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HomeMy WebLinkAboutOSTDS NEWSCANNED By STATE O $Ftj2d4'0UQ DEPARTMENT OF HEALTH ONSITE SEWAGE TREATME1 SYSTEM CONSTRUCTION PERMIT FOR: APPLICANT: (Standard Pacific o PROPERTY ADDRESS: 3046 NW Radcliffe 4 LOT: 13 BLOCK: ,PROPERTY ID #: 4425-763-0018-000A OSTDS New GPI 7-1 DEC 3 � zoo, AND DISPOSAi. 00 FL 34990 Riverbend PERMIT #: 56-SF-I 782268 APPLICATION # : AP 1302648 DATE PAID• FEE PAID: RECEIPT #: DOCUMENT #: PR1072740 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCO ANCE WITH 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 SPECIF C 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 EXE T THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVEL PMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,350 ] GALLONS / GPD Seotic ew CAPACITY A [ ] GALLONS / GPD -N/A CAPACITY N [ ] GALLONS GREASE INTERCZ,PTOR CAPAC TY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 450 ] GALLONS DOSING TANK C41ACITY [97.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS P #Pumps [ 1 ] t D [ 725 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM I A TYPE SYSTEM: [ ] STANDARD „ [ ] FILLE [x] MOUND [ ] �I CONFIGURATION: [x] TRENCH [ } BED [ ] N F LOCATION OF BENCHMARK: site BM NiD in curb near c nter of lot on E side of Rd I ELEVATION OF PROPOSED SYSTEM SITE1I [ 14.001 INCHES FT ]I ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 15.001 INCHES FT ]t ABOVE BELOW] BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [19.001 INCHES EXCA TION REQUIRED: [ 65.00] INCHES The system is sized for 5 bedrooms with a ,maximum occup ncy of 10 persons (2 per bedroom), for a total estimated!Flow of O 580 gpd. T Performing Lift Dosing. H Pumps must be certified as suitable for distributing sewage effluent. The licensed contractor Installing the system is responsible for installing the minimum category of tank in accordance with E s. 64E-6.013(3)(0, FAC. I R SPECIFICATIONS BY: Brian Davis APPROVED BY: ITLE: DATE ISSUED: 08/16/2017 DH 4016, 08/09 (Obsoletes all previous editions Incorporated: 64E-6.003, FAC v 1.1.4 TITLE' Master Septic Tank Contractor tal may not be used) it II St. Lucie CHD EXPIRATION DATE: 02/16/2019 Page 1 of 3 SE1044432 File C 0AY 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 28-10 , Florida Administrative Code. A petition for administrative hearing must be in writing nd must be received by the Agency Clerk for the Department, within twenty-one (21) days f om the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, IN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alt rnative remedy. Your failure to submit a petition for earing within 21 days from receipt of this order will constitute a waiver of your right to an admi istrative hearing, and this order shall become a 'final order'. Should this order become a final ord to judicial review pursuant to Section 120.68 governed by the Florida Rules of Appellate F by filing one copy of a Notice of Appeal with second copy, accompanied by the filing fees appropriate District Court. The notice must t a party who is adversely affected by it is entitled Florida Statutes. Review proceedings