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Home My Public Portal About07 26 18 Agenda with back-upCHAIRMAN: VICE CHAIRMAN: BOARD MEMBER: ALTERNATE MEMBER: Thomas Smith Malcolm Murphy Robert Dockerty S. Curtiss Roach Jorgette Smith Amanda Jones Caroline Delafield REGULAR MEETING AND PUBLIC REVIEW AND PLANNING BOARD THURSDAY, JULY 26, 2018 AT COMMISSION CHAMBERS OF THE FLORIDA. I. Call to Order. II. Roll Call. July 19, 2018 HEARING BEING HELD BY THE ARCHITECTURAL OF THE TOWN OF GULF STREAM, FLORIDA ON 8:30 A.M.,IN THE WILLIAM F. KOCH, JR. TOWN HALL, 100 SEA ROAD, GULF STREAM, AGENDA III. Minutes of the Regular Meeting and Public Hearing of 6-28-18. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. No August Meeting b. September 27, 2018 at 8:30 A.M. c. October 25, 2018 at 8:30 A.M. d. November to be determined. e. December 27, 2018 VI. PUBLIC HEARING. A. Declaration of Ex -Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by Seaside Builders, LLC, as Agent for William Souder the owner of property located at 520 Middle Road, Gulf Stream, Florida, which is legally described as Plat of Gulf Stream Cove Lot 19 and Lot 20 less tract described in metes and Bounds in OR1062 P302. a. LEVEL II ARCHITECTURAL SITE PLAN REVIEW to permit the addition of 1,165 sq. ft. to the existing Georgian style single story, single family dwelling and addition of a spa in the existing swimming pool. 2. An application submitted by Rustem Kupi, Architect, as agent for Michael Cannizzaro, owner of property located at 3112 Gulf Stream Road, Gulf Stream, Florida 33483, legally described as Lot 20, Gulf Stream Properties. a. DEMOLITION PERMIT to demolish existing buildings. b. LAND CLEARING PERMIT to clear lot to prepare for construction. c. SPECIAL EXCEPTION to permit 162 sq. ft. over maximum permitted FAR. d. LEVEL III ARCHITECTURAL/SITE PLAN REVIEW to permit construction of 4,639 sq. ft. two-story, single family Bermuda/British Colonial architectural style home with attached garage, pool and pool cabana. AGENDA CONTINUED 3. An application submitted by Dave Bodker Landscape Architecture/Planning, Inc. as agent for Douglas Bowring, owner of property located at 998 Pelican Lane, Gulf Stream, Florida 33483, legally described as the north 79.40 ft. of the east 133 ft. of Lot 25, Model Land Company's Subdivision in Sec. 9, Township 46 South, Range 43 East. a. LEVEL II ARCHITECTURAL SITE PLAN REVIEW to permit installation of a pool, hardscape and all new landscaping with fencing on the property. D. Items Related to Previous Approvals. 1. An application submitted by Fredy Polania, Randall Stofft Architects, as agent for Scott & Beata Galloway, owners of property located at 1535 N. Ocean Blvd., Gulf Stream, Florida 33483, legally described as a Portion of the N. 100' of the S. 168' of Govt. Lot 1 of Section 10, Township 46 South, Range 43 East, Palm Beach County, Florida lying east of the easterly right-of-way line of Ocean Blvd. a. A REVISION OF A LEVEL II ARCHITECTURAL/SITE PLAN to permit the previously approved enclosed stairway to access the new second story addition over the garage to be changed to an open, unenclosed stairway on the south side of the garage. VII. Items by Staff. VIII. Items by Board Members. IX. Public. X. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, JUNE 28, 2018 AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order. Vice Chairman Smith called the meeting to order at 8:30 A.M. II. Roll Call. Present and Participating: Also Present & Participating: Absent W/Notice: III. Minutes of the R Mr. Dockerty Move t the motion was seconded by IV. Additions wa There w Ono cha e V. Announceme A .,,fit i ng es Thomas Smith Robert Dockerty Malcolm Murphy Curtiss Roac Jorgette S Gregory D am John Ra ph Rita Ta o Amanda Jone Edward Nazzar SeA Oct Nov Dec ViN attend the July me Roach advised they be available. e Chairman Bolrd Member Board Member andMember B d Member Tow anager Town torney Town C Alterna ember Staff Orr ting andlic Hearing of 4-25-18. hkve these m utes as circulated and with al �Aa AYE. ug Meeting embe7 2018 at 8:30 A.M. er 25, 18 at 8:30 A.M. er e determined. m r 27, 2018 .i an Smith asked how many would be available to n addition to himself. Mr. Murphy and Mr. d be attending and the others said they would not -v! agenda. nearing A.M. t of agenda items. VI. Reorganization. A. Election of a Chairman Mr. Dockerty nominated Thomas Smith to be Chairman and Mr. Roach seconded the nomination with all voting AYE. B. Election of a Vice -Chairman Mr. Smith nominated Mr. Murphy to serve as Vice Chairman. Mr. Dockerty seconded the motion and all voted AYE at roll call. VII. PUBLIC HEARING. A. Declaration of Ex -Parte Communication. Minutes of ARPB Regular Meeting & Public Hearing Held June 28, 2018 at 8:30 A.M. There was no ex -parte communication declared. B. Administer Oath The Town Clerk administered the Oath to David Frank, Gary Eliopoulos, Michael Donoghue, Fredy Polanaia and Stephanie Portus. C. Applications for Development Approval 1. An application submitted by David Frank, as Agent for Richard and Colleen Paul-Hus, owners of property located at 3500 N. Ocean Blvd., Gulf Stream Florida, which is legally described in metes and ds in Gulf Stream Properties #2. Mr. Frank explained that th tin edestrian gate in the existing wall would be moved and the f place would be installed where the gate is currently ca d. H aid the fireplace will be of a Bermuda design and adde t t top of the columns in the wall will be rounded to match t des n the of the fireplace. Mr. Frank added that e will be a small a)te st nt to the existing landscape material to omm to these imnts. Mr. Frank called attention to a small set ting stepshe southwest corner of the pr 'ALerty leadin om gate in wall to the edge of the property. He they are pr osing to replace the steps with a small concrete r ke it ease for the children to move their bicycles on and off of he erty. A& Mr. Murphy asked the Town Clerk actually on t ;j are located on t. Mrs. Smi and M very for a North Ocea gas, outside firep privacy wall within and all voted AYE. t �om the neighbors and coned if the steps were he survey to prove they i ace w be seen from State Road AlA on 1!::l itt top would be seen due to the ng ng the w th O n Blvd. Overlay Permit to permit 10 ruct f a gas, outside fireplace and relocate !ntr gate existing privacy wall within the NOB 'orri r. 'ice airman Murphy moved to approve the application oul rd Overlay Permit to permit construction of a nd relocation of the entry gate in existing e NOB Corridor. Mr. Dockerty seconded the motion b. Level II Architectural/Site Plan Review to permit construction of a gas, outside fireplace, relocate entry gate in privacy wall, and replace steps on the southwest corner with a ramp. Vice Chairman Murphy then moved, and Mr. Dockerty seconded, to approve a Level II Architectural/Site Plan to permit the construction of a gas, outside fireplace and relocation of an entry gate located in the existing privacy wall, and to replace steps on the southwest corner of the property with a ramp. All voted AYE at roll 2 Minutes of ARPB Regular Meeting & Public Hearing Held June 28, 2018 at 8:30 A.M. call. Chairman Smith advised he is abstaining from voting on and discussing the application from the Gulf Stream Golf Club due to the fact he is a member at the Club and serves on the Board. He passed the gavel to Vice Chairman Murphy. 