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HomeMy Public PortalAboutAPP 22-6 Detail/PlansTOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 22-6 Address: 14 Driftwood Landing Proposed Improvement: Approvals Requested: Level III Architectural/Site Plan Review: Gross Lot size: 29,648 sq. ft. Proposed Total Floor Area: 6,677 sq. ft. First Floor Roof Height: 22' First Floor Eave Height: 10' 6" Zoning District: North/South Required Permeable Area: 40% Owner: Martin Brown Agent: Mark Marsh The applicant is seeking to permit construction of a single story and partial two-story, 6,074 sq. ft. Cape Dutch single-family dwelling with garage and swimming pool. A permit for the construction of a single story and partial two-story, 6,074 sq. ft. Cape Dutch single-family dwelling with garage and swimming pool. Effective Lot Area: 21,355 sq. ft. Allowable Floor Area: 6,871 sq. ft. Second Floor Roof Height: 25' 8" Second Floor Eave Height: 17' 7" Entry Feature Height: 11' 6" Actual Permeable Area: 56% Issues Considered During Review: Section 66-144: Standards: Regarding Level III Architectural/Site Plan Review Section 70-67: Effective lot area Section 70-70: Floor area calculations Section 70-100: Roof and Eave Heights Chapter 70: Gulf Stream Design Manual; Article V: Areawide standards; Division 1: General Architectural Standards Section 70-187: Table of District Standards -Architectural Style Motion: Motion to approve a Level III Architectural/Site Plan to permit the construction of a single story and partial two-story, 6,074 sq. ft Cape Dutch single-family dwelling with garage and swimming pool. 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. ARPB File #22-06 ARPB March 24, 2022 TOWN COMMISSION April 8, 2022 ARPB Date: March 24, 2022 Page 2 Action - Architectural/Site Plan Review to permit the construction of a single story and partial two-story, 6,074 sq. ft Cape Dutch single-family dwelling with garage and swimming pool. 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2. Address the concerns from the Parry e-mail regarding a higher wall and more screening on the south side of the property and add an architectural feature on the face of the garage. - approved 5-0 TOWN COMMISSION Date: April 8, 2022 Action - Architectural/Site Plan Review Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # .2 - PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: I.A.2. Project Address: I.A.3. Project Property Legal Description: LOT 2, DRIFTWOOD LANDING ACCORDING TO THE THEREOF , AS RECORDED IN PLAT BOOK 30, PAGES .231 & 232, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA I.A.4. Project Description (describe in detail, including # of stories, etc.) CONSTRUCTION OF A NEW SINGLE STORY & PARTIAL TWO STORY RESIDENCE 14 DRIFTWOOD LANDING REVOCABLE TRUST 14 DRIFTWOOD LANDING, GULF STREAM, FL I.A.5. Square Footage of New Structure or Addition: CAPE DUTCH Architectural style: I.A.6. Check all that apply: X Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) Demolition of Structures (complete section C) X Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential uses (complete Section F) +7.0 NAVD 6074 sq. ft.. I.A.7. Proposed F.F.E: Type of Foundation: PILING B. Owner Information I.B.1. Owner Address: I.B.2. Owner Phone Number: Fax: I.B.3. Owner Signature: C. Agent Information I.C.1. I.C.2. Agent Address: I.C.3. Agent Phone Number (0) 56 I.C.4. Agent Signature: Agent Name and Firm Name: 18 VIA MIZNER PALM BEACH, FL 33480 Official Use Only Pre -App Date: App Date: Com Date: Decision: Page 2 Application for Development Approval, Form ADA.32000 September 2004 Town of Gulf Stream a. Stormwater Drainage ON SITE c. Potable water CITY d. Irrigation Water cI ' ' e. Electricity FP&L f Telephone AT&T g. Gas NIA h. Cable Television COMCAST b. Sanitary Sewer SEPTIC PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? NORTH/SOUTH III.A.2. Is the project compatible with the intent of the zoning district ? xYes No Explain: COMPLIES WITH ALL DISTRICT CRITERIA III.A.3. Is the project consiste with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? ,with No CONSISTENT WITH CRITERIA OF THE Explain: FUTURE LAND USE MAP III.A.4. How are ingress and egress to the property to be provided? PRIVATE DRIVE WAY III.A.5. How are the following utilities being provided to the property? III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) PROPOSED STRUCTURE COMPLIES WITH CRITERIA OF ALL LEVELS & STANDARDS PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Yes X No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes X No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? xYes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes X No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the ect at variance with any regulations contained in the Zoning Code? Yes No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 September 2004 Page 3 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? N/A IV.B.2. Describe the need and justification for the disturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? N/A IV.C.2. When are the proposed structures to be constructed? 