are ocedure. Such proceedings may be commenced ie Agency Clerk of the Department of Health and a equired by law, with the Court of Appeal in the filed within 30 days of rendition of the final order. St. Lu Ile County Health Department 5150 W Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: PERMIT*: 56-SF-178226 BILL ooc #:56-BID-3637373 CONSTRUCTION APPLICATION #: AP1302648 RECEIVED FROM: The Milcor Group, Inc. AMOUNT PAID: $ 55.00 PAYMENT FORM: CREDIT CARD PAYMENT DATE: 12/04/2017 MAIL TO: (Standard Pacific of Florida, GP Inc FACILITY NAME: PROPERTY LOCATION: 3046 NW Radcliffe Way Palm City, FL 34990 Lot: 13 Property ID: 4425-703-0018-000-4 EXPLANATION or DESC 126 - OSTDS Construction Permit (New or Mod, 1: .I RECEIVED BY: Block: QUANTITY FEE dment) 1 , $ 55.00 :y 'i i AUDIT CONTROL NO. 56-PID-3446231 M St. Lu ® 5150 HEALTH PAYING ON: PERMIT#:56-SF-17822 RECEIVED FROM: The Milcor Group, Inl PAYMENT FORM: CREDIT CARD MAIL TO: (Standard Pacific of Florida, GP IF FACILITY NAME: PROPERTY LOCATION: 3046 NW Radcliffe Way Palm City, FL 34990 Lot: 13 Property ID: EXPLANATION or DESC 128 - OSTDS Construction System Inspection R -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan R 126 - OSTDS Construction Permit (New or Mod, •127 - OSTDS Construction System Inspection .133 - OSTDS Construction Reinspection RECEIVED BY: VanceMH County Health Department Milner Dr Port Saint Lucie, FL 34983 30 CONSTRUCTION APPLICATION M. AP1302648 AMOUNT PAID: $ 400.00 PAYMENT DATE: 08/00/2017 Block: UN: QUANTITY FEE ch Fee 1 $ 5.00 1 ¢ , $ 15.00 1I : $ 100.00 ,New 1 s $ 100.00 i dment) 1 $ 55.00 1 $ 75.00 1 $ 50.00 AUDIT CONTROL NO. 56-PID-3317096 STATE OF FLORIDA I DEPARTMENT OF HEAL H ONSITE SEWAGE TREA W. SYSTEM W APPLICATION FOR CO S! APPLICATION FOR: [x] New System [ ] Existing y [ ] Repair [ ] Abandonme t APPLICANT: Standard Pacific of 1 AGENT: The Mi1Cor Group, Inc. MAILING ADDRESS: 10975 SE Federal AND DISPOSAL TION PERMIT ,am [ ] Holding Tank [ ] Temporary rida GP, Inc. PERMIT No. DATE PAID: FEE PAID: RECEIPT #: [ ] Innovative E ] TELEPHONE: 7 72 - 22 3 - 8.85 0 TO BE COMPLETED BY APPLICANT OR APPLI T'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.1 5(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE OCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSI ERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 13 BLOCK: SUBDIVISIO PROPERTY ID #: 4425-703-0018-000-4 =t PROPERTY SIZE:;[ 0.73 ACRES WATER SUPP IS SEWER AVAILABLE AS PER 381.0065, FS? PROPERTY ADDRE8s: 3046 NW Radcliffe DIRECTIONS TO PROPERTY: East on BeCkeY Rd. Then north East on NW Rad BUILDING INFORMATION [ X] RES; Unit Type of No, of No Establishment Bedrooms 1 Single Family 5 2 3 4 Riverbend PLATTED; Yes ZONING: PUD I/M OR EQUIVALENT: [ Y / N ] : [ ] PRIVATE UBLIC C X]<=2000GPD [ 1>2000GPD Y / ®] DISTANCE TO SEWER: N/A FT Way, St. Lucie County, FL i DH 4015, 08/0 mbsoletes preivious edition Incorporated 64E-6.001, FAC Gilson Rd. for approximately a mile. Then [ 3 COMMERCIAL Commercial/Institutional System Design Table 1, Chapter 64E-6, FAC i,joh lay nQw*W.. ���<<Siri3W tit>>`tt� DATE: Page Iof4 Y lGV.'