2. An application submitted by Gary Eliopoulos, GE Architecture, Inc., as agent for the Gulf Stream Golf Club, owner of property located 2401 N. Ocean Blvd., Gulf Stream, Florida 33483, 1 1 escribed in metes and bounds in Government Lot 3. Mr. Eliopoulos gave a powe oin resentation of this application and explained that they ar as ' g t dd an addition to the northeast side of the building, ota of w 'ch is 1,590 sq. ft., that will expand staff facilit' on he roun loor and kitchen facilities on the second floor. H id tha none of original building, an Addison Mizner buil , will be taken dow He ave a detailed explanation as to how the sti entrance woul changed while remaining in the same location. ted out tha ere had been some arched windows t t had later n 'lled in, t the arches remained, and sometime i uture it i lanned to infill the windows again. Mr. Elio 1 nted out t with the existing privacy wall and lush vegeta on a smal or ' n of the addition will be seen. prepa motio new addition to club .emolition permit to h seconded the Le 1 'tect /Site Plan Review to permit a 1,5 sq. ft. story addition to the northeast me f the exl ing Mediterranean style club house. Doc ty moved to approve a Level II Architect 1/Site Pl to t the construction of a 1,590 sq. ft. two story a 'tion to e no east corner of the existing Mediterranean tyle clu h e and Mr. Roach seconded the motion. Mr. Dockerty, Mrs. ith, M Roach and Vice Chairman Murphy voted AYE. 3. An pli ion submitted by Rene Alonso, Alonso & Asso , as agent for Peter & Dorette Sacripanti, owner f property located at 3211 Polo Drive, Gulf Stream, Florida 33483, legally described as Plat of Gulf Stream Properties, Lot 5. In the absence of Rene Alonso, the landscape architect, Stephanie Portus, represented the owners. She explained these are all improvements in the back yard. She said they are adding a small addition to the end of the existing swimming pool that will include a water feature 4' high wherein the water will flow down into the pool with a low fire feature that can be seen from the house. Pavers will be removed and additional pavement added with a bar area added at the top. 3 Minutes of ARPB Regular Meeting & Public Hearing Held June 28, 2018 at 8:30 A.M. Mrs. Smith asked where the tree is located that they want to remove and was told it is a large, old and damaged Royal Poinciana tree on the north side of the pool. Ms. Portus called attention to the 6 Holly trees that will be planted on the north and south sides of the property. She said they will be 10 ft. tall and will grow to 15', adding that there is a hedge at the property line around the back yard that will be kept in place. Town Manager Dunham said that staff was conce about the drainage since a considerable amount of hardscape is ng dded and they have provided the calculations to indicate the rty 'll contain the required amount of rainfall. Vice Chairman Murphy asked if there neighbors and was told there had be no a. Land Clearing P it to replaced with rs ha 22". Vice Chairman Murph o permit for the removal of trees and t Roach with all voting AY t from the emove two %e; that will be ng a calipeeater than to approve affnd clearing �on was seco ded by Mr. b. Level c ectural/Si Plan Review to permit renovation to 'mming po an eck with the addition of ew la caping e rear yard. Chairma ur n mo to approve a Level II Architectural/S' Plan o permi ovat to the swimming pool and deck with the ition o ew lan caping he rear yard. The motion was seconded by Roach nd all ted AY at roll call. 4. An a lica on submit d y Fredy Polania, Randall Stofft rchit ent f cott & Beata Galloway, owners rop y locat 535 N. Ocean Blvd., Gulf Stream, Flo 'da 3 3, legal described as Portion of the N. 100'o the 168' of Govt. Lot 1 of Section 10, Township 46 Sou Ran East, Palm Beach County, Florida lying east of e e rly right-of-way line of Ocean Blvd. r. Pola a sa d that in a previous application for renovations to is pro rty, installation of an 8' high perimeter wall along a portion o the uth property line was approved and the owners have now decided t ey would like to extend the wall to the front property line and c inue the wall along the front property line, replacing an existing chain link fence. He said there is existing vegetation along the fence which they intend to leave in place in front of the wall. He said the wall will be finished on both sides with white stucco with a coral cap along the top. a. North Ocean Boulevard Overlay Permit to construct an 8' high cement perimeter wall within the N. Ocean Blvd. Corridor. Mr. Dockerty moved to approve a North Ocean Blvd. Overlay Permit to construct an 8' high stucco wall within the N. Ocean Boulevard Corridor and Vice Chairman Murphy seconded the motion with 4 Minutes of ARPB Regular Meeting & Public Hearing Held June 28, 2018 at 8:30 A.M. all voting AYE at roll call. Mr. Dockerty then amended his motion to include a requirement that the landscape material be replaced after the wall is completed and Vice Chairman Murphy seconded this amendment with all voting AYE. b. Level II Architectural/Site Plan Review to permit construction of an 8' high concrete perimeter wall across the front of the prope ty and 144' on the south side of the property. Mr. Dockerty moved, and V' Ch ' man Murphy seconded, to approve a Level II Architectu ite an to permit the construction of an 8' high stucco perimet wa across the front of the property and 144' on the south sid o e p erty which shall include the replacement of the landscape materi alo t outs e of the wall. All voted AYE at the roll call. VIII IX. K4 XI Items by Staff. There were no items from the xSfX, Items by Board M The Board Member Rita Taylor Town Clerk 5 9:15 A.M. TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #:18-8 Address: 520 Middle Road Owner: William Souder Agent: Seaside Builders, LLC Proposed Improvement: To permit the addition of 1,165 sq. ft. to the existing Georgian style single story, single-family dwelling and addition of a spa to the existing swimming pool. Approvals Requested: Level II Architectural/ Site Plan Review Gross Lot size: 24,368 sq. ft. Proposed Total Gross Floor Area Under Roof: 6,446 sq. ft. Zoning District: RS - C Issues Considered During Review: To permit the addition of 1,165 sq. ft. to the existing Georgian style single story, single-family dwelling and addition of a spa to the existing swimming pool. Effective Lot Area: 24,143 sq. ft. Allowable: 7,428 sq. ft. Section 66-144 Standards: Regarding Level II architectural/ site plan review Section 70-4 How to Use This Manual: Regarding Design Standards Section 70-67 Effective Lot Area Section 70-70 Floor Area Calculations Motions: Motion to approve