2022 - 2023 IV.C.3. What is the landmark status of the structures to be demolished? N/A D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: N/A REMOVAL/RELOCATION IV.D.2. Describe the need and justification for the removal/relocation: IS NECESSARY TO ELEVATE THE PROPERTY TO MEET FEMA REQUIREMENT IV.D.3. How is the removal from the project site of vegetation to be mitigated: NEW VEGETATION/LANDSCAPING WILL MEET OR EXCEED CODE BF.Q.UIREEMENT otected and reserved during IV.D.4. How are the and constriction actng and ivities es anated d thereafter?etative erials ANYto be MATERIAL DEEMED REUSABLE the land clearing and co FOR USE IN WILL BE TEMPORARILY RELOCATED OFFSITE AND RETURNED PROJECT YET TO BE DETERMINED IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 September 2004 20.0' INIIIUM SETBACK ENTRY MOTOR COURT SITE PLAN SERVICE DRIVEWAY ENTRY PATIO COVERED r ENTRY d 6.67 NAVD GATE u PROPOSED RESIDENCE F.F.E. 7.16' NAVD 179.00 128.58' MOTOR COURT L_ --J COVERED LOGGIA a 6.67 NAVD EFFECTIVE LOT UNE COVERED LOGGIA EL 6.67 NAVD PATIO MU WALL +6.0' T.O.W. DRIFTWOOD LANDING RD. 0 co 0 Ave f, e.rd w3,+ F 40, 14 OhtWood Landing Rd LOCATION MAP PROPERTY OWNER 14 DRIFTWOOD LANDING REVOCABLE TRUST PROPERTY ADDRESS 14 Driftwood Landing Gulf Stream, FL 33483 LEGAL DESCRIPTION DRIFTWOOD LANDING LOT 2 BUILDING BREAKDOWN 1). FIRST FLOOR A/C - 2). SECOND FLOOR A/C — 3). COVERED PORCHES - 4). GARAGE _ 3,789 SO.FT. 821 SO.FT. 848 SO.FT. 638 SO.FT. TOTAL - 6,094 SOFT. N.T.S. TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 29.648 ft2 Effective Lot Area 21,355 ft2 FAR Calculations EXISTING DEMO NEW NET n 1 Floor Living 3,206 ft2 3,206 ft2 Ceilings over 15' (double) 583 612 x 2 = 1,166 to 1,166 ft2 2vd Floor Living 821 H2 821 ft2 11 Floor Covered (porches, overhangs ) 2 1/2') 848 ft2 846 ft2 2"d Floor Covered 0 ft2 o H2 Awnings>3' and screen enc1. (®50%) 0 ft2 0 942 Garage 636 ft2 636 ft2 Gross Floor Area 6,094 ft2 6,094 ft2 Out Buildings 0 H2 0 ft. Total Floor Area Proposed 6,677 ft2 First 20,000 X .33 6,600 H2 Over 20,000 X .20 271 ft2 Total Allowable FAR Per Manual 6,871 ft2 Total Hardscape Area 4,136 ft2 Required Landscape Area (lot size z 40X) 8,542 ft2 Actual % Landscaped Open Space Area 565 BRIDGES MARSH k ASSOCIATES, INC, CHARTERED ARCHITELTS Eighteen Via Mizner Palm Beech, Florida 33480 Phone: (501) 032 1533 Far: (561) 892 1520 0 MICHAEL MARK MARSH AR9030 NSWMRRES.IDENCE& MRSFOR: . MARTIN BROWN 14 DRIFTWOOD IANDING GOLFSTREAY, FLORIDA SCHEMATIC SITE PLAN 6 22114 NOTE: ALL DRAW. MR CMS CT TORE REPO CONRAN IN EA.{ MOIL INIME INCLUDE. filoT WE NOT LAVED ARCIATECTKUL incancriz 0411EACTOR TO VERA, ALL MONO BEFORE CIRAIAENCRIO ORA,. TO 'ME ARCHITECT MOWER :erne° FOR AkaCR THE JOEL 0 s AS NOTED 2/28/21 671 1 a. Al SLOPE 2" 250'x22' FIRST FLOOR ARCHITECTURAL 16'-11' 17'x18'8" GUEST BEDRM 1 14'6"x13' LOGGIA r--� J GREAT' ROOM II FOYER I I 15 x8' COVERED ENTRY POOL 15'x36' BATH (2 MASTER BEDROOM MASTER 1Tx9' GUEST BEDRM 2 14.6"x13• 3'-4' MASTER BATH 16'x9'4" BRIDGES MARSH & ASSOCIATES, INC, CHARMED mums Eighteen Via Mizner Palm Beech. Florida 99480 Phone: (581) 832 1593 Pax: (561) 892 1520 CONSULTANT MICHAEL MARK MARSH AR9030 NEW R. RESID& MRSENCE FOR: M. MARTIN BROWN IA! 2 D&Pl1OOD IMWMG GOIFSTREdY, FLORIDA SCHEMATIC FLOOR PLANS 22114 NOTE: ALL tem.. rOR PRO.ECT ARE CONCIT.04° 111r10.1.1.12' OEM EISVATORS AND 011dERSONS REPCI1T TO TIE MCFITECT mamma DISCREPANOES, EMIRS OR CEN0111045 MIL FLIER NOT uxmeas�"ANY WM( ,oaROW!) TFE JCR. 0 5 w 1/4"=1'-0" 2/28/22 M.M 2 A2.1 2 ......'.__.PATIO____ BATH MO— 1 BEDROOM/OFFICE 12'10'x16' BEDROOM 12'10"x12' EL 10-6 Fl DNI \ I I EXERCISE 12'10"x16' / FAMILY ROOM BELOW COPPER CRICKET AND DRAINS 101 1Z KITCHEN BELOW SCHEMATIC SECOND FLOOR PLAN GUEST ROOM 1 BELOW I I I I I I I I I I I I \ I / \ / \ / T I GREAT ROOM BELOW 1 MASTER BE13R00M BELOW ATTIC MASTER BATH BELOW ATTIC .'WEST ROOM 2 BELO 1 1 1 1 AIR BRIDGES MARSH 0c ASSOCIATES, INC, CHARMED ABCB<SEC15 Eighteen Via Mizner Palm Beech. Florida 33480 Phone: (581) 832 1593 Far: (581) 832 1520 MICHAEL MARK MARSH AR9030 NET RESIDENCE FOR: MR. & MRS. MARTIN BROWN LOT 2 DR¢TT00D LOON GVIFSTR3A1(, FLORIDA. SCHEMATIC FLOOR PLANS 22114 N01E: ME MOT WIED MEMO, o�an. COOPACTIII TO wavr ALL ram. 0.01 ELEVATIONS MO M.SC. REMIT TO ME mamma MINED INSOMPAKIES, DAMS CO CC001104 110a Mt. AUER REVISIONS EMI 1/4"=1'-0' Lti 2/28/22 su � 7 LOPE JI SI C)PF 7 :1 SLO 2 E� OPE FOOT SLOPE N w <n ry PA11O BELOW 01 0 N Y... PER FOOT V SCHEMATIC ROOF PLAN 7 SL :1 •P J 111 SL OP E COPPER CRICKE- AND DRAINS BELOW 11 C 12 S LO PE 2 SL OP E 12 $LO PE 1 (f 2 11 :12 SLOPE CJ t 1a LOP E SLOP E 11 2 S LOP E 12 SLOPE 1 AIR BRIDGES MARSH k ASSOCIATES, INC, COMM IRCHITRTS Eighteen Via Mizner Palm Beech, Florida 33480 Phone: (581) 832 1593 Fax: (581) 892 1520 MICHAEL MARK MARSH AR9030 NSW RESIDENCE FOR. MR. & MRS. MARTIN BROWN WT 2 NORWO0D Lomo1F GOLFSTREAM, FLORIDA SCHEMATIC ROOF PLN 22114 NOTE: 3.15 'EtZ'Cr EACH OMER- THESE OiCLUDE OUT ME MOT tadTE0 111 APPITECTORA1. CCIVRACTER TO WPC( ALL COMING CHECK ELEVATORS NC INIONSICIIS REPOT! TO OIE MOVER EMOOCES DISCREPASCLES. OMENS 01 CONEITICHS OUT MU AUER COM AS NON003 BY DIESE ORA... ARCHITECT IS MOT MK... TOR My WORN NO/OR UATERULS Fume.. 1/4'=1'—O" 2/20/22 6v A3.1 2 :1 J�am�L.. +25'-2• NAw YLDP GP TIE SAM 1 2 *21—kor NAw PF7 L •� v YTO 41���EEII__P +6'-0• NAYS OF GARAGE SAB\ PAINTED STUCCO CABLE (DISTANT (FEY 00-68 B.M.) FLAT SATE TILE ROOF (SATE GREY) RAKED OUTLOOKER (SUPER WHITE B.M.) PAINTED STUCCO WALL FINISH (DISTANT GREY 00-68 B.M.) STONE STEPS ffiNEMEMENEMENEMENIF EMENEMEMEMPP— Iu■■u■uF _ ■■■■u■� it !