.v 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATM SITE EVALUATION AND APPLICANT: Standard Pacific of Florida, GP Inc CONTRACTOR / AGENT: LOT: 13 SUBDIVISION: Milcor Group, Inc. Riverbend APPLICATION # AP1302648 PERMIT # 56-SF-1782268 T AND DISPOSAL SYSTEM DOCUMENT # SE1044432 STEM SPECIFICATION BLOCK: : 4425-703-0018-000-4 %10 BE COMPLETED BY ENGINEER, HEALTH DEPARTME T 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: [X6ES [ ]NO NET USABLE AREA AVAILABLE: 0.73 ACRES r TOTAL ESTIMATED SEWAGE FLOW: 1 580 Gl AUTHORIZED SEWAGE FLOW: 1825.00 G1 UNOBSTRUCTED AREA AVAILABLE: 1400.00 Si BENCHMARK/REFERENCE POINT LOCATION: Site BI ELEVATION OF PROPOSED SYSTEM SITE 14.00 THE MINIMUM SETBACK WHICH CAN BE MAINTAINED F1 SURFACE WATER: 75 FT DITC) WELLS: PUBLIC: FT LIMITED USE: BUILDING FOUNDATIONS: 5 FT PR SITE SUBJECT TO�FREQUENT FLOODING? [ ] 10 YEAR FLOOD Ei*�rATION FOR SITE: SnTL PROFTT.F. TNPORMATTM gTTA: T LONS PER DAY [ I RESIDENCES -TABLET / OTHER -TABLE 2 ] LONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] T UNOBSTRUCTED AREA REQUIRED: 1088.00 SQFT NO in curb near center of lot on E side of Rd [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO FT PRIVATE: FT NON -POTABLE: FT tTY LINES: 5 FT POTABLE WATER LINES: 10 FT 4 [ X ] NO 10 YEAR FLOODING? [ ] YES [ X ] NOI [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD RATT. PRAFTT.F. TWrnPMATTnV RTTR 9 c USDA SOIL SERIES:: Munsell #/Color Texture Depth 10YR 4/1 Fill - Sand 0 To 12 1 OYR 511 Sand 12 To 27 10YR 6/1 ' .1 Sand 12 To 27 OYR 5/2 Sandy Clay Loam 27 To 65 1 OYR 4/4 Loamy Sand 65 To 72 OBSERVED WATER TABLE: 42.00 INCHES [ ABOVE / BELC ESTIMATED WET SEASON WATER TABLE ELEVATION: 23 HIGH WATER TABLE'VEGETATION: [ ]YES [X]NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED REMARKS/ADDITIONAL CRITERIA SHS based on stripping]>10% @23" In SB1 with 10YR5/1 matrix and 10Y USDA soil series, similar to Punta C USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/1 Fill - Sand 0 To 14 1 OYR 5/1 Sand 14 To 26 10YR 6/1 Sand 14 To 26 10YR 2/2 Spodic Material 26 To'48 1 OYR 4/4 Sand 48 To 53 1 OYR 4/2 Loamy Sand 53 To 72 ]] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] INCHES [ ABOVE / BELOW ] EXISTING GRADE IMOTTLING: [X]YES' [ ]NO DEPTH: 23.00 INCHES Sand/0.80 DEPTH OF EXCAVATION: 65 INCHES [ ] OTHER (SPECIFY) stripping. Install systems, as per site plan. SITE EVALUATED BY:: I DATE: Davis, Brian (Title: Master Septic Tank Contractor) (Brian Davis Septic & Backhoe Sery DH 4015, 08/09 tobsoletes previous editions which may not be used)I Incorporated: 64E-6.001, FAC AP1302648 EID1782268 08/04/2017 Page 3 of 4 v 1.0.2 o� STATE OF FLORIDA ' DEPARTMENT OF HEALTH ONSITE SEWAGE TREATM SITE EVALUATION AND Wol APPLICANT: S'f�i� �l�A,r�;I C l f'!