a Level II Architectural/ Site Plan to permit the addition of 1,165 sq. ft. to the existing Georgian Style single story, single-family dwelling and addition of a spa to the existing swimming pool. ARPB Date: July 26, 2018 Action: Town of Gulf Stream TOWN OF GULF STREAM 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. PART II. GENERAL INFORMATION To be completed by all applicants. ARPB File #_ f 'R=R A. Project Information I.A.1. , Project/Owner Name:_ fv i I.A.2. Project Address: 52.0 M 1Q1p�je, V , I.A.3. Project Property Legal Description: `C r, i _t rE 6uT t"tm uve, UT 19 -1 ,fin I .A.4. Project Description (describe in detail, including # of stories, etc.) ( J( a (Y' rind VQ A v\) _ n x ` , �� F L i4\ r I It I.A.S. Square Footage of New Structure or Addition: 11 _1 (i IrL� �-F� f1v Q Architectural Style: 1.A.6. Check all that apply: KArchitectural/Site Plan Review ❑ Land Clearing ❑ North Ocean Boulevard Overlay (complete sect n B) 0 Demolition of Structures ❑ Non-residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1.A.7. (a) Proposed F.F.E.: ��(� (� � t �J PvV(ZType of Foundation: B. Owner Information I.B.1. Owner Address: I.B.2. Owner Phone N I.B.3. Owner Signatur e: V-7 C. Agent Information umber: =� Fax: -_� I.C.I . Agent Name and Firm Name: I.C.2. Agent Address: Pre -App Date: ARPB Date: I.C.3. Agent Phone Number: Com Date: Fax 1.C.4. Agent Signature: Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 Official Use Only Pre -App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 Town of Gulf Stream 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? III.A.2. Is the project compatible with the intent of the zoning district ? (Xg,&/ No Explain: NQE015;> l't, c,)1A,1t\� 1� coQ_eg, - III.A.3. Is the project consistent the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? �e No Explain: YVt� �,Q=(y( III.A.4. How are ingress and egress to the propper�t�y to be provided? p' OAAL III.A.5. How are the following a. Stormwater Drainage b. Sanitary Sewer k- c. Potable water d. Irrigation Water -ML e. Electricity iSWri f. Telephone OA lQ-1-41 g. Gas h. Cable Television 1 ities 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.) moo , rncj F. f�� Q19 a �r�m C 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 I nd area within fifty feet (50') of the Al (North Ocean Boulevard) right-of-way? Yes (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 (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? Yes (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes (If "Yes", Section E of this part must be completed.) .T IV.A.5. Is the prof ct at variance with any regulations contained in the Zoning Code? Yes t) (If "Yes", Section G of this part must be completed.) J N 2 �i 2(.iu siilfp of GUlf -r M1, Fl_ Application for Development Approval, Form ADA.32000 Page February 2002 Streetscape facing North Adjacent Property or' 7' lot- 11 "la a 7� • s� tiTIN ►, ,. +'� t'yr`e Y� r ' vow �... � • yr "'�rw� a 7� • s� tiTIN Ad6- F4 U-1. E-1 4 `I I I Iimp I I I 1051 COVER SHEET A-1 FLOOR PLAN A-2 ROOF PLAN A-3.1 NORTH AND SOL A-3.2 EAST AND WEST IL-1 ELEVATION PLAN DRAWING INDEX CIVIL 1 OF 4 CIVIL SITE IMPROVEMENTS PLAN 2 OF 4 PAVING AND DRAINAGE DETAILS 3 OF 4 PAVING AND DRAINAGE DETAILS 4 OF 4 POLUTION PREVENTION PLAN 1 I I 520 MIDDLE ROAD GULFSTREAM, FLORIDA CODE RESEARCH PROPOSED PROJECT: SINGLE FAMILY -RESIDENTIAL GROUP R GOVERNING CODE: FBC 6th EDITION (2017), FFPC 6th EDITION (2017), NFPA 1 UFC FLORIDA 2015 EDITION, NFPA 101 LSC FLORIDA 2018 EDITION MEAN ROOF HEIGHT: 19'-2" TOP OF RIDGE TYPE OF CONSTRUCTION: TYPE V UNSPRINKLERED BUILDING DESIGNED: ENCLOSED WIND SPEED: 170 MPH ULTIMATE WIND SPEED EXPOSURE: C ZONING DISTRICT: GULF STREAM CORE DISTRICT PROVIDED: REQUIRED SETBACKS: FRONT SETBACK = 30'-0" FRONT SETBACK = EXIST. REAR SETBACK = 30'-0" REAR SETBACK = 32'-11 1/4" SIDE INTERIOR SETBACK = 20'-0"/39'-0" SIDE INTERIOR SETBACK = EXIST. SIDE STREET = N/A SIDE STREET = N/A DESIGN PARAMETERS OCCUPANCY (SINGLE FAMILY, DUPLEX, MULTI -FAMILY, COMMERCIAL, INDUSTRIAL - DESCRIBE) SINGLE FAMILY EXPOSURE CONDITION C Q SEC. R301.2.1.4.3 SIB ADDITION (2014) FLORIDA RESIDENTIAL CODE MEAN ROOF HEIGHT 19'-2' TOP OF RIDGE ❑X ASCE 7-10 CHAPTER 26 BUILDING HEIGHT ❑X < 60 FT. (MAY USE LOW RISE PROVISIONS OF THE 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE) ❑ > 60 FT. (ASCE 7-10 CHAPTER 26) BUILDING DESIGNED AS I] PARTIALLY ENCLOSED O ENCLOSED [-] OPEN ❑ TESTED (WIND TUNNEL) IMPORTANCE FACTOR (DETERMINED BY BUILDING USE/OCCUPANCY, REFER TO SIB ADDITION (2014) FLORIDA RESIDENTIAL CODE OR ASCE 7-10 CHAPTER 26) 1.0 BASIC WIND VELOCITY PRESSURES: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE VERIFY APPROPRIATE POSITIVE)NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, OR BUILDING ENVELOPE COMPONENTS AND CLADDING AS APPLICABLE: 5th ADDITION (2014) FLORIDA RESIDENTIAL CODE- ULTIMATE WIND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE 40 PSF ASCE 7-10 CH 26- WIND SPEED NA (3 SECOND GUST) BASIC VELOCITY PRESSURE N0' PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST BE INDICATED ON CONSTRUCTION PLANS. ROOF DEAD LOAD (ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS ❑X VES ❑ NO (IF NO, INDICATE REASON) LAND SURVEYOR O'BRIEN, SUITER & O'BRIEN 955 N.W. 17TH AVE. SUITE K-1 DELRAY BEACH, FL 33445 TELEPHONE: 561-276-4501 FAX: 561-276-2390 ARCHITECT RICHARD JONES ARCHITECTURE 10 S.E. FIRST AVENUE, SUITE 102 DELRAY BEACH, FL. 33444 TELEPHONE: 561-274-9186 LOCATION MAP CLIENT FRITZ AND TRACY SOUDER 520 MIDDLE ROAD GULFSTREAM, FLORIDA 33483 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES, INC 298 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 561-274-6500 FAX: 561-274-8558 LANDSCAPE DAVE BODKER LANDSCAPE ARCHITECTURE 601 N. CONGRESS AVE SUITE 105-A DELRAY BEACH, FL 33445 CELL: 561-276-6311 FAX: 561-276-3869 RICHARD JONES ARCHITECTURE D E. ST AACH, FLORIDA F 44 HE E. FI BEACH, FLORIDA i:I U2 V 561.274,911% 1 F 561 274,9146 AA26001617 I IB26001056 WWW RJARCHITECTURE. COM Q 0 W -y U Q W O N W � Ll I{11R:11 A 1 111 NsURC AA26001617 626001056 ('OMMISSION # 18-016 DESIGNER: Rl DRAWN BY: JH/G0 PLAN REVIEW: RJ 0 SUBMITTALS: GULF STREAM 06.28.18 1. R.P.B SUBMITTAL ' 1 RF% 11IONS: U COVER SHEET H CVR LEGAL DESCRIPTION RICHARD ]ONES ALL OF LOTS 18 AND W AS SHOWN ON THE PLAT OF GULF STREAM COVE RECORDED IN PLAT BOOK 24 ON PAGE 165, PALM BEACH COUNTY PUBLIC REGORW LESS THE FOLLOWING DESCRIBED PART OF LOT 20 AS ■ ■ SHOWN ON SAID PLAT OF GULF STREAM COVE. TO WITBEGIN AT A POINT ON THE EAST BOUNDARY LINE OF - SAID LOT 20, SAID POINT BEING 22.7! FEET SOUTH OF THE NORTHEAST CORNER OF SAID LOT 20: THENCE SO CORNS OF SAID LT 206AID HENCE TBOUNDARAO LOT ESOUHBOUDARY O FEET TOTHE 20SOUTHEAST DISTANCE ■ COR NER OFSAIDLOT NOR WESTERLY ALONG THE SOUTH BOUNDARY OFSAID LOT 20, ADISTANCE LOT 18, GULF STREAM CO VE OF132.11FEET TOTHE NORTHWESTCORNER OFLOT 21ASSHOWN B GSAID INNPIATER INGULF DESCRIBED. COVE: _ (PUT BOOK 24, PAGE 1&1i � THENCE NORTHERLY , A DISTANCE OF 154.56 FEET TO THE POINT OF BEGINNING HEREIN pEeCRIBEO. I EXISTING RESIDENCE ADDITIONAL SITE DATA ARCHITECTURE FLOOR*690 SITE LOCATION GULF STREAM CORE DISTRICT E%ISTING CONCRETE 4'-0' HIGH BLACK ALUM. RAILING W PICKETS 4'4- HIGH BLACK ALUM. RAILING W PICKETS ARCHITECTURALSTYLE GEORGIAN - I TO MEET CITY)LOUNTY REQUIREMENTS FOR TO MEET CITY/COUNTY REQUIREMENTS FOR 20 10 S.E. FD24T AVENL21 SUITE 102 _ BULKHEAD CAP LOT COVERAGE 6,446 SQ.FTJ 24.386 SQ.FT.