■ NW ,■N■N■�■■■■■�■■■■■■■I FLAT SATE TILE ROOF (SLATE GREY) PAINTED STUCCO GABLE MOULDING (DISTANT GREY 0C-66 B.M) COPPER ROOF PAINTED STUCCO WALL FINISH (DISTANT GREY 0C-66 8.A.) PTO. STUCCO CASING, TYP (DISTANT GREY 00-68 8.M.) IMPACT RATED WINDOWS AND DOORS (CHARCOAL) WOOD BAY WITH STONE BASE sU +7'-2• NAw N. 151 FLOOR WEST ELEVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1I1 11 1 11 1 1 1 1_411 I l 1 1 i 1 1 I 1 i i 1 1Hl 1 I Ia�-, 0 6 SOUTH ELEVATION 1/4• -1' -0 - 1 01 PAINTED 5000 ER (IxsTANT GREY • .. . 1 IEEE ................................. mm........ ■■■...■..■■■■.■..■.......■.....-,.,-uIIIMM .ur .1MEMEEu••■f 7■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 MEMEMENEr MENEENEEr` I■E■■E■; MENEM. INEEIMMEMENEW \■■■■M■■■■■■■■■■I I MENE ■■NEB: 1■■■■■■■U■� IM■■■■■�■■■■■■■� - I■ENNE� I■■■■■I M■■M■_■_■_■■I I■■■■■■■■■■■ __ I■■■■■■■■■NEW di I■■■■■: I■■■■■I o■■■■ar—;' 7uM■■■■■ milli ---- ---- ■��� --Wa� ' ■■. ■■■■■■■■: // \ COPPER ROOF NENEmpin /�\ k U2 11■1 1 „ 1 1 ■■ 1 �ONI El ■■■■■■MINE■■■■■■■/ -\■■■■■■■■■■■P' I\■■■■■■■N �■■■■■■1 • ■■■■■�■E�W����■E■EM■■■■■■■■■■■■■■■■ --- 1■■■■■■■—■■■■■■■■■■■—■■■■■■■■■—■■■—■■■■■_ 1 1 1 1 STONE PARAPET AND ENTABLATURE SQUARE STONE PILAS STONE STEPS TYP PAINTED STUCCO GABLE (DISTANT GREY OC-66 B.M.) FLAT SLATE TILE ROOF (SLATE GREY) PAINTED STUCCO GABLE MOULDING (DISTANT GREY OC-68 B.N.) RAKED OLTROOKER (SUPER WHDE B.N.) St �11�� POFY +1-2• NNANOBEAN PAINTED STUCCO WALL FINISH (DISTANT (FEY OC-68 B.N.) PTO. STUCCO CASING, TYP. (DISTANT GREY 00-68 B.M.) IMPACT RAKED WINDOWS AND DOORS (CHARCOAL) W000 BAY TWIH STONE BAS_ 4FIN fi�t... +71ST FL -2• OOR NAw PAINTED STUCCO GABLE (DISTANT GREY 0C-08 B.M.) RAKED OUTLOCKER (SUPER WHITE B.M.) I 11 1 1 1 1 1 1 11 1 1 1 1 1 1 1 I I 1 1 E1�1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CAST ALUMINUM RAILING PAINTED STUCCO ENTABLATURE PAINTED STUCCO PIERS BRIDGES MARSH & ASSOCIATES, INC, CHARTERED ARCHITECTS Eighteen Via Mizner Palm Beech. Florida 39460 Phone: (581) 832 1533 Paz: (581) 832 1520 MICHAEL MARK MARSH AR9030 NEW RESIDENCE FOR: MR. & MRS. MARTIN BROWN ID' 2 DIDRINIOD fAN1 N GVIFSTREAIL FLORIDA EXTERIOR ELEVATIONS 5 22114 NOTE ALL CAIMIXAZ ADP MS M.O. AFC TO EC READ IN CONJAXCHOH MTH NE MOT LASTED TR APENTECrLaAl. ETNIAACTOP TO NWT AIL COSMIC 0.711.3 MC VICROJCALT PC. ELVATONS E01.90115 REMO ASV DISCREPANCIES.NE M ER EDP 1,23E WANKS AMMER IS MO/Ca arzaas PA f011 ANY KRA ao0 ON VC AM. AB NOTED a 2/28/22 mu I 1 /4•=1'-0• FIAT SLATE GREY) ROOF (SA (TRE TE Y) PAINTED STUCCO GABLE (DISTANT GREY 0C-68 B.M.) Y10P OF DEA .EL. +18•-9. NAVD M PAINTED STUCCO WALL FINISH (DISTANT GREY OC-68 B.M.) IMPACT RATED 1WNDOWS AND DOORS (CHARCOAL) 'PFIN ��.� . +7 151-2' NAW 11008 EAST ELEVATION CAST ALUMINUM RAILING PAINTED STUCCO ENTABLATURE PAINTED STUCCO PIERS FLAT SLATE TILE ROOF (SLATE GREY) RAKED CUTLOOKER — (SUPER WHITE 8.14.) PANTED STUCCO WALL FINISH (DISTANT GREY 0C-68 B.M. T ! I ITf�TT + 1 1 1 1 1 I I I 1 1 I I I 1 I 1 1 1 . 1 1 1 1 f l l l l l l l l l l l l l ' I ' I I I 11 1 1 1 1 1 1 1 1 II I I 1 1 I I I I I 1 1 I I I I I I I I I ! I I l L l . 1 1 1- ! . 1_ I I I I 1 1 I I I 1 1 1 1 . 1 T�. FLAT ROOF OVER CYPRESS JOISTS STUCCO DOOR UNTEL IMPACT RAZED SECTIONAL DOORS (CHARCOAL) L +6'-0' NAW 4708 OF GARAGE SLAB -Lkt LAJ CAST ALUMINUM RAILING PAINTED STUCCO ENTABLATURE PAINTED STUCCO PERS FLAT SLATE TILE ROOF (SLATE GREY) RAKED OUTLOOKER (SUPER %MITE B.M.) IMPACT RATED 1NDOW5 (CHARrOAI) gfl6. 2ND F1_�CS.!'t PAINTED STUCCO WALL FINISH (DISTANT GREY OC-68 8.M.) t�YYEEIL.. +s' —D' rues 47878 OF GARAGE SLAB FLAT SATE TILE ROOF (SATE GREY) PAINTED STUCCO GABLE MOULDING (DISTANT GREY 0C-68 BM.) AFL 4708 OF BEAM +18'-9' NAW COPPER ROOF PAINTED STUCCO WALL FINISH (DISTANT GREY 0C-68 8.11.) PTO. STUCCO CASING, TP. (DISTANT GREY 00-68 B.M.) IMPACT RATED WINDOWS AND DOORS (CHARCOAL) WOW BAY VAIN STONE BAS: 4FlN4SE1. . +151 7-2 NAWE ROD .63 AIR BRIDGES MARSH Sc ASSOCIATES, INC, CHARTERED ARCH fECIS Eighteen Via Mizner Palm Beech, Florida 99480 Phone: (581) 832 1593 Fax: (581) 892 1520 0 MICHAEL MARK MARSH AR9030 NE► RESIDENCE FOR: MR. Sc MRS. MARI1N BROWN LOT 2 DRIFTWOOD WI12NC GUIFSTREAN, FLORIDA EXTERIOR ELEVATIONS 10 22114 NOTE: 011161. 1146£ INCLIVE 17411. ANVER 1.19,114.5 r1/1.911:0 all 1K JIM. 5 AS NOTED 2/28/22 0 NORTH ELEVATION A4.2 2 SEAGRAPE ARENGA POEBELUNI 0481845 PALM EX. ROYAL PALM BOUGAINVILLEA COPPERLEAF— CHRISTMAS PALM - CRINUM 01.5 BOUGAINVILLEA TRAVELERS PALM CRINUM LIL COPPERLE EX. ROVA BOUGAINV:PLEA FIRCB5511----00P5L5 555 11. VE1+ Li,TAMIA CR155M. LILY - 511555 BUTTONWOOD CH.R'.STMAS CALMS OLEANDER NINC-IIA^ALE --__-RCJO CONGO -. . .. AWABUK: Y 5 JA HIBIISCUS }. . CT PINK 01 SANDER —RELOCATED PLANTS AREC.A PALM AWABUK; ----LS: IL PALM CIG-LICE VINE RI-IAPS PHOENIX RE515154 A -CRINUM 11115 M',XED PLANTING GANGES PRIMROSE 58455 [SAN NINIM5 CAR' IONA CARISSA'EMERALD BLANKET ---EY. POVAL PALM ---OLEANDER +>S, 01 4 8 r. - SCALE:1/8" • 16 FEET MARIO P. NIEVERA State of Florida Landscape Architect Registration No. 6666856 NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33480 P:561-659-2820 F:561-659-2113 NIEVERAWILLIAMS.COM MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 561-659-2820 R 561-659-2113 NIEVERAWILLIAMS.COM 0 1 4 8 16 FEET SCALE: 1/8'.1'-0' MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 WEST ELEVATION W U Z w w oc Z 0 cc m LOT 2 DRIFTWOOD LANDING, GULFSTREAM, FL NIEVERA WILLIAMS DESIGN 28 FEBRUARY 2022 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 