q O O U � O O Cn r� (/) _ c0 �u13� T _ ♦ Ln LO Q F- Ln QI _Z Z a O J I� ♦ i U /� Q E-1 p ~ N ~ 00 H w = z 0 U E� � � 00 N Ln N U W Na 1MM� O V Q \ FEB I I LW J Q Per > ' St. Lucie Count 4. ONE 09l24�{)2p FLOOD ZONE 'dE' 09/24/2020 LLJ - 1 tia •' U 6 ---- S89-47'08"W (D) LJ ry _ ---- EASTERLY EXTENSION OF OR Z W SE CORNER OF LOT 5,_^^OCK LINE OF LOT 5, BLOCK I V — - , IJ U PROPOSED SITE PLAN SCALE: 1/16" = I'-0" FDOH in St. Lucie County I Environmental: Health I Site Plan Approved for Construction Supersfdes All Preylpus, Site Plans for OSTDS • 5 FcLI o �23 & NVell # Date: 210'N 4 , NOTE: All UTILITIE5 5 FIALL SE INSTALLED UNDER GROUND INCLUDING TELERWONE, ELECTRIC AND CABLE ECT. SITE PLAN NOTES 1. =NTRACTOR TO VERIFY ALL UTILITY CONNECTIONS 2. Fili FLOOR TO BE 12" A50VE AVERAGE GRADE 3. ARWWS DENOTE DRAINAGE PATTERN IJ o J I� LLJ 0 J (n c0 00 I I--�I o Q rl Ci O 0 = r-) O O N U co ll N QTAATCn• nn /nA onon 48 HOURS BEFORE DIGGING. CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FIL INC. I +-20' EXISTG ASPH ROADWAY 1' MI p\ �. a' 3:1 SLOPE PLASTIC SWALE LINER--""st augustine over 2" top soil PER GO DETAILS 50% sand 50% mulch mix NOTES: 4" stable 5ubgrode SWALE LINER TO BE CO APPROVED 1/4" X 12" SMOOTH PERFORATED POLYETHYLENE 1/2" X 12" LONG PVC CAPPED STAKES THROUGH LINER AT CORRUGATION EQ. DISTANCES 10 PER 20' LENGTH PEGS SHALL BE FLUSH WITH LINER ALLOW 11/2" EXPANSION GAP BETWEEN LINER SECTIONS SWALE5 SHALL BE CONT. FROM PROPERTY LINE TO PROPERTY LINE C�C TYP SI�ALE AND LINED DETAIL SAALE CONSTRUCTION NOTES I. SEE DETAIL FOR GRADING 2. GRA55 5WALE5 MUST 5f GRA= P9R CIY 5P= "D SODDED APRONS SHALL SLOPE TO SAD NOT TO STREET 3. IF SOD AREA 15 INSUFFICIENT FM STMM WATER MYER1A 51.155LWA&E DRAINAGE 5NALI. 6E PROVIDED 4. PAVER DRIVE DEPTH OF APRON 15 EASED ON I/2" SLOPE PER FT. OF MM FROM EDGE OF STREET TO TOP OF DRIVE WkdEN INSTALLED DEPTH OF SWALE WIDTH OF EDGE OF STREET TO TOP OF SOD 3/41 PER FT. SWALE CONSTRUCTION NOTES NOTE: MAX SLOPE IN RETENTION AREA 15 4:1 1-0-0' �NAVO p--- BUILDING E� o LINE � la O TYP SID SWALE NITS NOTE: SEE SITE PLAN FOR OTHER ELEVATIONS SAME SLOPE T BE MAINTAINED IN ALL SWALES 1/10/2021 CULVERT NOTES: VARIANCE MTG CULVERT PIPES ARE TO BE SET AT THE TOP OF THE RIPPLE AT THE