• 26% SOUTH COVE POOLRTOI.ABARRIERWLANNGS) POOL6AFETYBARROSIN ANp6CAPElW CENTERLINEOFR.O.W. V56774916IFF561.2 334% (REFER TO lAN06CAPE DRAWINGS) (REERTO SELF CLOSING68ELF LATCHING V351.Z]4.913fi P3fi1.2]4,9196 - (REfERTOLANDSCAPEORAVANGe) PERVIOUS AREA 11,408 BD.FT. I d0 PROPERTY I ME AA26001617 11B2GOOIOSG - - - MPERV S AREA 12,734 SO.F`L NEW ACCV N_nP'' CONE. TEPPING U =_ rd3 MAXIMUM SECOND FLOOR AREA WA �� • O WWW.RJARCHITECTIIRE.COM SRp - TOLASTONEREF R°' SETBACKS = 3"�• DRAWINGS - - - ® I - \ b m SETBACKS REQUIRED PROVIDED \ O �, 1�, 10g B1tki- FRONT SETBACK W0 EXISTINGTOREM4IN REAR SETBACK 2041' 32.1 1l4' EXISTING CONCRETE SIDESETBACK MINIMUM OF 30% OF LOT MOTH EXISTING TO REMAIN GIDE STREET 204I- EXISTING TO REMAIN BULKHEADCAP PAVER AREA Y PAVER -_ -- - lw REFER TO b MA%IMUM HT. 30'TD RIDGE /8'-2' EXISTING CONCRETE DOCKLANDSCAPE EXISTING RE ER Q GARAGE LATOWN OF GULF STREAM NDSCAPE 0.\d' - DRAWINGS INDSCAPENEWSMPS (REFER TO DRAWINGS) DVrOS. I Q Q GROSS LOT AREA 24.366 SQ.FT. ^'] E%I6TING CONCRETE b BULKHEAD CA� NEWPIMPA (TRTO EFFECTIVE LOT AREA 24,10.180.FT. O O LANDSCAPEE DRDRAWINGSNOB (TVP. ®DECK) r ---I \N6 I EXISTING � FAR CALCULATION EXISTING DEMO NEW NET 4'47 HIGH SL\A�K ALUM. RAILING W DENOTES AREA ¢ CATCH Pk:KETS TO MB6T CITYICOU Ntt OF ADDITION ® PAVER ,dry SIN 1ST FLOOR LIVING 4,2%SO.FT. CSO.". 0SO.FT. 42558O.FT. may^ RED UIREMENT9 OR POOLSAFETY WALKWAY t W BIER NLAN06CAPE IREFER TO / b REFER TO Ptd# CEILING OVER I5 (DOUBLE) WA NIA NIA NIA U LB4�RR�\6CAPE DRA GB) MTS R //' LANDSCAPE / m D'AW, 2ND FLOOR LMNG NIA NIA NIA NIA - \Y a 1ST FLOOR COVERED ~' - a.1 j�l (PORCHES. OVERHANGS a2V21 16113Q.FT. 169SFT. 1,1656D.FT. 1,1BSBQ.FT. V' \ LO,�pI�I//qM 2ND FLOOR COVERED NIA NIA NIA NIA O F�.{}' i - /�i �.-- - AWMING6>3ANDSCREEN N ra�� - NIA WA NIA NIA EMT. TO R ENCLOSURE NT 50%) I� GARAGE 1,026mPT. 0SQ,FT. OSQ.FT. 1,026&Q.FT. E%IBT. OUT BUILDING WA NIA WA NIAUMP TO _ REMAIN PROPOSED AREA POOL Q y FLOOR AREA 5,470 SOFT. 168SOFT. 11656Q.FT. 6,44660.fT. _ B HALLOW ♦8-\Y° // i O ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION NIA NIA NIA NIA TOTAL PTION) FLOOR AREA (NY SPECIAL W > _EXEMPTION) SAMSO.Ft. INSQ.FT. 1.165 SQ.FT. &448 SOFT. - // 2 t�f -J16 FIRST2DOWx.W A=SO.F1. - �) 4 EXIST. POOL NEW POOL !/�/ o:I J _� OVER 20.000x,20 626 SQ.Fi. FLO LICENSURE - P_ \ RENOVATED(UNDER DECK REFER // / CC C-� N ` SEF 7E PERMIB TO LANDSCAPE / G TOTAL ALLOWABLE FAR PER MANUAL 7,426 SQ.FT. - N R ER TO DRANANOS DURA N�0.9E r ip�p TOTAL HARDSCAPE AREA &266 SO.F'L LOGO �' W REOUIR EDLANDSCAPEAREA IJ� ' 8.85] SQ. (LOT SRE x 40%) FT. EXISTING PROVIDED LANDSCAPE OPEN 111408SQ.FT. _ ® / 1.BTORY CMU SPACE AREA (ACTUAL 47.3%) / STRUCTURE /AA260U 16171i 6001056 / EXISTING RESIDENCE — 5'� 16'4' 6'117' B' -11i BE SPAIN 2.11• B3-� / — — ('AMRMIRSION # 16-016 - N I LOT 20, GULFS TREAM CODE EXIST. OL / � DE316NER'. RJ (PIAT BOOK 24, PAGE 165) FOOTPRINT( DER BEP. PERM �/ — — DRAWN BY: JH/w - PAVER DRIVEWAY 1$ p8 3 PLAN REVIEW. RI REFER TO b. LANDSCAPE OWES. I0 SUBMITTALS', s7A a�a GRJLF STREAM 0629.16 - �D LJBNfl � \ SUBMITTAL = O�NC. STEPRNOOO,,, 6 NF9 REFER TO ORMMNGS NGS APE \ C3 ®I PAVE. EXISTING --� MAIN DISCONNECT AND REFER T \OUTDOOR P AWINGSLANDSCAPE SHOWER REVISIONS: - EQUIPT.P. >< O 447 HIGH BLACK ALUM. RAILING M PICKETS TO MEET CIWCOUNTY REQUIREMENTS FOR \ § 39 i POOL SAFETY BARRIER 4+Y LANDSCAPE Vltl , ARCm31 ]1' GATE BE LATCHING V (REFER TO LANDSCAPE DRAWINGS) pd' 0 8497 PROPERTY LINE O EXISTING OVERHEAD UTILITY LINES I^ 3 EXISTING UTILITY POLE - I -- — _ — POLO DRIVE r 1 P A V E D SITE PLAN V H Proposed Site Plan — — -- — — — — — — SP -1 Scale: V=10' Bedroom Sunroom EntryW.I.C. BATH -0 16' ' x 14'-0' 22'-10' x 18'3" R-10" x 18'4' i O I � �I - ❑ Bedroom O- O - -- - - -- - 15'-0" x 11'-6" O O . t O 1 Open Air Loggia - EO. EO. I 0 NEW 1 NEW 24- \ NEW MASONRY HIGH STAIR PIER RAILING Floor Plan TC -a1;7 3116 -=V -0 - EXIST. ACCU RICHARD JONES DENOTES AREA ■ Gathering Area 31'W. 20'-0' ARCHITECTURE S.E. FIRST AVENUE 19' D_ ELRAY BEACH, FLORIDA1 51!11 V <61:2)491861 F 561211,1lvfi AA26001617 1 IB26001056 W W W.RJARCH[TECTURE CONI OF ADDITION T U.C. FULL HEIGHT ¢ Q � __ _ u rl m iBEF, 4 MASONRY WALL WALL MOUNTED T.V. ABOVE SAR W SINK" LLJ m � 10' Wide Covered oI vi ww^ 4--I (LURID.-( LI( ENSURE N Z L�� - -- g� RIS\ I1I0NS. - sT a r FLOOR _ H A-1 BBQ L a OF F 14 ;(E' I RZ.SLIDERBreezeway m � J mU Master Sunroom WICOUNTER FEF-71l'Jw.❑ BATH RE. F Bedroom 16'-0'x 17'-0" BRIE. INK W/ DISP. W 3 Kitchen STAIR [I�K y gpq 15 0'. 14'-9" S. PED. Ir NOiE SEEGAB_ 2 TUB Master - --� SHOP DWGS FOR �10_ Bath �_ CPB. DIMENSIONS GAS RANGE --, -- s,EP K LL Laundry wl HOOD ABV. _ - m i o - W.i.C. N 12'-0" x 13'-0' m 19'-0'/12'-3"x12'-2" LINEN Living Room O r - LINEN 23'-8"x 21'-5' Garage DRYER WASHER Bedroom 25'-8"x22•-2' � 15'-0' x 12'-0" LINENt- POWDER ROOM I BATH._C _ �❑_� J�—� lI �',, L OF CLOSET DBL. SIDE ��- F.P. �0 - — -- BATH W.I.C. 5 F- - J -11 a SHOWER J SHOWER D Bedroom Sunroom EntryW.I.C. BATH -0 16' ' x 14'-0' 22'-10' x 18'3" R-10" x 18'4' i O I � �I - ❑ Bedroom O- O - -- - - -- - 15'-0" x 11'-6" O O . t O 1 Open Air Loggia - EO. EO. I 0 NEW 1 NEW 24- \ NEW MASONRY HIGH STAIR PIER RAILING Floor Plan TC -a1;7 3116 -=V -0 - EXIST. ACCU RICHARD JONES ■ ARCHITECTURE S.E. FIRST AVENUE 19' D_ ELRAY BEACH, FLORIDA1 51!11 V <61:2)491861 F 561211,1lvfi AA26001617 1 IB26001056 W W W.RJARCH[TECTURE CONI ¢ Q � u rl O O W LLJ m � cG vi ww^ 4--I (LURID.-( LI( ENSURE AA26001617 1B26001056 Z COMMISSION N 18-016 DESIGNER:RJ D.VINBY: JH/G0 PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 06.28.18 A.R.P.B SUBMITTAL RIS\ I1I0NS. r FLOOR PLAN H A-1 Roof Plan Scale: �NW--V-0- h EARHEIGHT 4 ELEV: 1P-910'-9" (EAVE HEIGHT il4l h EAVE HEIGHTHEIGHT V ELEV: '_q (EAVE HEIGHT p1) h T.O. FIN. FLR. SLAT V ELEV: 0'-0' North Elevation TOTAL NORTH ELEVATION AREA 1,078 S.F. Scale: 3/16"=1'-0" WALL AREA 847 S.F. (78.6%) WINDOW AREA 231 S.F. (21.4%) OC -117 South Elevation ROOF FEATURE h ELEE 'B'7' TOP OFRIDGE h ELEV. 19'-2'19'-2' SAVE HEIGHT h ELE- V:�10'-9' (SAVE HEIGHT p4) SAVE EW' -2T h ELEV: T -2'T V (EAVE HEIGHT #I) '.O. FIN. FLR. SL AB h ELS ROOF FEATURE h ELEV TOPTOP O� ELEV: IDIG EAVE HEIGHT h ELEV: 8'-10' (EAVE HEIGHT p3) EAVEHEIGHT h ELEV: B'-0' (EAVE HEIGHT p2) '.O. FIN. FLR. SLAB h ELEV: 0: TOTAL SOUTH ELEVATION AREA 1,084 S.F. Scale. 