561-659-2820 F:561-659-2113 NIEVERAWILLIAMS.COM ELi 0 1 4 8 16 FEET SCALE:1/8' -10 MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 NORTH ELEVATION W U Z w w oc Z 0 m LOT 2 DRIFTWOOD LANDING, GULFSTREAM, FL SCALE: 1/8' • t' -o' 28 FEBRUARY 2022 NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P:561-659-2520 F:561-659-2113 NIEVERAWILLIAMS.COM EL2 01 =8 16 FEET MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 EAST ELEVATION 28 FEBRUARY 2022 NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach. Florida 33401 P:561-65.9-2820 F:561-659-2113 NIEVERAWILLIAMS.COM EL3 SCALE 1/8' = l' -o" 01 4 8 16 FEET MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 SOUTH ELEVATION W V Z w 1 w Z 0 oc m LOT 2 DRIFTWOOD LANDING, GULFSTREAM, FL. SCALE, 1/8" • 1 28 FEBRUARY 2022 NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM EL4 SCALE VW' i -o' 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P:561-659-2820 F: 561-659-2113 (0 ROEBELLINI. o C' (u) 742111AX PALM, EX. POV4L PALM 0) BOUGAINVILLEA. GAL (3) 0OPPERLEAF, HT ) 040I0TM00 PALM. CT (2) CRINU(0 LIL3, a HT. 0) BOUGAINYIL,EA (3AL. ,) TRAVEL EPS P' L41, EX. ROYAL PALM (4) E2G'SAPE TY FORT, ARCH V1 TV (11 ARENGA 00 HT. NE PALM, CT. 13) DOMBEVA, (30) FIRE SPIKE, GAL. (6) 410150115, 1 GAL. 'LEXANDEP. PALM, 5-3'0-\V (0)00)0 CONGO. 3 GAL. (To) HIBISCUS. 3 GAL. f35\ HI3ISCUS. 3 GAL V.; BOLG4113:0LE4_ 12 HT_ ESP_ TO WALL (1) CRINL.N ILV, 4 HT. (1)HURRICANE PALM, 10 CT. TT) SCREA' PINE, 2 HT. (_) 3OUGAIN"ILLEA, 30AL (13) SILVER BUTTONWOOD. 4 HT., F.T.B. (5)01421510143040213, ,o CT. ( ) JACOBINIA 30-41 (28) GIANT ELEPHANT— EAR,1 GAL. (25) AL.. AMANDA, 3 GAL. (2) COPPERLEAF. HT —;U SIL\ER LATANIA PALM, .30) FIREBU54. 3 GAL. 23) 01400450. 3 GAL. ,6) 10E 0108 OLEANDER. GAL. ('S SELLOU M, (30; ROJOCONGO- GAL. 1 GAL (35) KINGS MANTLE_DRIFTWOOD LANDING RD. 3 GAL. (111 HI315CUS. —(n) SELLOU GAL 1 GAL 00.0000ED PLANTS (28) CLUSIA. 6'HT,FTB. (3) 0400CA PALM, 12514 0A HT (40) AW A ELKI, 4 HT. U2154300 2 M 10 HT. (2) CHALICE VINE(551 4 HT. ') ROUE:LLINT. CT (30) ROJO C GO. 3 GAL. (25) LICUAL4. a HT. SPECIMEN TREE. TBD (30) 20)0 CONE 3 GAL. (z) 3,0 (104 VINE. 4 HT., ESP. TO VAALL (301 PHILODENDRON 0(0003EJM, 1 GAL. (T5) ANTHURIUM, 3 GAL (40) TI PLANT. 3 GAL (9) ICE PINK OLEANDER, 1 GAL. (,) PHOENIX RECJNaT ,0-,i OA HT. (8) CRINUM LILY. a HT MIXED PLANTING: GANGES PRIMROSES GAL LIPIOPE 3 GAL WART FERN, 3 GAL MINIMA,' POTS V -93)-7-(414--r G' CARMONA 3 GAL N CARIS5A EMERALD BLANK ET'.3 GAL EX 4 LM ( ICE 2)140 IIJK OL ANDER, 1 GAL ^RI NUM LILY, 11 =8 16 FEET PT. MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 LANDSCAPE PLAN a V N 28 FEBRUARY 2022 N NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 561-659-2820 F:561-659-2113 NIEVERAWILLIAMS.COM LPi SCALE:1/8" = 1-0" TILLED AND LOOSENED NATIVE SOIL BACKFILL ROOTBALL FERTILIZER TABLETS 45 SPECIFIED PLACE UNIFORMLY AROUND ROOT PASS BETWEEN NIIDDLE & BOTTOM OF ROOT MASS PRUNE AND IIE FRONDS TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES EPEE OF SCARS. B'JRN MARK AND BOOTS 5 LAVERS OE BURLAP, a .15 WOODEN BATTENS. CONNECTED \V ITH a3/i STEEL BANDS. 2'44 WOOD BRACE (3 EA, PINT NAIL TO BATTENS .5 STAKES L) c 3 _1300DEr'STAKES li'LI+.N ING56E't'4ROUND 'MLL' 1.4 JER EXISTING UNDIST 71BED SOIL MIN.3 TIMES THE WIDTH OF THE ROOTBALL NOTE ALL PLANT TO 66 FLORIDA ',GRADE OR 2E11E2 PALM PLANTING DETAIL SPREAD MULCH3 FROM ST EMS 3 UL ARCH LAY ER opErNART DPLAN-INC SOIL 6661 6IZRP TABLETS 45 SPECIFIED. PLACE LNIFOPML5 AROUND ROOT MASS B=TV PEN MIDDLE & 80150.1 OF ROOT MASS EXISTING UNDISTURBED SOIL V3 TO 5 TIMES WIDTH OF ROOTBALL NOTE ALL MAT ERIA_ -O BE FLORIDA 0,08 B" -TIER SHRUB & GROL'NDCOVER PLANTING DETAIL NTS NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. N0 SCARRED OP BLACKENED TPUNKS. 13 O FINIS -1 GRADE ROOT BALL 11111= IJ11=1 IIIIll1T VIII- -11111 _ VIII- 1 =11111-11111111-11111 VIII RFC EIPC.A.AING OL.SHATHANLL BE - AFPROXB'LAR- DETER IT=11111 171➢=� ROO" BALL �14N ETER =1111 11111= 1111= HURRICANE CUT OP FUTL HEAD SEE SPECIFICATIONS BURLAP TO PROTECT TREE-- miNIMUM s LAVERS _ NON -SLIP METAL COLLARS (6) 2 X 4 WOODEN STRIPS OVER BURLAP 6' SOIL SAUCER TO HOLD WATER PLANT PALM TO 33560`'E GRADE 3' MULCH, REFER TO SPECIFICATIONS (3) AX 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS 1' X 0,3 STA KE NOTES, ;. ALL WOOD SHALL 5E SPRUCE CR PIN= NOT RP. ES5UPE TREATED. 2 CROSS TIES SHALL NO' CROSS OVER WOODY ROOTS. _3. REMOVE ALL STRING &/OP WIPE WRAPPED AROUND TRUNK 4. REMOVE ALL STRAPS, ROES WIRE.&IOR STRINGS USED TO LIFT THE ROOTBALL. 3. REMOVE ALL BURLAP 4/02. WIPE FROM T --TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET z' BELOW FINISH SURROUNDING FINISH GRADE. 2'62"34 STAKE 2'72'X4CPOSS ME06ER 2-25'"DRY WALL SCAEN'S TREE PLANTING DETAIL 1111=1 JIIII DATIVE SOIL B ILLOP LY SOIL AS REOUIR ED 6V7 SOIL ANALYSIS COMPACTED SOIL TO PRE,ENT SETTLING EXISTING SUBGR?DE NO1-S. STAKING S GUYING REQUIRED FOP PAIR'S . IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. ALL PLANT DO BE 606 DA .1 OR BETTER PALM TREE PLANTING AND STAKING DEIAIL NTS FERTI _ ZATION 5'r 2JBSAND TREES ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH 'AGRIFOPM' 20-15.5 PLANTING TABLETS AT TIME OF IIJSTALLA-10N AND PRIOR COh1PLETIO12 OF PIT 840 4 LLING TABLE1S SHALL 6E ALAC ED I.NIFO MLY AROUND THE ROOT MASS CFA DEPTH THAT I5 Bp W [EN TI.E MIDDLE .AND BOTTOM OF THE ROOT MASS. APPLICATION RATE, 1 GALLON CAN: -21 GRAM TABLET 3GALLON CAN: 2+ GRAM TABLETS S GALLON CAN: 3-r. GRAM TABLETS T GALLON CAN, 4- 2 GRAM TABLETS TREE5, 3-21 GRAM T48LET5 EACH //2.06 CAI /PER PALMS T • aI GRAM TABLETS 040214 COV EP AP EAS ALL GROUNDCOVER AREAS 541ALL PEG 6176 [/0 6/ZAI /ON OZMOCOTE' TIME RELEASE 1 ERTILIZER AS PEP MANUFACTJ DER5 SPECIF/CATIONS. 