`L 0 T AND DISPOSAL SYSTEM STEM SPECIFICATIONS LOT; 3_ BLOCK: /J I SUBDIV`ILS] PROPERTY ID #: PERMIT #.5G• & 42 AGENT: l/�" r � — V 14 j [Section/Township/Parcel No. or Tax 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 [ ] NO NET USABLE LE: ACRES TOTAL ESTIMATED SEWAGE FLOW: Z U GALLONS PER DAY SIDE LE-TABLE2] AUTHORIZED SEWAGE FLOW: 115rz5 GALLONS PER DAY [1500 GPD/ACRE O 00 GPD A UNOBSTRUCTED AREA AVAILABLE: /yGo L_SQFT UNOBSTRUCTED AREA REQUIRED: I68T SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS THE MINIMUM SETBACK WHICH CAN BE MAINTAINS SURFACE WATER: FT DITCHES/ WELLS: PUBLIC: FT LIMITED USE:_ BUILDING FOUNDATIONS: FT PRO] SITE SUBJECT TO FREQUENT FLOODING: [ ] 10 YEAR FLOOD ELEVATION FOR SITE: SOIL 1 e- Irv- 6t 7G FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES kLES: FT NORMALLY WET? [ ] YES [ ] NO FT PRIVATE: FT NON -POTABLE: FT ;TY LINES: FT POTABLE WATER LINES: FT NO 1' 10 YEAR FLOODING?/ [ ] YES [e] NO FT MSL/NGVD SITE ELEVATION: G.7,1 FT MSL/NGVD MUNSELL #/COLOR TEXTURE DEPTH v 11K.W.1 S U TO / Z-- /�./Z-Too 2- "i L7 TOG T U / G G /c) TO% TO TO TO TO TO USDA SOIL SERIES : 5r Lit• -fa a „! t.,X n OBSERVED WATER TABLE: Zr 2-- INCHES [ABOVE / ESTIMATED WET SEASON WATER TABLE ELEVATION:_ HIGH WATER! TABLE VEGETATION: [ ] YES [I+NO SOIL TEXTURE/LOADING RATE R SYSTEM SIZING DRAINFIEL6•CONFIGURATION: [/l ;ME)I,CH t) [ ] SITE EVALUATED BY. b"! V �j SOIL PROFILE INFORMATION SITE 2 MUNSELL-#/COLOR TEXTURE DEPTH ° . TO ZG v S `74& cIL 2 G TO e1 V (D $ TO .) TO TO TO TO USDA SOIL SERIES: Y EXISTING GRADE. TYPE • PERCHED / �PP.---g ] _ INCHES [ABOVE / BE EXISTING GRADE MOTTLING: [/YES [ ] NO DEPTH:Z_3 INCHES DEPTH OF EXCAVATION: INCHES [ ] 0 R (SPECIFY) DATE: O / DR 4015, 08/09 • (Obsoletes previous editions which may not used) Incorporated: 64E-6.001, FAC Page 3 of 4 Property Card Page 1 of 1 f 5b- Michelle Franklin, CFA -- Sain Lucie County Property Appraiser — All rights reserved. P lIIoperty Identification Site Address: 3046 NW Parcel ID: 4425-7 3-0018- Account 4: 176834 Sec/Town/Range: Radcliffe WAY 000-4 25/37S/40E Map ID: 44/25S Zoning: PUD Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description Standard Pacific Of Florida RIVERBEND (PB 67-36)- LOT 13 15360 Barranca PKWY Irvine, CA 92618 Current Values Historical Values 3-year - Just/Market: $373,900 Assessed: $350,130 ear Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $350,130 -016 $373,900 $350,130 $0 $350,130 015 $318,300 $318,300 $0 $318,300 Sale History Date Book/Page Sale Cod Deed Grantor Price 11-26-2012 3460 / 0152 0205 SP Stuart Property Holdings Ltd, $7,000,000 Primary uilding Information Finished rea of this building: 0 SF Gross A ea of this building: 0 SF Exterior Data View: Roof Cover: Roof Structure: Building Type: Year Built: N/A Frame: F Grade: Effective Year: 2014 ' Primary Wall: x Story Height: r~ No. Units: 0 Secondary Wall: Interior Data ` Y Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall:_ Full Baths: 0 Heated %: N/A% Heat Type: Avg Hgt/Floor: 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: Primary Floors: Total Areas n ..Y1y.:��" t;5�.{f fi;r>•U+,kv�.t"d •..J i ?r' Finished/UnderAir 0 t. r r• r, if (SF): J Gross Area (SF): 0 Land Size (acres): 0.73 Land Size (SF): 31,799 Total Building Count: 1 Special. Features and Yard Items Type Qty I Units Year BIt This information is believed to be correct at this time but it is subject to change and is not warranted © Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved. http://www.paslc.org/RECard/ 8/9/2017 1-7Y22(a� REPRESENTATIVE AUTHORIZATION Rivet -bend Subdivision Please be advised that the undersi ed has authorized the following person(s) to act on their behalf in seeldng approval f the above referenced application: ` Melissa G. Corbett, P.E. The Milcor coup, Inc. 6526 South Kanner Highway #236 Stuart, FloriJ,a 34997 (772)223-8850 Witness:. G . _ , ( ) By; Name 'T Print Name Y ' ACKNOWLEDGEMENT STATE OF c— COUNTY OF ..tk.