3/16"=1'-0" WALL AREA 674 S.F. (62.2%) WINDOW AREA 410 S.F. (37.8%) j t N J T BUILDING COLORS ELEVATION NOTES Io V HOUSE AND WINDOW FRAMES- BENJAMIN MOORE SIMPLY WHITE OC -117 ❑A EAGLEBRAND FLAT CEMENT ROOF TILE .4503 SIERRA MADRE L EXISTING BAND AT WINDOW SILL FRONT DOOR- BENJAMIN MOORE BACHELOR BLUE 1629 © SMOOTH STUCCO FINISH M 12'.12' MASONRY COLUMN WITH SMOOTH STUCCO FINISH SHUTTER - BENJAMIN MOORE BACHELOR BLUE 1629 © EXISTING SMOOTH STUCCO FINISH QUOINS N 12" SMOOTH STUCCO FRIEZE 1' PROUD GARAGE DOOR AND OTHER DOORS - BENJAMIN MOORE CHANTILLY LACE OC-65EXISTING CHIMNEY P DECORATIVE FINIAL QUOINS - BENJAMIN MOORE CHANTILLY LACE OC -65 ❑E FLUSH PANEL OVERHEAD METAL DOOR WITH APPLIED AZEK TRIM Q 2' OVER 2" SMOOTH STUCCO BANDING EACH 1PROUD RAILING - BENJAMIN MOORE CHANTILLY LACE OC -65 [F] ELECTRIC LIGHT FIXTURE Rlli 12- HIGH SMOOTH STUCCO BASE 1' PROUD CORNICE -BENJAMIN MOORE CHANTILLY LACE OC -65 © DECORATIVE ALUMINUM LOWERED SHUTTER BY SOUTH FLORIDA ALUMINUM OR EQUAL ST WET BAR / BARBECUE OC -65 SOFFIT - BENJAMIN MOORE CHANTILLY LACE OC -65 �H 24' HIGH DECORATIVE ALUMINUM RAILING BY SOUTH FLORIDA ALUMINUM OR EQUAL T]� EXISTING FRIEZE BANDING - BENJAMIN MOORE CHANTILLY LACE OC -65 �j DECORATIVE 16'x16' MASONRY PIER WITH SMOOTH STUCCO FINISH U] PAINTED CLEAR CYPRESS #1 OUTLOOKER ROOF - EAGLE BRAND FLAT CEMENT ROOF TILE -4503 SIERRA MADRE ❑K 1 1/2' SMOOTH STUCCO BULLNOSE BANDING RICHARD JONES ■■ W or ARCHITECTURE r� 9 VENTJE SUITE 102 Ou ELRLK AY BEACBEACH.FLORIDA J3444 II`�• V 5611 86 i F 561374.1116 74.91 AA26001617 I IB26001056 WWW. RJARCHITFCTURF.COM o� C4 W O -a U Q W �¢ U N a � W Q s p-. FLORIDA LICENSURC ('v AA26001617 1184(2001056 COMMISSION k 18-016 DESIGNER: RJ DRAWN BY: 1HiGO PLAN REVIEW: RJ SUBMITTALS: GULFSTREAM 0628,18 0 A.R.P.B SUBMITTAL ' 1 R[IIS;<)Vti PROPOSED NORTH & U SOUTH ELEVATIONS A-3.1 EAVE HEIGHT V' ELEV: 70'-9" (EAVE HEIGHT #4) FIN:. FLR. SLAB V ELEV: 0'-0" h RWFFEATURE Y' ELEV: h EAVE HEIGHT V ELEV: B'-0' (EAVE HEIGHT #2) T.O. SLLAB ELEVY 0'-0" East Elevation TOTAL EAST ELEVATION AREA 552 S.F. Scale. 3/16"=1'-O" WALL AREA 496 S.F. (89.9%) WINDOW AREA 56 S.F. (111%) BUILDING COLORS HOUSE AND WINDOW FRAMES -BENJAMIN MOORE SIMPLY WHITE OC -117 FRONT DOOR- BENJAMIN MOORE BACHELOR BLUE 1629 SHUTTER - BENJAMIN MOORE BACHELOR BLUE 1629 GARAGE DOOR AND OTHER DOORS- BENJAMIN MOORE CHANTILLY LACE OC -65 QUOINS - BENJAMIN MOORE CHANTILLY LACE OC -65 RAILING - BENJAMIN MOORE CHANTILLY LACE OC -65 CORNICE- BENJAMIN MOORE CHANTILLY LACE OC -65 SOFFIT- BENJAMIN MOORE CHANTILLY LACE OC -65 — BANDING - BENJAMIN MOORE CHANTILLY LACE OC -65 ROOF- EAGLE BRAND FLAT CEMENT ROOF TILE- 4503 SIERRA MADRE — West Elevation TOTAL WEST ELEVATION AREA 496 S.F. WALL AREA 465 S.F. (93.7%) WINDOW AREA 31 S.F. (6.396) Scale: 3/16"=1'-0" TOP OF RIDGE A ELEV: 19'-2' EAVEHUI h ELEV: 10'-9"10'-9" (EAVE HEIGHT #4) EAVE HEIGHT h ELEV: 7'-Y (EAVE HEIGHT #1) .O. FIN. FLR. SL AB h ELEV: 0'-0" RICHARD JONES ARCHITECTURE DE ILYIRST A ACH, FLORIDA I NEI3 10'- �ELE,FIRkY EACH, FLRIDA L 444 102 V 561.2749196 I F 561 2749196 AA -16001617 I IB26001056 1/ W W W RIARCHFFFCTERE ('OM V Q o� �llI O Q m j Q kr) LLJ L FLORIDA LICrVBLRr C"l C C� AA2600161 IB26001056 - COMMISSION # IR -016 -;� DESIGNER: RJ _ DRAWN BY: JH/G91 PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 06,29 IN 0 A.R.P.B SUBMITTAL r 1 RCV ISIONS. PROPOSED r 1 EAST & WEST V ELEVATIONS A-3.2 ELEVATION NOTES EAGLE BRAND FLAT CEMENT ROOF TILE -4503 SIERRA MADRE L EXISTING BAND AT WINDOW SILL SMOOTH STUCCO FINISH M 12"x12" MASONRY COLUMN WITH SMOOTH STUCCO FINISH EXISTING SMOOTH STUCCO FINISH QUOINS [:N] 12' SMOOTH STUCCO FRIEZE 1- PROUD EXISTING CHIMNEY r a DECORATIVE FINIAL FLUSH PANEL OVERHEAD METAL DOOR WITH APPLIED AZEK TRIM r a 2. OVER 2" SMOOTH STUCCO BANDING EACH V PROUD ELECTRIC LIGHT FIXTURE 72" HIGH SMOOTH STUCCO BASE 1" PROUD DECORATIVE ALUMINUM LOWERED SHUTTER BY SOUTH FLORIDA ALUMINUM OR EQUAL IJ WET BAR/BARBECUE 24" HIGH DECORATIVE ALUMINUM RAILING BY SOUTH FLORIDA ALUMINUM OR EQUAL [T] EXISTING FRIEZE DECORATIVE 16".16' MASONRY PIER WITH SMOOTH STUCCO FINISH 'J PAINTED CLEAR CYPRESS #1 OUTLOOKER 112"SMOOTH STUCCO BULLNOSE BANDING RICHARD JONES ARCHITECTURE DE ILYIRST A ACH, FLORIDA I NEI3 10'- �ELE,FIRkY EACH, FLRIDA L 444 102 V 561.2749196 I F 561 2749196 AA -16001617 I IB26001056 1/ W W W RIARCHFFFCTERE ('OM V Q o� �llI O Q m j Q kr) LLJ L FLORIDA LICrVBLRr C"l C C� AA2600161 IB26001056 - COMMISSION # IR -016 -;� DESIGNER: RJ _ DRAWN BY: JH/G91 PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 06,29 IN 0 A.R.P.B SUBMITTAL r 1 RCV ISIONS. PROPOSED r 1 EAST & WEST V ELEVATIONS A-3.2 L Existing North Elevation Scale: 3/16"=1'-0" 15 Existing West Elevation Scale: 3/16"=1'-0" Existing South Elevation Scale: 3/16"=1'-0" ROOF FEATURE A ELEV: 19'-7" EAVE HEIGHT A ELEV: 10'-9" I � -Ell - T.O. FIN. FLR. SLAB IL — —1 — — --r Existing Elevation Elevation Scale: 3/16"=1'-0" RICHARD JONES ARCHITECTURE 1 1. - S.EFIRVENUEA . RST A(E 10'_ D BEACH. FLORIDA 1 444 r u I`^, V W.274MN F 56117-1vn AA26001617 I IB16DO1056 AWW RIARCHITEC-TL'RE(-011 00 �l U Q � Q W Q O �= (n w FLORIDA LI('FNSIJRF AA26001617 I 26001056 0 COMMISSION # I8-016 DESIGNER: RJ DRAWN BY: JH/GsJ PLAN REVIEW: RJ SUBMITTALS: GULP STREAM 0628 IS A.R.P.B SUBMITTAL Q REVISIONS: U EXISTING ELEVATIONS H A-3.3 WINDOW SCHEDULE WINDOW TYPES: SINGLE HUNG O REL HE COLORROUGH OPENING REMARKS Y WHITE OC -117 PER MANGE. SPECS (2) UNIT A Y WHITE 06117 - Y WHITE OC -117 (3) LOWEI Y WHITE 06117 Y WHITE 06117 Y WHITE 06117 - Y WHITE 06117 HORIZON' Y WHITE 06117 Y WHITE OCA 17 (2) UNIT A V WHITF OC 117 - F.G. TRANSOM UNIT ABV. - ONE ASSEMBLY 7'-0 178 31 •1 `4 LET G SINGLE HUNG FIXED O O FIXED SINGLE HUNG O O E0 ED. 3'-0" RIMH z� Lug SINGLE HUNG HORIZONTAL ROLLER FIXED O O O SINGLE HUNG SINGLE HUNG SINGLE HUNG O O O DOOR SCHEDULE: O DOORS FRAMES DOOR SIZE WIDTH HEIGHT STYLE MATERIAL PAINTED FINISH GLAZING REMARKS EXTERIOR 1 T-6" 7'-5' CUSTOM WOOD/GLASS BM BACHELOR BLUE 1629 CLEAR W/ ELIPTICAL F.G. TRANSOM ABV. & PAIR 1'-8"W x T-5" F.G. SIDELITES - ONE ASSEMBLY (SEE ELEVATION 2 3'-0" 8'43" FRENCH MI BM CHANTILLY LACE OC -65 CLEAR - 3 PR. 2'-6" 6'-8" FRENCH MTL./GLS SM CHANTILLY LACE OC -65 CLEAR WITH PAIR OF 2'-0"W x 6'-B"H FIXED GLASS SIDELITES - ONE ASSEMBLY (SEE ELEVATION) 4 30'-0' 8'-0' SLIDING GLS. DR MTL/GLS. BM CHANTILLY LACE OC -65 CLEAR 3 TRACK SLIDING GLASS DOOR (OXXXXO) 5 18'-6' 6-" O.H.D. NIA BM CHANTILLY LACE OC -65 NONE FLUSH PANEL METAL W7 APPLIED AZEK TRIM (PAINTED) NOTES: 01. FIELD VERIFY ALL MASONRY OPENINGS PRIOR TO FABRICATION. 02. ALL EXTERIOR GLAZING UNITS SHALL COMPLY WITH FBC IMPACT RESISTANTANCE AND WIND LOAD REQUIREMENTS AHD SHALL HAVE FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS). 03. COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING). PROVIDE ENGINEERED SHOP DRAWINGS AND MIAMI METRO-DADE PRODUCT APPROVAL NOTICES FOR ALL GLAZING FOR ARCHITECT'S REVIEW AND APPROVAL PRIOT TO FABRICATION. 04. ALL WINDOWS NOTED AS EGRESS WINDOWS SHALL COMPLY WITH FBC. SILL HEIGHT SHALL NOT EXCEED 44• ABOVE FINISH FLOOR. MINIMUM OPENING HEIGHT SHALL BE 24" AND MINIMUM OPENING WIDTH SHALL BE 20". MINIMUM CLEAR OPEN AREA SHALL BE 5.7 SO. FT. (5.0 SQ. FT. AT 1ST FLOOR). 05. ALL MUNTINS TO BE 1.5' WIDE RAISED TYPE ON 80TH INSIDE AND OUTSIDE OF WINDOW. O6. APPLY SHERWIN WILLIAMB SHER-CRETE FLEXIBLE CONCRETE WATER PROOF (TEXTURED AS SERIES) AT EXTERIOR PERIMETER OF ALL MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF MASONRY OPENING U.N.O. 07. USE LOUVERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. 