02 CROSS 61EMBE ROOTBALL TILLED AND LOOS='ED N4TI\ ESOIL B4CKHLL X2 X4' STAKE NOTE: ALL PLANT TO BE=LORID4 e GRADE 06135c -EP ALL 566285060356007 ER TO BE PLANTED ACCORDING TO PARTICULAR 66410SPECI S SEE PLANT LIST FOR /00J SPACING. 18' MIN. SETBACK FUR SHRUBS &GROUNDCOV ERS BACK OF CURB/ NOTE. BED I_I56 4_L PLANT OBE FLORIDA •1 OP BETTER OPLANT SPACING DETAIL NTS BURLAP10 PROTECTTREE- MINI0LM 5 LAVERS 2 NON -SLIP METAL COLLARS (6) 2 74 WOODEN STRIPS OVER BURLAP TREE BRACE W PAR ROOTS /6/ COMMERCIAL GRADE 576156 8 R44 BACKFILL). %PEAT & NOTE: SD Dw QUALITY FILL SAND 1. ALLOW 4-6 W ELK5 BEFORE MOPING TREES z. PROVIDE DRIP IRRIGATION. 3. ALL PLANT MATERI41 TO BE FLORIDA vl GRADE OR BETTER TREE ROOT PRUNING DETAIL M J LC4 s` =ROM TRUNK NULCH 3 DEPT.! TILLED AND LOOSENED NATIVE SOIL BACKFILL 8NDISTU PBED SOIL A Rost R60 e[acE UNIFORMLY 4ROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF 4007 M455. ^-^/X4' STAKE W/ LONG TAPER MIN -ER INTO UNDISTURBED SOIL SOD NOTES. ROUE. GRADE PRO8ID=J 06 CONTPAC TOR 4-S" BELO'A/ GP4DE 2. RAKE AND REMOVE ALL CONSTRJCT/ON DEBR15 3 DROP TO LAYING SOD ADD 8062 HORTANA AND 20% 044451AI, PEAT 2' MIN. q. 6=TER LAVING SOD APPLY 5=CE55ARV PESTICIDES AND FUNGICIDES. S. IRRIGATE REGULARLY, RS,ER TO IRRIGATION DP,, IIJGS - SOD SPECIES TO BE DETER 1INED) -807.140210NA 20'q CANADIAN PEAT s' MIN/MUI1I DEPTH TOP SOIL 7111'-r 11-11-1711 TAFI oil�rTlr 11r� ll air Irrllr Tr=if144.13f ITT- 1117, R�l=?r=- r ir--Trn SOD PLANTING DETAIL PALM SPECIFICATION DETAIL N IS Landscape Material Schedule ITEM NO. COMMON NAME BOTANICAL NAME QUANTITY NATIVE SPECIFICATION TREES 1 Screw Pine Pandanustoctorius 1 10.12'211. 2 Seagrape Tree Coccoloba oviferi. 2 ✓ 15x15 To Form Archway PALMS 3 Alexander Palm Phchosperne elegane 2 5',8•GW 4 Alexander Palm Ptychosperma elegans 3 8,10' CT 5 Araw Odor Dypsisiute.cens 3 10-1(08 HT. 6 ArengsPalm Avenge pinnate 1 6'04211. 7 Bismarck Palm ei.madd. nobilis 1 8•CT. 8 Chinese Fan Palm Liodon. chinensis 1 434 9 Christmas Palm Adana. menillii 5 10. CT 10 Date Palm Phoenix redinala 1 10512'08 HT. 11 Fishtail Palm C.ryole arms 3 15' HT. Ix Humane Palm Diclyosperma album 1 8' CT. 13 Hurricane Palm Diclyoywrma album 1 xi CT. 14 L/cuak Palm Licuelagrandis 29 4 HT. 15 Silver Lalania Patin Latania loddga:1 1 4x1 16 Rh.pia Palm Rhapa excels. 13 4'31T. 17 Roebelenii Palm Phoenix roebelenii 1 6'CT 18 Roab.lenii Palm Phoenix roebelene 1 e'-to'CT 19 Thant. Palm Thrinax radiate 2 ✓ 4624' 20 Tr..ekrs Palm Ra an.la m.daavlenv. 1 15 HT. HEDGE/SHRUB 21 Aw.buki Viburnum odiraUsaimom 52 4 210. 22 Copperkaf 4olyph. rhomboid.. 3 4'HT. 23 Copperk.f Aalypha rhomboidea x 5' HT. 24 Crimson Lily Crimson asuliwm 12 4' HT. 25 Bombay* Dombey. wallidli 3 414• 26 Gardenia Gardeniajasminoides 2 4624' 27 Small Led Clean God. guidon, 28 28 Silver Buttonwood Conocarpus erectus'Serceua 13 ✓ 4'HT. F.T.B. 29 Natty Jasmine Tabernaomonl.na divariwb 30 3 Gal. VINES/G ROUNDCOVE RS 30 Allanand. Allamands cathartics 75 3G.L S Anthurium Anthurium andr.eenum 15 3GEL 32 Bougainvillea Boupinvilka sop 15 3Gal 33 Bougainvillea Bougainvillea app 36 7Gal. 34 Bougainvillea Bougainvillaeap, 4 12'14T. Esp. To Wall 35 011,11=1/hie Solandra maxima 4 8' HT, Esp. To Wall 36 Coonee Zamialntegrifolia 15 ✓ 3Gal. 37 Dwarf Elephant Far 46o.21. raw.. 105 3 Gal. 33 Firebosh Hameln. patens 55 ✓ 3 Gal 39 Firespike Odonlonem. cuspid.tum 50 3G.1 40 Giant Elephant En Alocesia macronhuos 26 7G.L 41 Hibiuw Hibiscus.pp 45 3Gal. 42 Hibiscus Hibiscus app. 23 7 Gal. 43 ice Pink Oleander Nurium oleander 'Ice Pink 46 7 GaL 44 Jco6inie Jeannie cornea 25 3Gal 45 Kings Mantle Thunbergie erect* 35 3Gal 46 Philodendron Giganteum Philodendron Gigsnteum 16 7GeL 47 Rojo Congo Philodendron Latin 'Congo Rojo 120 3Gel. 48 Stillman Philodendron bipinna6fidum 36 7GeL. 49 Ti Plant Cordyline trucker.. 40 3Gal 50D 5o Diamond Zoysia Sod Zoyskjaponiw Said sod a eo/2o base soil mix. roll top - dres.atgjninta,qty t ivby contractor MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 W V (,) 7 Q Z - a Z L Q a O m coW LOT 2 DRIFTWOOD LANDING, GULFSTREAF1, FL. 28 FEBRUARY 2022 NIEVERA WILLIAMS DESIGN 625 North Flagler Drive Suite 502 West Palm Beach, Florida 33401 P: 567-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM LP2 STORMWATER RETENTION CALCULATIONS A. SITE INFORMATION Total Property Area = 29.648 sq 0. Proposed Drainage Area (excludes roadway easements) - 21.871 sq.ft. Drainage Area Impervious Surface (proposed residence. driveway. pool. deck. walkways) - 10.053 sq.ft. Drainage Arca Pervious Surface - 11.818 sg8. 13. ESTIMATED STORMWATER RETENTION VOLUME The retention volume is estimated using the Rational Method (Q=CiA) where: C = 10 (impervious surface) C - 0.2 (pervious surface) , = 1 in'hr Impervious Surface Runoff Volume: 10 x 1 inmr x 10,053 sq.0. s I ft.!12 in. - 838 own. Pervious Runoff Volume. 