�( The foregoing was acknowledged before ie' this day of ' 20 by �77�.5� N C)C) and [>(j is -personally known tome or [ J�has produced as identification. Notary Stamp Notary Public •�4'YYi IO4`e SIVAN SHACHAR : : •; PAY COMMISSION #F17007026 EXPIRES April 10.2017 a... (407) 3D8•0I59 FlnrldallolorySorvfco.com APPLICANT'S NAME: Standard Pacific of Florida GP, Inc. LEGAL DESCRIPTION: Riverbenl (PB 67-36) - Lot 13 I certify that there are no potable proposed septic system, that there ar, for the proposed septic system, that t building foundation, that there are n( 15 homes or businesses within 100 f wells that serve more than 25 people the proposed septic system, that the i at least 10 feet from the available are 5G-5�_ J 7Wz.zU -ivate wells within 75 feet of the available area for the no non -potable wells within 50 feet of the available area .ere are no wells within 25 feet of a pesticide -treated public wells that serve less than 25 people or less than A of the proposed septic system, that there are no public )r more than 15 homes or businesses within 200 feet of ater line from the water meter or well to the structure is the line to be double sleeved, .that then vacuum sewage line in a public easem, are no lakes, streams, wetlands, or surf proposed septic system unless the prof proposed on the side of the lot farthest systems and surface water on adjacent are shown on the site plan, that all pub shown on the site plan, and thgt the loc recorded easements, paved areas or dri filled areas, drainage features, and surf wetlands are shown on the applicants 1 for the proposed septic system unless the plans show is not a gravity sewer line, low pressure sewer line or ,nt or right-of-way that abuts the property, that there ace water within 75 feet of the available area for the rty was created prior to 1972, that the septic system is om surface water, that all private wells, septic r contiguous land within 75 feet of the applicant's lot l c wells within 200 feet of the applicant's lot are tion of building or residences, swimming pools, v ways, sidewalks, the general slope of the property, a e waters such as lakes, ponds, streams, canals, or The natural grade elevation in the area o the proposed septic system and the benchmark must be shown on the site plan. Please locate he benchmark within 200 feet of the proposed septic system. ♦ U. �I • • �c co N L '�= =0:LU to * O 0 LIJ N • , o Ax NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGINEER. docs/forms/septics/SepticApppPage207 The August 9, 2017 August Z z �� Hand Delivery I�il�®a� Group Melanie Vance 6 n�• . St. Lucie County Health epartment 3855 South US Highway 1 Fort Pierce, Florida 3498 Engineering a Va66 rit 6ii RE: Riverbend - Lot 1 SOSWIlable ' Septic System Per it