CENTER BOTTOM OF THE PIPE THE INVERT PIPE GRADES MUST BE CONSISTENT THROUGHOUT THE ENTIRE LENGTH ( NO BOW) PIPE JOINTS SHALL BE EXPOSED FOR INSPECTON AT TIME OF THE DRIVE WAY INSPECTION LOT4 EXISTING RESIDENCE FINISH FLOOR EL. 8.30' IRE WATERDRAVALIVE& 1V89 7'08'� 222y. 55'(P) y 4J. 8'f (M) C, 6. B SITE AREA CALCULATIONS ICE cHARETTE,.A:I.A. L I"X�I" ALUM. PIGKi 5" O/C LICENSES DA 79 51TE AREA 26/659 SO FT 100.00% tcs ' TTE'.' HOUSE/GARAGE FOOTPRINT AREA 3,539 SQ FT \O:NT.3,x5,ALWI. TOTAL BUILDING FOOTPRINT 3,539 SO FT 13.3% TOP AND 50TT RAIL „. P� '• Q Q DRIVES/WALK 1,572 SG? FT — - POOL/DECK 1,561 SG? FT LICENSE ='A... 84 TOTAL NON 3 133 SQ FT I LB% 3"xB" ALUM. POSTS GREEN SPACE Iq, 957 SG? FT 74.q% IMBED IN CONIC. z u GRADE @ 51-011 O/C MAX. FLOOR TO AREA RATIO L) O FAR/LOT AREA ;Z, F NOTE" 111 OFF PROPERTY LINE BLDG AREA 25.1% > ALUrl. FENCE DETAILS L SCALE- NITS ^p � Q DRAINAGE LEDGEND: J O \? wv EI� o0 J Jo 0 \� SMOOTH 3000 I CONC CONC SLABS 10' X 4' 09/4/2020 gl � ~ 1 5" CONC. DRIVE W/ FIBER MESH 4" X 1.5" TILE RECESS xj = ♦ 0 09/24/2020 F1'o COMPACT FILL AND 0.- z 6" MIN DRAINING AGGREGATE z TYP DRIVE WAY DETAIL Q O J SCALE: 1-1/2" _ 1.-0" _ n �, `� • EASTERLY EXTENSION OF NORTH F�1 LINE OF LOT 5, BLOCK 1 � � � � � FOUND 5/8" IRON ROD y� 9 ti y� A 0 � � 9 00 � � y CAP (LB 6018) g y? 1 h• y + �' U rr) N 31.1 k 0 4 mPATEpunuirFASYNI 'sR DRAIN AGE `. N89'47 8 E( W z 10 A• \ way • a 5 + 1 TYP WESTERN LINE OF SHORELINE (PLAT) ` = A' MER "s. / %200 07 29 0 a ° U suPPc r _-____-- a -- --___- '� •2' bs'r mad. W _ _____-- e - - -- NE CORNER LOT 5, 0 1 LANDSCAPE NOTES - ---__ gIyI1N yg POINT OF B GINNING •�\ �.� MINIMUM PLANT REQUIREMENTS FOR 50'ZONE A SHALL `:.: ...n � GIiP IR N ROD \` CONFORM TO "PAMP" IN LDC 60202 (E) \ � ' ` V N LO � u � I A ` Y "Ait i \ � y�q `� OE 31""Y tlW "AT" PK ; arNnnae — e I\ i r 10 Z� ) \ *0 z"All � 4• s s ❑❑©� TRAT o r q q Y v Or z— O -o �,\ �\ o ___ ?