0& ALL GLASS TO BE TINTED - FINAL TINT COLOR SELECTION TO BE DETERMINED BY OWNER I G.C. 09. REFER TO ELEVATIONS AND SECTIONS FOR OPERABLE WINDOW SWING ORIENTATION. DOOR TYPES: (AS VIEWED FROM EXTERIOR) O 30 -0' EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL i 4 O O RICHARD JONES ■■ O WINDOW SIZE ARCHITECTURE WIDTH HEIGHT WINDOW TYPE A PR. 3'-3" 5'-51/2' SINGLE HUNG B 3'-3' S'-5112' SINGLE HUNG CT -0" 9'-1' FIXED D 2'-6' 2'$ FIXED E 3'-0" 4'-2" SINGLE HUNG F 2'-6' V-2' SINGLE HUNG FLORI`nDA LICENSURE G 5'-0" 3'-2" HORIZ. ROLLER COMMISSION # I8-016 H 2'-0' 2'-0' FIXED J PR. T-0- 5'-0" SINGLE HUNG WINDOW TYPES: SINGLE HUNG O REL HE COLORROUGH OPENING REMARKS Y WHITE OC -117 PER MANGE. SPECS (2) UNIT A Y WHITE 06117 - Y WHITE OC -117 (3) LOWEI Y WHITE 06117 Y WHITE 06117 Y WHITE 06117 - Y WHITE 06117 HORIZON' Y WHITE 06117 Y WHITE OCA 17 (2) UNIT A V WHITF OC 117 - F.G. TRANSOM UNIT ABV. - ONE ASSEMBLY 7'-0 178 31 •1 `4 LET G SINGLE HUNG FIXED O O FIXED SINGLE HUNG O O E0 ED. 3'-0" RIMH z� Lug SINGLE HUNG HORIZONTAL ROLLER FIXED O O O SINGLE HUNG SINGLE HUNG SINGLE HUNG O O O DOOR SCHEDULE: O DOORS FRAMES DOOR SIZE WIDTH HEIGHT STYLE MATERIAL PAINTED FINISH GLAZING REMARKS EXTERIOR 1 T-6" 7'-5' CUSTOM WOOD/GLASS BM BACHELOR BLUE 1629 CLEAR W/ ELIPTICAL F.G. TRANSOM ABV. & PAIR 1'-8"W x T-5" F.G. SIDELITES - ONE ASSEMBLY (SEE ELEVATION 2 3'-0" 8'43" FRENCH MI BM CHANTILLY LACE OC -65 CLEAR - 3 PR. 2'-6" 6'-8" FRENCH MTL./GLS SM CHANTILLY LACE OC -65 CLEAR WITH PAIR OF 2'-0"W x 6'-B"H FIXED GLASS SIDELITES - ONE ASSEMBLY (SEE ELEVATION) 4 30'-0' 8'-0' SLIDING GLS. DR MTL/GLS. BM CHANTILLY LACE OC -65 CLEAR 3 TRACK SLIDING GLASS DOOR (OXXXXO) 5 18'-6' 6-" O.H.D. NIA BM CHANTILLY LACE OC -65 NONE FLUSH PANEL METAL W7 APPLIED AZEK TRIM (PAINTED) NOTES: 01. FIELD VERIFY ALL MASONRY OPENINGS PRIOR TO FABRICATION. 02. ALL EXTERIOR GLAZING UNITS SHALL COMPLY WITH FBC IMPACT RESISTANTANCE AND WIND LOAD REQUIREMENTS AHD SHALL HAVE FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS). 03. COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER -ALL DIMENSIONS ARE NOMINAL (CONCRETE OR ROUGH OPENING). PROVIDE ENGINEERED SHOP DRAWINGS AND MIAMI METRO-DADE PRODUCT APPROVAL NOTICES FOR ALL GLAZING FOR ARCHITECT'S REVIEW AND APPROVAL PRIOT TO FABRICATION. 04. ALL WINDOWS NOTED AS EGRESS WINDOWS SHALL COMPLY WITH FBC. SILL HEIGHT SHALL NOT EXCEED 44• ABOVE FINISH FLOOR. MINIMUM OPENING HEIGHT SHALL BE 24" AND MINIMUM OPENING WIDTH SHALL BE 20". MINIMUM CLEAR OPEN AREA SHALL BE 5.7 SO. FT. (5.0 SQ. FT. AT 1ST FLOOR). 05. ALL MUNTINS TO BE 1.5' WIDE RAISED TYPE ON 80TH INSIDE AND OUTSIDE OF WINDOW. O6. APPLY SHERWIN WILLIAMB SHER-CRETE FLEXIBLE CONCRETE WATER PROOF (TEXTURED AS SERIES) AT EXTERIOR PERIMETER OF ALL MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF MASONRY OPENING U.N.O. 07. USE LOUVERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. 0& ALL GLASS TO BE TINTED - FINAL TINT COLOR SELECTION TO BE DETERMINED BY OWNER I G.C. 09. REFER TO ELEVATIONS AND SECTIONS FOR OPERABLE WINDOW SWING ORIENTATION. DOOR TYPES: (AS VIEWED FROM EXTERIOR) O 30 -0' EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL i 4 O O RICHARD JONES ■■ W ■■ ARCHITECTURE SE. FIRST LIOKJ DELRAY BEACH, FLORDA 33 V 5613)4.91M I F 561:214,9196 AA26001617 I IB26001056 WWW RJARCHITECTURE COM Q U /I� N W � Ca FLORI`nDA LICENSURE SI Vf— AA26001611056 Z COMMISSION # I8-016 DESIGNER. RJ DRAWN BY: 1R/Gsl PLAN REVIEW: Rl SUBMITTALS: GULF STREAM 06.28.18 A.R.P.B SUBMITTAL r 1 V DOOR AND WINDOW SCHEDULE A-4 EXISTING CONCRETE DWK O I I ) - REMOVED & hi RE EWIT ACED yi J t GLEyN FILLLOCATION MAP l 4-75 0 1 i� 5.505.8e 8i o nRAGe 5.4a N.T.S. z 1 �N m- I 5.00 C OC) 5.75 1 .� I ym 5.00 Oc 12" WIDE H y N 6.22 + I 4 X8" DEE o nCON: E LEGEND: �� :COLLAR H •� \ALUM. RAILING un PROPERTY LINE z \\ '1 �6 00 5.80 t` �,. E = tEX SECTION IDENTIFIER V 5.80 I M TCH EXIST: /.► 4.1 6.52 i :.� 6.15 603 LATE 1 i PLAN PAGE DETAIL PAGE �- PLUG EXIST0 r' �,�\ : %/ ✓ 1 r 1. 6.4 L _ _ _ - C WATER SVC 16.5 PROPOSED ELEVATION F m \/' 6.30 �• - - - - AT MAIN U I \ 6.30 I LO'cIA I 4. ,� ' NI NEW 1.5'• - DIRECTION OF FLOW Z r I • 6'42 +; 3{ SERMC& LINE AND Al EXISTING ELEVATION N RELOC EXISTING + \\ N '`_� I 6.48 �1 5.00 e9 �. METER S SHOWN DENOTES AREA OF PROPOSED I \ PUEXISTMP Tp \ ASPHALT PAVING I \ NEW POOL I NJ630 6.52 , �� 3 i - DENOTES AREA OF PROPOSED BRICK \REMAIN SHALLOW ARE +- + PAVERS SEE DETAIL SHEET 2 - SEE gip, I LANDSCAPE PIANS FOR PATTERN m DENOTES AREA OF PROPOSED POOL ♦ \ + \ 6.42 1 DECK BY OTHERS - SEE LANDSCAPE or1 I �7 PLANS FOR SPECIFICATIONS o 6.5 6.52 vI " 5t.45 5.10 I O NOTE: SEE LANDSCAPE \ EXIST. POOL a 6.45 m 3 - 1 D DENOTES AREA OF EXISTING PAVEMENT I RENOVATED PLANS FOR HARDSCAPE REFER TO 'n m -`O - O AND BASE TO BE REMOVED & MATERIALS &SPECIFICATIONS ♦ %� LANDSCAPE oo I REPLACED NTH CLEAN FILL m ♦ \ DRAwINcs °I �� PROPOSED WATER METER 4 LOGGIA SUN ROOM N $ 1 ^ �o EXISTr AA a 1 EXISTING GATE VALVE 1 5 ➢� 6'� i POOL, EL �\ EXISTiNG If �o ♦ 5.50 = 36.6` l -TORY6.42 8 roav cmu2 m� 1 $ m- ♦ ll STRUCTURE I EXI T ASPHAL I o' n �n 5.50ANd BASE oc A -,j MATERIAL TO JE x N y \\/� IIRECEIVED ��+�y'�`� }Y m A� No p5Eps?,jo 6.52 : 1 m 1 REP ACED WITH ., R gen= h...� "� D CUE N FILL o'"` 4R �ZY m^ii ♦ \ P0.0P FT`tEpP MK \I� ,t V ,"� 18 00o �� 1 <' M TCH EXIST �� ` \ 8 30 , I EL = 34,4 NOTE: SEE LANDSCAPE ♦♦ P+ DDD PLANS FOR BRICK PAVER PATTERNS 4.60, + =' DRAINAGE CALCULATIONS 6" PVC ® 1.0% v to i' Souder Residence -520 Middle Road - Job #18075 '.\ WITH POP-UP EMITTER EXISTING ♦ \`•` OUTDOOR r (' „ _ WATER QUALITY VOLUME: �\e SHOWER BASED ON F.A.C. CHAPTER 62-3028 SFWMD BASIS OF REVIEW L;. _ � nFl. I GIVEN: 4.50 TOTAL SITE AREA 24.x58 sf EXISTING LIFT •P \ STATION TO --- I ROOF AREA ?O:P, sf \ REMAIN 5.00 v� I I WATER SURFACE AREA 2^< sf WATER QUALITY SITE AREA 17127sf (Tolals°e-watxevtece.roore) Z •\ \ �/ n 3 l m WATERQUALfiY IMPERVIOUS AREA 1603sf (W.ID-Area-11-1 m , WA ER Q LITYPERVIOUS AREA 12749sf (WD. sac Arca-Hp rvouc) I \ 5.00 \I rn dL , WATER QDALTfY%IMPERVIOUS 26.9% (Fryervbus/W.Q 9e Area) \\ -4. - - - _-_ ALUM. (RAILING - .>. 4'75 �S ,p REQUIRED STORAGE VOLUME: WET DETENTION VOLUME = 1" OVER TOTAL SITE AREA OR 2.S OVER \ -------------c----' IMPERVIOUS AREA (IF SITE IS OVER 40%IMPERVIOUS, USE 2.6' OVER IMPERVIOUS) y •* / a OVER TOTAL SITE sMETHGD CONI H COMPUTE 1" TAL 5 AREA: ® ®- _� 2030 cf (THI RJLS) .. _RIS ses ax® �g :'s --tea a lin• UTE " . ' )h,Y--/ 0!�W-� -. ,?-y--_-- COMPUTE 2.5 OVER %IMPERVIOUS AREA. 94.93 t' 2. Sin • 0.27 • 24358 = 1364 cf , +468 PER SFWMD SWERP APPLICANTS HANDBOOK VOLUME It. 4.2.1 +4.8] PROVIDE 50% STORAGE FOR RETENTION WATER QUALITY VOLUME • 2030 0.5 = t015 cf +5.06 -+5.09 - - - POLO DRIVE_ - - VOLUME PROVIDE= 1114 Cf +5 GO - +5m23 _ - NOTE: Permeable pacers treated as 50% perAous area VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Permeable paver w1ite=2,785sf 40%wid 17 depth Pi +s _........_..... ..............+5:18 u _ #.... _._...