0 2 x 1 ilhr x 11.818 sq.ft. x 111 12 in. - 197 cu.ft. Total Volume to he Retained = 1.035 cu.tt.. C. PROPOSED EXTILTRATION TRENCH SIZING L Total Length of Trench Provided - 75 ft W Trench Width = 10 ft K Hydraulic Conductivity 000(X15 cfs1sq.6."ft. of head H2 Depth le Water Table 2.50 ft DU Un-Saturated Trench Depth 150 ft DS Saturated Trench Depth 1.00 ft V Volume Treated = 1,047 0u.0. Notes: 1) Exfiltration trenches and storm piping to be protected from roots with a root barrier. 2) Roof drain downspouts are to be connected to the proposed drainage system. Contractor to provide engineer with downspout locations prior to installation of drainage system. 3) Exfiltration trench design uses an assumed value of hydraulic conductivity. Client may obtain a site specific test for hydraulic conductivity prior to exfiltration trench installation. 4) Contractor is responsible for installing and maintaining erosion control measures during construction. 5) Video inspection of storm drainage system required prior to installation of sod. EX. CATCH BASIN GRATE EL. = 2.20 z O 6 MIN. 5" 88DE IRAMC EARING TRENCH DRAIN GRATE EL = 4.00 8' HDPE INV. EL = 1.50 24" NYLDPL DRAIN BASIN 5811 BAFFLE + SOLID U6 EL. - 4.7519 PROPOSED RETAINING WALL (DESIGN BY OTHERS) PROPOSED TRENCH SYSTEM UNOBSTRUCTED AREA REQUIRED = 475 SafiUNOBSTRUCTED AREA PROVIDED'' 986 SQ.FT. D101401ELD AREA REQUIRED = 650 SO.FT. + SOIL BORING LOCATION ELEV = 3.0 NAND PROPOSED RETAINING ALL (DESIGN BY 0TH RS) 4C EASEMENT (PRIVATE) + 35' 5" ON / VD APPROX. LOCA7ON DF EX. SEPTIC SYSTEM Proposed 00 . Walkway AREA DRAIN GRATE EL = 6.00 I 1 EX. 1 BA 2T I GRATE EL. = 2. 5 -k— TO' 7" — \ '\ MIN. 1,350 GAL •\ . CATEGORY 3 SEPTIC \ TANK (SEE NOTE 4) o, • \ • \: \ \ \. 0 \ \\, L_ \___ \ — 6.00 \ EX. BACKFLOW _ PREVENTER ,_•_ HYDRANT � PROPOSED PVC SCH. 40 WATER SERVICE EX. WATER METER EX. RISER BOX EX. TP (TO BE RELOCATED) AREA DRAIN GRATE EL = 5.00 AREA DRAIN GRATE EL_ 5.00 AREA DRAIN GRATE EL. = 6.00 + SIUVTY SEWER AT _— MIN. 1/8"/FT_SLOPE NO WELLS OR 506E60E061ER WITHIN 75" OF PROPERTY LINE 128.58' 10'W X 2.5'0 X 75'L EX0LIRARON TRENCH WITH 12" PERE. ADS N-12 PIPE TOP OF TRENCH EL = 3.00 PIPE INV. EL. = 1.00 Proposed Motor Court SOIL BORING LOCA ELEV.= 3.08 AREA DRAIN GRATE EL = 5.92. rop e Two Story Residence Mm. . ley. = 7.00 NAVD Propose Loggia DECK DRAIN WITH MIN. 2" VERT. OUTLETS (Tr.) GRATE EL = 6.00 Proposed Deck PROPOSED RETAINING WALL (DESIGN BY OTHERS) HOPE IN = 3.50 MIN. 2" POOL OVERFLOW (BY OTHERS) Proposed Pool 8" HOPE INV. EL. = 3.50 8" HDPE INV. EL = 3.50 1 9 VPROPOSED SITE WALL (DESIGN BY OTHERS) AREA DRAIN AREA DRAIN GRATE EL. = 6.00 GRATE EL = 6.00 Driftwood Landing NO WELLS, SEPTC SYSTEMS OR SURFACEWATER WITHIN 75' OF PROPERTY LINE + 24" NYLOPLAST DRAIN BASIN WITH BAFFLE CRATE EL. = 4.67 EX. UTILITY BOX Proposed Walkway L 1 I I I I \i APPROX. LGCA➢0N OF EX. SEPTIC SYSTEM AREA DRAIN' GRATE EL. = 6.00 AREA DRAIN CRATE EL = 6100 I L_._J PROPOSED SITE WALL (DESIGN BY OTHERS) 48 HOURS BEFORE DIGGING CALL I-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Contrmtnnaresponuble NI me Icemen ofetizong wakes rnor lo Legend + EXISTING ELEVATION PER O'BRIEN, SUITER & O'BRIEN (NAVD-88) p/ o� PROPOSED ELEVATION (NAND -BB) - -zaD- — PROPOSED ELEVATION CONTOUR (NAND -88) FLOW DIRECTION EXFILTRATION TRENCH IS AREA DRAIN 24" NYLOPLAST DRAIN BASIN WITH BAFFLE 5 10 20 N Scale: 1" = 10' Chad M. Gruber 8 z a 11 Site Grading & Drainage Plan For: Proposed Residence Gulfstream, Florida 14 Driftwood Landing FL P.E. No. 57466 Sheet No. C-1 Plan Background from Hardscape Plan by Nievera Williams Design Received 2/24/22 © 2022 Gruber Consulting Engineers, Inc. General Notes & Specifications: 1) The contractor shall check all drawings furnished immediately upon their receipt and shall promptly notify the engineer in writing of ao discrepancies. Anything shown on the drawings and not mentioned in the specifications or mentioned in the specifications and not shown on the drawings, shall be of like effect as if shown or mentioned in bosh. 2) Figure marked on drawings shall, in general, be followed in preference to scale measuaements. Large stole drawings shall in general. govem small scale drawings. The contractor shall compare all drawings and venf o the figures before laying out the work and will be responsible for any errors which might have boon avoided thereby. When dimensions on the drawings are off tad by the type of equipment selected. the contractor shall adjnsl such dimensions as conditions may require. 3) If the contractor. in the course of the work. finds any discrepancy between the drawings and the physical conditions of the localilo, or in the drawings or in the layout as given by points anor instructions. or discovers unforeseen tmdergmund or above ground conditions or any other unexprectd conditions requiring additional work by the contractor, 0 shall be his duty to immediately inform the engineer, in writing, and the engineer shall promptly check the accuracy of the information. Any work done after such discovery- until any necessary changes are authonz d. will be done at the contractors risk. 4) If any part of the contractor's work depends, for proper execution or results. upon the work plan), other contractor, the contractor shall inspect and measure work already in place and shall at once moon t0 the engineer am- discrepancies between the executed work and the drawings. 