Application Environment ' Dear Ms. Vance, Attached please find an app ication for single family residential septic system pennit, - including the following doc ments: 1. Signed and sealed Ap , lication for Construction Permit (DH 4015 Page 1 of 4); 2. Signed Site Evaluatio and System Specifications (DH 4015 Page 3 of 4); 3. Representative Autho zation document; 4. Signed and sealed Sept c System Site Information Certification; 5. Three (3) 11 x 17 signe and sealed lot Site Plan; 6. Three (3) 11 x 17 Floor Ian; and . 7. Application fee of $400. 0 (please charge to credit-card on file). Office Locations: SE If you have any questions, plea a do not hesitate to call me at (772) 223-8850. Feder Federal Hwy' Hobd�Sound Florida Sincerely , 33455' The ME or G oup, c. , 9035 Aindricana . Road i Ve�o,Beach J Florida 3zsss: eli sa G. Corbett, P.E. President is Phone � � Fax'" Enclosures Cc: Philip Darling Email' -:�� themilcorgrtiup, ;:come ;wvnv:- ��� ;,ttieinilcorg`roup '����� �` •' ' com `. ;, -�,' - ; • •; �,: r,;., ,;.; ; i P:\Pro jectslS 12 -Standard Pacific\S 1204 - ltiverbend\permitting\Septic\L.ot 131SLC Health Dept Lot 13 septic app submittal cover ;' letter.docx I AL 27V�LANDRIA THE 6512 MODEL FOR: STANDARD PACIFIC HOMES ° Making You Right At Home 825 CORAL RIDGE MR. CORAL SPRINGS, FL 33071 Tail (954) 575-7300 -STATE CERTIFIED BUILDING CONTRACTOR: - se.FT. cnLc.'s -_ INDEX OF DRAWINGS 1!••a'p'LP" '�' enn SHEET # DESCRIPTION STANDARD PACIFIC HOMES PG CI-COYEI PACE PC St MUNDATMN PLAN 'A' 825 CORAL RIDGE DR. CORAL SPRINGS FL. 33071 °"' 'gym PC GN-Gam' NOTES PC 52 FRAMING PIAN NOTES TEL.' (954) 575-7300 r�Am lA.lu to Onrc r �:mO 00m • •nrt. PO AI -FIST nwR PUN PC 57 i7R3731DOR-POOP-&-SECOND FLOOR HOOP FRAMING PLAN •A' PC A2-SCCONO FIAfOR PLAN P W 6°•� u m^. PC A2A-DOOR AND WINDOW SCII PO S4 SECOND P_011 ROOF FAKING PLAN ELEVATIONNEAR rv.2�bLLtOIT br mR �_- PO SS SECTIONS AND DETAILS 'A' PO 56 SECRONS AND DETAILS 'A' PG A4A-EILV. 'A' LIFT t WCNT rnA4.- •>•r mR. • STATE OF FLORIDAPC PROFESSIDNAL ARCHITECT: AU-DQA M ELLY 'A' PC DI -DOOR A WINDOW ATTACHMENTS OETAUS k STAIN SUCTION DETAILS JAMES CANTWELL PC M UNOUTHIC CALL SECTIONS h I GRAILS AR No. 12079 PC M-MONDUTHIC 2-STORY WALL SECTIONS PC EI-ELELTR)= FIRST FLOOR PUN A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. T 32750 PC E2-ELCCRUCAL SECOND IIDOR PLAN PG MI ELECTRICAL pANIG. a RISER .I: (407)WOOD 74-60FLORIDA Tel: ((407 774-407 PG PI -PLUMBING. RpST FLOOR PUN FDx: (407) 774-4O7B PC P2-pWMBING SECOND FLOOR PLAN PC MI -MECHANICAL 1ST. AND 2ND. FIDOR PUN �J /1 FDOH in St. Lucie County ,Environmental Health DESIGN CRITERIA! •FWRIDA FIREPBUILDING CODE (FCO 5T RESIDENTIAL •FWRIDA FIRE PREVENTION CODE 14 EDITION -NATIONAL ELECTRICAL CODE (NEC) 2011 - EDITION •FBCR 2014. 5TH EDITION ELEN=C) PROVISIONS -ALL LOCAL AND STATE CODES . OCCUPANCY —RESIDENTIAL. GROUP Site Plan Approved for Construction P3 CONSTRUCTION TYPE _ YD •MIN. INTERIOR FINISH - CLAM B Supersedes All Previous Site Plans for .BASIC 70 .BASIC HIND SPEED(Y_)- IA LAST E]ABIEC •K-STORY RESIDENCE .2-STORY RESIDENCE - YAE. HEIGHT AS PCO LOCAL AND STATE CODES / /_''q /_� Well' OSTDS #5L/s�7G -SEE STRUCTURAL DRAWINGS FOR MORE INFO . l0 Date: t 2 c 7 . VI=C PAAMRFRS RON M =14 CIL R44 TOR I—." AND WOOD: •I—` QCD'TION HIGH VELOCITY NUPA—. MANSDRMG. fpO0 ON CHAPTER R44 MR . AYFNCAN SOCIETY or CML ENGINEER! 