-- SCALE: 1" = 10' c CALL 48 HOURS BEFORE YOU DIG. -s o 10 2D IT'S THE LAW 5 15 1-800-432-4770 ® COPYRIGHT 2018 BY ENVIRODESGN ASSOCIATES, INC. Know what's below. THIS DRAWING IS PROVIDED FOR INFORMATONAL PURPOSES ONLY, Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS SIGNED AND SBY A REISTEREDISFIIIONAL ENGINEER ENNRWESENC 0 5 z1<1 >z iw owl 0 z aW El W � r-1 GtH C) U� q a� ca w a ;5 c C,2 U Lo Tn E E �ro a aI .D A, V] o O °oO c CJ zw 0) a1U4 N.25 QNv ,Z �OR W �o >mI. [In Z w r\/mowQ�^j' 0 0 U O o N Z ��,'. W w I • Q QN � oaN �i N`a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 7/05/18 JOB NO. 18075 -ENG SHEET NO. 1 OF 4 LOT 18, GULF STREAM COVE I I I (PLAT BOOK 24, PAGE 185) _ -- --- O EXISTING RESIDENCE FLOOR +6.80 I I +5.4 5.3- ul y'I RETAINING WALL AS NEEDED RETAINING WALL AS NEEDE RETAINING WALL AS NEEDED + o ��' BY OTHERS. PROVIDE 4" MIN BY OTHERS. PROVIDE 4" MN BY OTHERS. PROVIDE 4" MIN m +'P FREEBOARD TOP EL = 5.50 ;'.!Erni FREEBOARD TOP EL = 5.5 ....---- FREEBOARD TOP EL = 5.50 �! l_7 -r' -------- -------------- ---------aEurtc -- u + RAIOR� I I yi p V 7 6" PVC 01.07, WITH POP-UP 5.25 4.75 I I/ o . G► ONCRET a ry% CAP / EMITTER 2- D I / �'V - E%I$T AN MATERIAL ASPHAI BASE TO I E EXISTING CONCRETE DWK O I I ) - REMOVED & hi RE EWIT ACED yi J t GLEyN FILLLOCATION MAP l 4-75 0 1 i� 5.505.8e 8i o nRAGe 5.4a N.T.S. z 1 �N m- I 5.00 C OC) 5.75 1 .� I ym 5.00 Oc 12" WIDE H y N 6.22 + I 4 X8" DEE o nCON: E LEGEND: �� :COLLAR H •� \ALUM. RAILING un PROPERTY LINE z \\ '1 �6 00 5.80 t` �,. E = tEX SECTION IDENTIFIER V 5.80 I M TCH EXIST: /.► 4.1 6.52 i :.� 6.15 603 LATE 1 i PLAN PAGE DETAIL PAGE �- PLUG EXIST0 r' �,�\ : %/ ✓ 1 r 1. 6.4 L _ _ _ - C WATER SVC 16.5 PROPOSED ELEVATION F m \/' 6.30 �• - - - - AT MAIN U I \ 6.30 I LO'cIA I 4. ,� ' NI NEW 1.5'• - DIRECTION OF FLOW Z r I • 6'42 +; 3{ SERMC& LINE AND Al EXISTING ELEVATION N RELOC EXISTING + \\ N '`_� I 6.48 �1 5.00 e9 �. METER S SHOWN DENOTES AREA OF PROPOSED I \ PUEXISTMP Tp \ ASPHALT PAVING I \ NEW POOL I NJ630 6.52 , �� 3 i - DENOTES AREA OF PROPOSED BRICK \REMAIN SHALLOW ARE +- + PAVERS SEE DETAIL SHEET 2 - SEE gip, I LANDSCAPE PIANS FOR PATTERN m DENOTES AREA OF PROPOSED POOL ♦ \ + \ 6.42 1 DECK BY OTHERS - SEE LANDSCAPE or1 I �7 PLANS FOR SPECIFICATIONS o 6.5 6.52 vI " 5t.45 5.10 I O NOTE: SEE LANDSCAPE \ EXIST. POOL a 6.45 m 3 - 1 D DENOTES AREA OF EXISTING PAVEMENT I RENOVATED PLANS FOR HARDSCAPE REFER TO 'n m -`O - O AND BASE TO BE REMOVED & MATERIALS &SPECIFICATIONS ♦ %� LANDSCAPE oo I REPLACED NTH CLEAN FILL m ♦ \ DRAwINcs °I �� PROPOSED WATER METER 4 LOGGIA SUN ROOM N $ 1 ^ �o EXISTr AA a 1 EXISTING GATE VALVE 1 5 ➢� 6'� i POOL, EL �\ EXISTiNG If �o ♦ 5.50 = 36.6` l -TORY6.42 8 roav cmu2 m� 1 $ m- ♦ ll STRUCTURE I EXI T ASPHAL I o' n �n 5.50ANd BASE oc A -,j MATERIAL TO JE x N y \\/� IIRECEIVED ��+�y'�`� }Y m A� No p5Eps?,jo 6.52 : 1 m 1 REP ACED WITH ., R gen= h...� "� D CUE N FILL o'"` 4R �ZY m^ii ♦ \ P0.0P FT`tEpP MK \I� ,t V ,"� 18 00o �� 1 <' M TCH EXIST �� ` \ 8 30 , I EL = 34,4 NOTE: SEE LANDSCAPE ♦♦ P+ DDD PLANS FOR BRICK PAVER PATTERNS 4.60, + =' DRAINAGE CALCULATIONS 6" PVC ® 1.0% v to i' Souder Residence -520 Middle Road - Job #18075 '.\ WITH POP-UP EMITTER EXISTING ♦ \`•` OUTDOOR r (' „ _ WATER QUALITY VOLUME: �\e SHOWER BASED ON F.A.C. CHAPTER 62-3028 SFWMD BASIS OF REVIEW L;. _ � nFl. I GIVEN: 4.50 TOTAL SITE AREA 24.x58 sf EXISTING LIFT •P \ STATION TO --- I ROOF AREA ?O:P, sf \ REMAIN 5.00 v� I I WATER SURFACE AREA 2^< sf WATER QUALITY SITE AREA 17127sf (Tolals°e-watxevtece.roore) Z •\ \ �/ n 3 l m WATERQUALfiY IMPERVIOUS AREA 1603sf (W.ID-Area-11-1 m , WA ER Q LITYPERVIOUS AREA 12749sf (WD. sac Arca-Hp rvouc) I \ 5.00 \I rn dL , WATER QDALTfY%IMPERVIOUS 26.9% (Fryervbus/W.Q 9e Area) \\ -4. - - - _-_ ALUM. (RAILING - .>. 4'75 �S ,p REQUIRED STORAGE VOLUME: WET DETENTION VOLUME = 1" OVER TOTAL SITE AREA OR 2.S OVER \ -------------c----' IMPERVIOUS AREA (IF SITE IS OVER 40%IMPERVIOUS, USE 2.6' OVER IMPERVIOUS) y •* / a OVER TOTAL SITE sMETHGD CONI H COMPUTE 1" TAL 5 AREA: ® ®- _� 2030 cf (THI RJLS) .. _RIS ses ax® �g :'s --tea a lin• UTE " . ' )h,Y--/ 0!�W-� -. ,?-y--_-- COMPUTE 2.5 OVER %IMPERVIOUS AREA. 94.93 t' 2. Sin • 0.27 • 24358 = 1364 cf , +468 PER SFWMD SWERP APPLICANTS HANDBOOK VOLUME It. 4.2.1 +4.8] PROVIDE 50% STORAGE FOR RETENTION WATER QUALITY VOLUME • 2030 0.5 = t015 cf +5.06 -+5.09 - - - POLO DRIVE_ - - VOLUME PROVIDE= 1114 Cf +5 GO - +5m23 _ - NOTE: Permeable pacers treated as 50% perAous area VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. Permeable paver w1ite=2,785sf 40%wid 17 depth Pi +s _........_..... ..............+5:18 u _ #.... _._...-- SCALE: 1" = 10' c CALL 48 HOURS BEFORE YOU DIG. -s o 10 2D IT'S THE LAW 5 15 1-800-432-4770 ® COPYRIGHT 2018 BY ENVIRODESGN ASSOCIATES, INC. Know what's below. THIS DRAWING IS PROVIDED FOR INFORMATONAL PURPOSES ONLY, Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS SIGNED AND SBY A REISTEREDISFIIIONAL ENGINEER ENNRWESENC 0 5 z1<1 >z iw owl 0 z aW El W � r-1 GtH C) U� q a� ca w a ;5 c C,2 U Lo Tn E E �ro a aI .D A, V] o O °oO c CJ zw 0) a1U4 N.25 QNv ,Z �OR W �o >mI. [In Z w r\/mowQ�^j' 0 0 U O o N Z ��,'. W w I • Q QN � oaN �i N`a z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 7/05/18 JOB NO. 18075 -ENG SHEET NO. 1 OF 4 N BACKFILL AFTER INSTALLATON OF INLET FILTER INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE WIRESUPPORT - MOULD 6N6", 5/5 GA. 49 A/100 S0, FT. WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES FABRIC GRATE NOT TO SCALE NOTES: 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM, 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 STEEL OR EXTRA STRENGTH FILTER FABRIC WOW POST NEEDED W- T WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH 1, WE INTENT of EROSIDI a0N1RD uBnwRFs wgCATED gUMIULLY ON FILTER FABRIC MATERIAL CAN PUNS 15 TO PROVIDE A BARRIER m CONTAIN SILT AND SEDIMENT ON THE BE ATTACHED TO A 6—INCH (MAX.) PROJECT SIZE THIS REPRESENTATION IS PROVIDED FOR WE CONAUNIENCE OF WE CONTRACTOR. WE LEST OF EROSION CONTROL ERECTVEMESS IS NOT MESH VASE SCREEN WHICH HAS TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE BEEN FASTENED TO THE POSTS �—�� FL^W DRAWNGS AND SPECPTCATDH% BUT BY MEETING WE REGULATIONS SET FORTH BY WE AUTHORITY HAVINGJNRSOICTON OVER WATER WARTY CONTROL SOW AND OWER SEIXMENTATON RESTRICTION REQUIREMENTS IN THE REOON. �- 2. APPROVED EROSION AND SEE NWOL MEASURES SHAAL E INSED �� PRIOR TD ANY CLEMING GRAONGT EXCAVATCN, RMNG. TALL CR OTHER LAND FLOW D5TIRBANCE ACTMTES, EXCEPT THOSE OPERATONS NEEDED TO INSTALL wa MFAwREs. 3. INSPECTON OF ALL EROSION CONTROL MEASURES SIMLL BE CONDUCTED MEEKLY, 10 FT. MAX.SP�RE SUPPORT FENCE OR AFTER EACH RAINFALL EVENT REPAIR, AND/OR —MOT OF wa U— SHALL BE MADE PROMPtt, AS NEEDED. 6 FT MAX. SPACING WITHOUT WIRE SUPPORT FENCE 4. KEEP DUST MTHIN TOLERABUE UNITS BY SPRINKUNG OR OTHER ACCEPTABLE MEANS. 