5) The engineer or his authonzed represents rr : shall have free access to the work of the contractor at any time for the purpose of inspection. The contractor shall famish the facilities to determine, as best as can reasonably be done. the nature and gwalih of the work performed. Such assistance of the contractor shall, if nooessary, include the uncovering. testing or removal of portions of the finished work. 61 All debns shall be removed from the area and legally disposed. Debns may be burned upon obtaining proper burning permit but am unburned remains are to be disposed of as directed by the owner or his representatives. 7) The contractor shall he responsible for protecting all buildings, structures. and utilities that are underground. above ground. or on the surface against construction operations that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The contractor shall. by repair or replacement. retum t0 equal or bener condition all pavement. sidewalk. lawns. utilities and other items damaged try this construction activity. 8) Thc contractor shall be responsible for oMaining all required tests and shall submit reports by an independent testing laboratory approved by the engineer. Should any lest fail to meet specification as shown herein. the contractor shall. at his expense. correct all deficient work and submit laboratory test results showing compliance with these specifications. 9) All work shall be performed in a workman like manner and shall conform with all applicable City, County. State and Federal regulations and/or Codes. The contractor shall obtain all permits and licenses required to begin work. 10) The contractor shall visually examine the construction site 10 determine the amount of clearing and existing facilities to be replaced, removed and/or relocated which may be required in order to complete the work. 11) The contractor shall give the engineer 48 hours notice prior to requesting required inspections and shall supply all equipment necessary to properly test and inspect the completed work. 12) The contractor shall guarantee all work and materials fora period of one year from the date of project acceptance, dunng which all faulty construction and/or materials shall be corrected at the contractors expense 13) All work shall be accomplished in a safe and workmanlike manner. The contractor shall comply with all applicable laws and regulations of any public and/or private body having jurisdiction for the safety of persons or property or to protect them from damage. injury or loss and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Local agencies and their employees and agents are specifically indemnified and held harmless from any actions of the contractor relating to the safety procedures implemented during construction and from any claims brought by m persons regarding safety. personal injury or property damage. 14) Minimum Construction Inspection Checkpoints- 1) Prior to any major deviation from the approved plans 2) Prior to backfilling of m trenches containing hydraulic conduits so that jointing may be mutually approved 3) Upon completion of subgrade compacting 4) At the time of delivery of base material 5) Llpon completion of the base and prior to priming 6) Immediately prior to and upon the first and second applications of the plant mixed wearing course 7) Upon completion of construction, a final inspection will be made with project representative 15) All unsuitable matenat such as muck, marl and debris shall be moved from the limits of conslnlction and legally disposed. Al the engineer's direction. muck may be stockpiled on the site at designated locations for use in landscaping. 16) All material and equipment to be furnished and/or installed by the contractor for this project shall be guaranteed fora peed of one year from the dale of -final acceptance thereof. against defective atenat s, design and workmanship. Upon receipt of notice from the owner of failure of any pan of the guaranteed equipment or materials dunng the guarantee pe0od. the affected part, pans or malenals shall be replaced promptly with new pans or materials by the contractor at no expense to the owner. In the event the contractor fails to make the necessary replacement or repairs within seven (7) days alter notification by the owner, the owner may accomplish the work at the expense of the contractor. 17) The contractor shall complete "as -built" information relative 0 pipe lengths, materials and any deviation from plans and provide a copy of such to the owner and engineer for final acceptance of the contractors work. MIN. COVER TO RIOD PAVEMENT, H SPRINGUNE 4' FOR 12'-24' PIPE 6' FOR 30'-60' PIPE NOTES: FINAL BACKFILL MIN. COVER TO FLEXIBLE PAVEMENT, H INITIAL BACKFILL HAUNCH BEDDING SUITABLE SUBGRADE 11 ALL PIPE MIDAS SHALL BE INSTALLED IN ACCORDANCE W1H ASIM 02121, 'STANDARD 64001106 FOR UNDERGROUND INSTALLATION OF IERMOPLAStC PIPE FOR SEWERS AND OTHER GRA01Y FLOW APPOCATIONS, LA1E51 AWI1ION 2) MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REOINED 0) SUITABLE 91RIRAf0 WHERE THE TRENCH BOTTOM 15 UNSTABLE. THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REWIRED BY THE ENGINEER AND REPLACE MRE SUITABLE MATERIAL AS SPECIFIED BY THE 04GmEse. r5 M ALTERNA0VE AND 07 ME DISCRETION Cf THE DESCH ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A CEDIEXTIIE MATERIAL 4) ODOCUNEN1011 111IONANFOR MA1EMAL SHALL 166000ATION�TO ENGINEER. UNLESS OI. II CR THE M10m)E 001EDALI ROADE BR 140 ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4 FOR 4'-24' PIPE; 6' FOR 30'-60' PIPE 1) RURAL