1-10 W , Reviewer: A4e•Ir 44 rs Design Gr0u A� IDAGw•Do.narruw rrE4Darr4a•n rAn4or4rwDre ...maauwwP.w AlL DESIGN GROUP OMF7ING LNG ctntYo tM�.6l�4f[rOr 0[[MOD er4TA,M1]ruE IRIVERBEND LOT #13 ALEXANDRIA 6512 ELEVATION A a—E 1e 1: LEFT COVER SHEET I C1 GENERAL NOTES 1. ALLNt9xoaE MIDFRDPL WRIIACI sxuteEPl W4cwJlUwwnaxKR[Sm[YfYLmial Diva FLOR.OA Bu¢wm W M Nm of caHNlmlal Wn1 Axd (-W. ]. 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"'M EA IYEOE TIM SwMR IOCARAl WIlxEN9NtClACCORW1UN11HIEE0MNPIG3QI TKEREWREDC00CS 1. ilE51WKIVMLMSOIISEASEOM TIME MERACraIMAILPARTS U THE COVLLIEDBUUVIG LIE COaWCi03 SRNLS U04EIITLPE KFMEROnDWOMEMu TE6NITNmw(n OF IlaslRuclWlEpWilm CaSIWCimwNIa PERWlala HEe2ER5NaCCUREIEIY BISIF1lE4 e. M1N4ssxpmomHEauRYas,aEToeEcarsrofRFnImWFORAusmOARcamtals. 9 EXECa1TMCrMF LLU MOSIAUCIURNCHN:EESWINOUr55 nUAPPROVLLFROYTHEK TEC1AACIM I¢ IDSIHUCiUNAYElE: S3 TOB MTFWEPESMYISE1GUtRESSSPEC¢I LYDETMED. 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ALL GIASGNiIMI }+•IpNAMAUIrt DC50R SIWLBE 1F18FAC4 GT. Nl W1u LLRP0R5pN UUs5GIR0516E51TOR 11 W OASSi08E WIQrt16C OOA[IGIASSIMHSRARBAl1 ipY,lpAE 0.5AFE MCF nNEDLLUTEM EOUT.M SAFYLLCtESSIWf1EDABQIF HT itOGR6YAlLEF iE GT.4 WEtt FUSS Lcwu�wwwlLa lWerv.IlwuFw NvuONpNGIIW SIFEIIHaSBEDIMUtfO NRESSNMEDOIXERASE IS. RIl IELLAIIbH WIER4l5T0 WYEAFUVESFRFADtYDEaM IIOf LWRE TXNIrSNIDA SLOLFlS54tYE0MpFa6YO14DRFIIWI+W RRSEUIa114L210 1 EINAIIOSSNQADa11NESIE0MRYIG$ARELNIYJY ROGEpCVIHS.DORRR01r CalilCTl1EARCHIEtr. Ir.410[D NNISN6SMblIEmA00F[0 D4RNTED)RRitS 10]tNIDfOLLQAnIG A IDFAGVADOIDNLLDEYAfENHO¢MpM�LpNIHEf001PG60EA1FAINVIRIMENOWO!R4051AKEENp1 IWAEACIMESSRCS IFa I:FARSI EWE U IxEf001MG 1 NI BAOMUFT StRVUMEL SLAM61fp5,NmvAVElE1rt5BYlLURFFA Cf OSVNW ML PLACE DI r-En AMCOWACI TOM LLUNWMYMNSIY DEEWUaDWACCOWIm E..ASIY DUG), De BMM16.,ESHNIBE N W OTYSOTMT ERMIMIwLL COTDCCW FIIXEFOWChWd - EXTERIOR FRIISHE$ I- ( CQIPKia1BY ROOWIG ORJE11umrsSlRmill fROCnTED. 1. 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L9I GSTHLWIprR ¢rtflr uRnY. fYR[]0Y o¢AnmFYISRnssw RIVERHEND LOT #10 ALEXANDRIA 6.512 _ ELEVATION A V E EIATNO: LEFT GENERAL NOTES GN I DALL LEGF]JD ® F 0EM•Rstl aatl [YiL fDLC ➢�D N), ® RJL la.vw - b�••r !%TewLM BEYAY DaLL Y li DEE E�VATIRI )fM DE welGwf STAIR DATA (a) KITCHEN ISLAND n rraAOD . e• mE bgET DI rOR FLOW-THRU DTNH DECTIOD N0 DeT.wLa COUNTER TOP MO TI@ 0•e6 (:0.1eH fM .]nS YTUH rD sLL wvn Twe La)aeR wAD>n. b•a• rw. O : G D) P -____, ♦ b If ----------- I � l+ � CASUAL ICOVEReDir [ASTER j j I 1 03'>m I I rawa:e) I D •�p445 Llrll� I n ANAM. 1 Ala' I 5 ._ - n� .f.C:�-7� e 'D : FAMILY AOOM. b•a all - -Pi 11-11-11-11 e:Q�LL L_= J I _=i I I i B , N•.b F D ^ )r fapp Tau I I o •av f W. 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Qq F 6O )JD MPH Y PRO)EDTY • t I b 1 I r 03303.013 u I9 •"fW' bi ��D l8b � aeooe), w lean HaA.TIw L --anLrb_ y ALEXANDRIA 6512 >D'-a' 1D ]f-6 I),•D, ,p ] D QFIIQfi . ]'•e .l O ELEVATION A GARAGE D)lIWO: �DL`o"^ie*e;4 - i em•ImmTTrt >,• � i :y. b i i I �(`9'- I mmL' • _ LEFT O•,• ABOYE IL DRTDnLL C140YA•)D ' DPRAY roA-1 Hsl.ATlw H fZalG L`dLOL i!0 p L __J L_ 6I L n.