� N-70 0 CAGYn '\ n.a� mw Z� Z�r^ °^ 51 ro xvac an m ua" Yr; - - -- -� - - --- - e PHON 4.0' a &6 �� -RIDER y6 TYP DRAT 14 6' P y \. + 31.24,11 � � G` �1' FOUND 5/8" IRON ROD & CAP (LB 6018) / V 8 rn Z i ov1 �rl �1 ,l 1 i li PAVERS - DECK ji DE51GNAB) OTHERS i i i i i TYPE TE-2 FOOTER 1 SEE TYP. DWG. ON i �ETAIL SHEET FOR i FURTHER INFO.) I e 8" x 8" W/ 1- #5 REBAR SECTION POOL DECK S C A L E �/4" = 1'-0" FOUN�.p - ..e.,�, Q CCAP��LB 6018) r �„ FINAL LANDSCAPE PLAN WAL BE SEPARATE SUBMITTALAVW -. V .,w. 4- O b44Q,t VARIANCE MTG 1/10/2021 O�� O .4.Af T sb Q Ili 20I`; ore acce . ti (S0� `� CO 70. "A= ZONE 'A o (OD\` MHWL +3' O' S0' OOL1 �9 11 /18/7020 A RIA MT \ mowOI 1 10 2021 5 G� - � 5 JI SOT mlwm! VARIANCE MTG -,SL OCl \ l O \. ,/, 2021 VA Chi,T L_ lVD FL000 zoNE \\ FLOOD ZONE 'AE' ZONE"S" ` - 09/24/2020 ` °1 300' ` 09/24/2020 01 D 9 Md ------ - ---- ---- --L 6 UTILITY EASEMENT 0 TYP DRAI 6� S89'47'08"W (D) EASTERLY EXTENSION OF OR FENCE LINE OF LOT 5, BLOCK ,1 y SE CORNER OF LOT 5, OCK J07 69 354. 2 lV) F P (L IRON ROD 7 08 L 9 9) '/ � ' / & CAP LB 6018) I ( zas o 205.5' TO ATU FROM MHWL ZONE "B" • 1 /11 /2020 300' /20/2021 FROM MHWL FDOH in St. Lucie County Environmental Health Site Plan Approved for Constructi n PROPOSED SITE PLAN Supersedes All Previous Site Plans for LOT 6 EXISTING RESIDENCE SCALE: 1/16" - 1 -0 OSTDIS • 10- 123 & Well # FINISH FLOOR EL. 9.00' Date: I5' DRIVEWAY CONSTRUCTION NOTES I: APRON5 SHALL BE G" CONC. W/ NO STEEL APRONS MALL SLOPE TO SOD NOT TO STREET 2. GRA55 5WALE5 MUST BE GRADED PER CIY SPECS AND SODDED APRONS SHALL SLOPE TO 500 NOT TO STREET 3. IF SOD AREA IS INSUFFICIENT FOR STORM WATER CRITERIA SLWURFACE 4. MIN. 4" CONC. DRIVE W 10 X 10 (9/6 WWM MUST BE FORMED 5. ALL DRIVES TO HAVE 6" X 8" FOOTER P ROAD DEPTH OF APRON 15 BASED ON 1/2" SLOPE PER FT. OF WIDTH WOM EDGE OF STREET TO TOP OF DRIVE WHEN INSTALLED DEPTH OF SWALE WIDTH OF EDGE OF STREET TO TOP OF 50D 5/4" PER FT. Revie NOTE: ALL UTILITIES 5WALL BE INSTALLED UNDER GROUND INCLUDING TELEPHONE, ELECTRIC AND CABLE ECT. SITE PLAN NOTES I. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS 2. FINISH FLOOR TO BE 12" ABOVE AVERAGE GRADE 3. ARROWS DENOTE DRAINAGE PATTERN 45 HOURS BEFORE DIGGING CALL TOLL FREE I-BOO-432-4770 SUNSHINE STATE ONE CALL OF FL INC. Lij LLJ U W LL- LLJ 0 � W U /'LLI LL Q D Q J LLJ W W O Q ON U (-0 a N STARTED: 04 08 2020 PRELIM:' PRELIM FINAL: CONST DOCS: -06 08 2020 HEALTH DEPT 07 29 2020 BLDG DEPT: 09 24 2020 BLDG DEPT: 11 12 2020 BLDG DEPT: 18 20 0 VARIANCE MTG 1 20 2021 SEPTIC REV 1 20 2021 SCALE: 1/16" PER FT SHEET Sp��