BACKED, SUITABLE MATERIAL SHALL 8E CLASS I, 11 DR 111 IN THE PIPE ZONE EXTENDING NOT LESS MM 6' ABOVE CROWN OF PIPE THE CONTRACTOR STALL PROWOE DOCUME 1)5ON FOR MATERIAL SPE0F)CAOCN TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REWIRED IN A5111 02121, LATEST EDITOR, 0) MINIMUM DIVER MINIMUM COVER, H IN 00N-1RAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS)IS 12' FROM ME TOP OF PIPE TO GROUND SURFACE ADDI110NAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 18' UP TO 48' DIAMETER PIPE AND 24' OF COVER FOR 54'-60' DIAMETER PIPE. MEASURED FROM TOP OF PPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. TRENCH AND BACKFILL DETAIL N.T.S. GRADE VARIES 24" NYLOPLAST DRAIN BASIN CLEAN -OUT RECOMMENDED PREFABRICATED BAFFLE 24' DIAMETER (rfP) INLET GRATE OR SOLID UD VENT RECOMMENDED NOTE: INLET TO HAVE MIN. 24" SUMP AND MIN. 18" CLEARANCE BETWEEN BOTTOM OF BAFFLE AND BOTTOM OF INLET ELEV. 3,00 12' DIA. PERFORATED PIPE ELEV. 1.00 N0, 4 CLEAN, WASHED ROCK 10' 1 EXFILTRATION TRENCH DETAIL N.T.S. EXFlLTRAT10N TRENCH LENGTH = 75' NOTES: 1. TYPE 57 ROCK IS NOT ACCEPTABLE FOR USE IN EXFILTRATION TRENCH 2. ALL FILTER FABRIC SEAMS TO HAVE MIN. 12' OVERLAP COARSE ROCK WRAPPED IN MIRAFl 140 NL FILTER FABRIC OR APPROVED EQUAL 2411 DUCTILE IRON GRATE 57492002 APPROX. DRAIN AREA = 19462 SOIN. APPROX. WEIGHT WITH FRAME = 124.00 LBS. STANDARD GRATE HAS H-25 HEAVY DUTY RAZING SOLID COVER HAS H-25 HEAVY DUTY RA71NG PEDESTRIAN GRATE HAS 0-10 MEDIUM DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO AS1M A536 GRADE 70-50-05 MATERIAL DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME et GRATE/COVER ID' TART iRDN GRATE ��.I 1115 II f CO 'Do L STANDARD (N-20) RATED DRAIN AREA 621 SW NCH IINGEDD GRATE COVER FOR EASY ACCESS PFDESIPoAN (H -H0) RATER 089400(4 • s1.0 S0. INOI 640: SWD GRAZE In DLc ICE IRON GRATE 1�1 STANDARD DRAIN AREA - 211 SO INCH SOLID DOMED NA., CAST RCN WNLIT: MATERIAL SHALL PoNFORN TO AS111 A48 - CUSS 104 PAINT: CASTINGS . FURNISHED WIN A BLACK PAINT TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NOS, OR APPROVED EOUAL AREA DRAIN DETAIL N.T.S. AIDE "RAPPED .XYNIS AND NAD1 m SE WM. a1HVEM ALXl OR APPROVED EDIIu RISER WINE DIRECT RISER INLET IN SYSTEM 48 HOURS BEFORE DIGGING CALL 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. m a rm SURFACE CONIIARNG PER RFSPFC005 DMA PINH RE4NA.% OF RFD RSER MET ALL PEP AND PVC PIPING SHALL RONDE A NANNINCS FRIG -110A FACTOR D O.NZ DR ass. (0<0.0.) PIPE 91E MV MATERIAL P PLAN SHEET IATWT Six PEP PIPING, WHERE SPECKED, SHALL BE BY ADS OR AN APPROVED EOUNAUNI. ALL FlTTINLS/CCUPUNGS SHALL SE 'PRO LINK THY gt'SORES SS' NOTE PVC A-2000, SGR 35 OR 900 PVC MM d0NG BELL AND SRIGOT .100'15 ARE AMU,. EONVAI£NT MIENS 90 BEND DIRECT RISER INLET: TYPICAL INSTALLATION N.T.S. 49 13 z` 01 Drainage Specifications and Details For: Gulfstream, Florida 14 Driftwood Landing Revisions 2 4 7 9 10 Chad M. Gruber FL P.F. No. 57466 Sheet No. C-2 © 2022 Gruber Consulting Engineers, Inc. LOT 12 / 7 20.00' PAYED 0 202 SQ +282 +275 F +282 :0111 77 +377 40. PA 12" TIES +30 2 24 5E 24' 0808 +2.8 +28 B' nil' 40 PALM 30"PALM Ql51m 24' 114010 0EE 24" 775E 24" a16150 35 TREE PALA6 IT TREE rz 202RAFE 30' PALM 30" SEA<2LME +27 3O' PALM LOT 1 128.58' 8,0165-a4 PN.V CLISTIRS ALOE 7ROE0T7 215 +29 30' PALM 24" 0EE 307-417 PALM 24' MEE 30'-40 PALM 30" TREE 0 2460 LAW E' TREE 8'PNM B PALM +29 B PALM 50'-8'0' PALM 4' -ACRAPE 240100 17"TREE RAIROAQ>E,. ro LOCATED) 74' TEE TY TEE 8' PALM 29 Pax many RACE +28 2' 0 ME ACT PALM +30 P 6 PALM 0.16150 P. 6 PALM 48" 115E 6 PRE 036150 P2M 50-60' PALM 24NAT +.y5 P 36" PAW 216TOR 5 LOT 3 08 ACE FaCE nor LOCATED) us DN41FTW000 LAt 1 YM - 40. EA4?IXT (PVVA7E) - LOT 8 3E6 +2:7 179.00' PAVED L 0 T 7 321 07 07 206 +32 +302 LEGEND: e = CENIE RUE WM = WATER At /LR F,H = FIRE HYDRANT BFP. = BACK FLOW PRE/ENTER LIB = UTLITY BOX +247 = ELEVA7KYN BASED ON NORTH AAtR'CAN VERTICAL DATUM 1986 SOURCE 1-0E7 CPS NETWD8C" PLOO7 ZONE AE (EL 6) COMANT Y PAAEL NCI 125179 MAP NO.: 72099C098F 010:7077VE DATE OCTOBER A 2017 NOTE ALL EO ADARY LPE5 AAD AMSL.AR DINSVOOS ARE HAT AND SURVEY LELESS STATED 07FERLN5E ALL DIMENSIONS SPAWN iE7EQV APE BASED ON 775 STAAOARD US FOOT. THS SURVEY HAS ACY-EVED A MAME LEVEL OF CE05LRE CF 1 FOOT 6N *000 Nat / AS REWIRED FDR CCN4AtRCTAL/HGH ROC 9809ERTY CYOST.RE WAS ACFEVED BASED 09 A REIXWA/ACY OF A£A9.I 7, 7973 FOR VER77CAL, HORIZONTAL AND AACT.LAR (5067151915 NO SCBSIEFACE SEARCH WAS MADE FOR UTILITIES OR CI LAD FIX)/t/ts DESCRP710At LOT 2 DRIFTWOOD LANDNC, ACCOROAO TO 77E HAT THEREOF, AS RECLM.50 N FLAT BOAC 30, PAGES 231 AND 232 OF 7FE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA MAP OF AS —BUILT SURVEY SITE ADDRESS DRIFTWOOD LARDING GU_F STREAK( FLORIDA 33483 PARCEL ID. NO.: 20-43-46-09-43-000-0020 /HEREBY COMFY MATINS 517751 WAS RUDE VEER YY 753[71785 ("WOE AM 106717 770 STANDARDS OF PRACTICE AS SET FOUR 81 /7E Flamm BOARD OF PROES9OUL MAMMAS AAO MAPPERS N CHAPTER 5J-10. FLORIDA 24 57RATIVE COCA PLRSUAAT TO SECTION 472027, FZO'✓DA STATUTES. PAUL D. ENGLE lrc SMATEP APO SURVEYOR & MAPPER #5708 tarORDINALRi®SEAL OF A FLORIDA LICENSED 9RYEYDT 11121 IMMO! ENGLE LAND SURVEYING LLC LAND SURVEYORS CERTIFICATE OF AUTHORIZATION iFLB8447 SURVEYOR AND MAPPER M RESPONSIBLE : PAUL 0 ENGLE 955 N.W. 17TH AVENUE SUITE K-1 DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DOE Of SUM, FE98JARY 24, 2022 RED 900(0 RAGE A8 0320 67 F=17 20-4847