•eael • e • C BEDROOM f2 b•f na nwDE, nnD-art ' aLLaLNaGr.cE d O _ •LI[- o FIRST rraaT cla rD )rw n i root fre a°r FLOOR De).wmN H rec )DN v.>• ]v'a•oa ' .r v PLAN COVE ___----- e ENDlIt I Beam - __________ _________ I ' D A 7 ffiAIE'RC"OHDA atD• W'-b iD0' )'..• fte' Y )'.•' 6'.D' l•-e. D•-D• _ )r••• a••v lore• D•..• ..._ , _ _ POA— 06/2T/18' sewLE, AS NOTED sHtEE Ho: Al WALL LET ]]rtrsmrs CE<RTL WALL exrewors DEara1G u1LLl xe el�vnaw cars ae curt STAIR DATA ]D wxw • ioTa• n Trs•a] • m• xe �e� m rors eTur]x nasan Der•ue u• rsaow oe T-�• •Ia L•]Gers KR/T YY Rcn TYP_ .,ARCH DETAILS �•Le,�...1.A a' ort D' R•D{L 1@ R eM E DDO lIF EhTc ca.ur oa arZ DRWI CLOBC RmxFUTY (DTNW ]•-D•], ll@T QED TO dLL N•K ll@ LutlG aAD]G C 1 II `' ./ " E �!���L��IlIls�l�Ii Tom• _ •� � 1 � � �nra C ';\ 'tnulnue_�_mununri� nunnnrun�nttt� � iUUUC'�DtitUlly-UUtttl�ItttDN I �2� 3VBD1� WT RIVERHEND LOT //13 _ ALEXANDRIA 6512 EUVA1101I A ulwcs smt+a LEFT SECOND FLOOR PLAN l A2 I AMAP8�."`�"` PRESSURE PIPETW1 0SCH 40 PVC 12'HOLES AT 4.O.C. (TYP,, ESTABLISH VEGETATNE COVER � LOCNOT TTION O SCAL NATNE BACKFlLL J" �. ctm,a wa. MRm u,rt orm gd� I 11 —I- EXISTING CRADE 8.84 1 M � , M bv •• ,� PROPOSED TOP OF 1 e SEPTIC FIELD Z84 PROPOSED BOTTOM —2q' •+• 2g•�•i� �J24- OF SEPTIC FIELD 6.94 i 9 Y \ INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER TYPICAL FDOH in St. L.ucieBC6UfWcTIDNVIEWA vislvra.B4 Environmental Health �� H Site Plan Approved for Construction ------ i Supersedes All Previous Site Plans for RESIDENT S2MG PER TABLE I. ESTIMATED SEWAGE ROWS: o pBEDROOMS WH 7.751-3.300 SOST. OF BtntDWO AREA 4M GALLONS YYY c'nf/ 7�({ PER MT (GPD) FOR EACH ADDITIONAL 75D SF OR FRACTION THEREOF, TYPICAL IFCFuO OSTDS #S4-%(- 17 f"(g !/ & Well i+ INCREASE 81 60 GPD L YI 1TDAL - DxA" tasNMT - w,W P9C �c - {MWD. AFg59 VYupl c - cwatrz P BUILDING SF 5,168 c - LM[ uAWRHAxCC CAYu[gf mv. - LDvwrtmP.P. PagCR PDIC • EFORETLOVDP—NkAG--IA[f-uAIx1Ex .E a r.. yy DyG CR53 LAYu(NT Y r. - CASCWHI .q, - N01 XAPLL Date: 1 L 5 ®00 01CS PRDVDSfD RCVAI-I L _ UT R 1A5' .i NO LD.- HD gKxif2A14N FROM TABLE U. SEPTIC TANK AND PUMP TM'N CMACITY: Oq[LIW K FL" �� - R00�1 TA. - LARD DRAM AVERAGE SEWAGE FLOW - 580 GPD S� Dtxorzs [➢]TwG [LLVATbI IPA _ r%.z.cD K - AW cdIPTXUD'II Reviewer.. SEPTIC TANK MINNUM EFTECDYE WAC17Y - 1.350 GALLONS PL - PDxr W MWRSCCDDq t.B. - 41CN BAyx .G - FDx! p dAYAM[ TrP- IYPCLL HGv. - —VALK FROM TABLE INRI ; OWF2LD SITING (ASSUME TRENCH SYSTEMc ) pAC - P1DnR aDF pdAmC 0. RADMS tF 5 NRMrDgMT FINE SAND, SLIGHTLY UV]TED - MAXIMUM SEWAGE RATE - 0.80 GAL/SF/DAT - PDxf or nAxyDOv �• - FOx1 Qgwr ®- lOiu uAtWL _ UL - D.LNWD GYu.T LP. - lei PQf ®� SaMIMi ulta,4[ st r'�i.^ r= ,a'tl'-Ti' T c - Bu.fq EAMw _ axTfwgE DRIl - DIfULL gi19iD5 RNf MMAIKC S 580 EFO BO GALRUCTED R 775 SF OF TRENCH AREA REQUIRED L - WE w• A ^ vy• aAlw sUMa n //"T THEREFORE, UNOBSTRUCTED AREA REWIRFO' _' 775 % 1.5 = IABO SF - ARL ....,.e,_KAxumrt cpx p0. vrDx 4-041A (4MWLL Ma[I _ 2 r� FT yI m mo p Ij ISMS rJ 7 � 0 Q Z J w I- s U q0 ; U) C Sheet No 1