5. ADDITIONAL EROSIDN AND SEDIMENT CONTRQU MEASURES MAY BE REQUIRED NOTES: N1. IF DEEMED NECESSARY BY ONSITE INSPECTION. B. F AE TO PROPERLY INSTALL AND MAINTAIN EROSION —TROL PRACTICES 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). s SHALL RESULT IN C STRUCTON BEING HALTED, 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH 7 NxACF INI£iS SMAu BE PROIEGTm Br FaTER Ax0 wnDm Roar ns PER OF THE BARRIER TO AVOID THE USE OF JOINTS. WLEr PROTECTION DETAL 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION 8. ANY ACCESS ROUtES TO SITE SHALL BE BASED WW MUSNED STONE WHERE AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). MEN EXTRA PRMTCAL STRENGTH FABRIC IS USED WITHOUT THE VIRE SUPPORT FENCE, POST SPACING SHALL NOT R 9. EROSION CGNTROL MEASURES ARE TO BE MAINTMNED UNTL PERMANENT EXCEED 6 FEET (I.8 M). GROUND COVER IS E$TABUSHED. 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES 10 . WIENEVTR FUSIBLE. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 11. ALL ADPN IS TO BE IN CDIPUANCE WTH THE RULES AND REGUUTONS MT 5, WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL Q FORM BY WE STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL PROTECTON BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE AND THE att OF DBRAv BEACH. STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL 12. DISCHARGE M DEWATERING OPERATONE SHALL BE RETAINED ONSITE IN A EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE CONTAINMENT AREA. THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, ia,N AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE _ FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGICNAL Z _ GROUND SURFACE. — 7 O . THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 0 _ 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 0 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. O I W EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 G Z P O GT:I FENCEPOST (WOOD OR STEEL)?-+ FABRIC / 50' MIN. DHNy RUNOFF / O W • DIG 4' WIDE k 4' DEEP)/ 4 TR CH. BURY OM 8' OF FABRIC, AND ANCHOR W/COMPACTED AGGREGATE W 6 µ BACKFILL MATERIAL a a W Cltt / PUBUC ROAD N ^ SILT FENCE SECTION NOT CSCALE ZO W Q E - a a o a PLACE E THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE NOTE: � - ROTATE BOTH POSTS AT F - LEAST 180 DEGREES INA A CONSTRUCTION ENTRANCE SHALL BE N CLOCKWISE DIRECTION TO CONSTRUCTED AND CONTAIN AN AGGREGATE - CREATE A TIGHT SEAL LAYER (FDOT AGGREGATE N0.1), AT LEAST WITH THE FABRIC MATERIAL 6 -INCHES THINK IT MUST EXTEND TO THE F am DIRECTION OF RUNOFF WATERS I-� ` + + WIDTH OF THE VEHICULAR INGRESS AND . tom= n DRIVE BOTH POSTS ABOUT EGRESS AREAMV) pMN 18 INCHES INTO THE -I GROUND AND BURY FLAP z 'O a '�� ATTACHING TWO SILT FENCES m - NOT TO SCALE y U) E 4 STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C ppmE om SILT FENCE INSTALLATION DETAIL D 9.1b oo> W o Sheet 2 of 2 S US m 5;1 <o r/W Q � 0p o r a3o 0 �TW "N RNa DON Vi R n- 4LLN W my W N4 — Z 0 z CALL 48 HOURS BEFORE YOU DIG. W - IT'S THE LAW DRAWN: 1-800-432-4770 B.A.B. SUNSHINE STATE ONE CALL OF FLORIDA, INC. CHECKED: J.A.P. SCALE: 1" = 20' DATE: D - 0 0 20 40 6/26/18 JOB NO. 10 30 18075 -ENG - ® COPYRIGHT 2018 BY ElNMRODE'S1GN ASSOCIATES, INC. E� Know what's YP.IOW. THIS DRAWING IS PROVIDED FOR INFORMATONAL PURPOSES ONLY, SHEET NO. L� dig. SIGNED AND SEALED BY A REGISTERED PROFESSIONAL all before you dig. ENGINEER REPRESENTNG ENNRODESIGN ASSOCIATES, INC. 4 OF 4 I I I I �,• 1 TEMPORARY SMT FENCING (TYPICAL) N I H I I I I � IH 1 F \ i TEMPORARY INLET I� l; PROTECTION (TVP) F � 11 I I I ••\ •• �L--_- __ CONSTRUCTION ENTRANCE I I TEMPORA[Y SILT - LOCATION TO BE DETERMINED BY -CONTRACTOR AS NEEDED 1 I • FENCING +TYPICAL) � � '.. POLO DRIVE—_•—_• ___— t STEEL OR EXTRA STRENGTH FILTER FABRIC WOW POST NEEDED W- T WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH 1, WE INTENT of EROSIDI a0N1RD uBnwRFs wgCATED gUMIULLY ON FILTER FABRIC MATERIAL CAN PUNS 15 TO PROVIDE A BARRIER m CONTAIN SILT AND SEDIMENT ON THE BE ATTACHED TO A 6—INCH (MAX.) PROJECT SIZE THIS REPRESENTATION IS PROVIDED FOR WE CONAUNIENCE OF WE CONTRACTOR. WE LEST OF EROSION CONTROL ERECTVEMESS IS NOT MESH VASE SCREEN WHICH HAS TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE BEEN FASTENED TO THE POSTS �—�� FL^W DRAWNGS AND SPECPTCATDH% BUT BY MEETING WE REGULATIONS SET FORTH BY WE AUTHORITY HAVINGJNRSOICTON OVER WATER WARTY CONTROL SOW AND OWER SEIXMENTATON RESTRICTION REQUIREMENTS IN THE REOON. �- 2. APPROVED EROSION AND SEE NWOL MEASURES SHAAL E INSED �� PRIOR TD ANY CLEMING GRAONGT EXCAVATCN, RMNG. TALL CR OTHER LAND FLOW D5TIRBANCE ACTMTES, EXCEPT THOSE OPERATONS NEEDED TO INSTALL wa MFAwREs. 3. INSPECTON OF ALL EROSION CONTROL MEASURES SIMLL BE CONDUCTED MEEKLY, 10 FT. MAX.SP�RE SUPPORT FENCE OR AFTER EACH RAINFALL EVENT REPAIR, AND/OR —MOT OF wa U— SHALL BE MADE PROMPtt, AS NEEDED. 6 FT MAX. SPACING WITHOUT WIRE SUPPORT FENCE 4. KEEP DUST MTHIN TOLERABUE UNITS BY SPRINKUNG OR OTHER ACCEPTABLE MEANS. 5. ADDITIONAL EROSIDN AND SEDIMENT CONTRQU MEASURES MAY BE REQUIRED NOTES: N1. IF DEEMED NECESSARY BY ONSITE INSPECTION. B. F AE TO PROPERLY INSTALL AND MAINTAIN EROSION —TROL PRACTICES 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). s SHALL RESULT IN C STRUCTON BEING HALTED, 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH 7 NxACF INI£iS SMAu BE PROIEGTm Br FaTER Ax0 wnDm Roar ns PER OF THE BARRIER TO AVOID THE USE OF JOINTS. WLEr PROTECTION DETAL 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION 8. ANY ACCESS ROUtES TO SITE SHALL BE BASED WW MUSNED STONE WHERE AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). MEN EXTRA PRMTCAL STRENGTH FABRIC IS USED WITHOUT THE VIRE SUPPORT FENCE, POST SPACING SHALL NOT R 9. EROSION CGNTROL MEASURES ARE TO BE MAINTMNED UNTL PERMANENT EXCEED 6 FEET (I.8 M). GROUND COVER IS E$TABUSHED. 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES 10 . WIENEVTR FUSIBLE. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 11. ALL ADPN IS TO BE IN CDIPUANCE WTH THE RULES AND REGUUTONS MT 5, WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL Q FORM BY WE STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL PROTECTON BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE AND THE att OF DBRAv BEACH. STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL 12. DISCHARGE M DEWATERING OPERATONE SHALL BE RETAINED ONSITE IN A EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE CONTAINMENT AREA. THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, ia,N AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE _ FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGICNAL Z _ GROUND SURFACE. — 7 O . THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 0 _ 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 0 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. O I W EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 G Z P O GT:I FENCEPOST (WOOD OR STEEL)?-+ FABRIC / 50' MIN. DHNy RUNOFF / O W • DIG 4' WIDE k 4' DEEP)/ 4 TR CH. BURY OM 8' OF FABRIC, AND ANCHOR W/COMPACTED AGGREGATE W 6 µ BACKFILL MATERIAL a a W Cltt / PUBUC ROAD N ^ SILT FENCE SECTION NOT CSCALE ZO W Q E - a a o a PLACE E THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE NOTE: � - ROTATE BOTH POSTS AT F - LEAST 180 DEGREES INA A CONSTRUCTION ENTRANCE SHALL BE N CLOCKWISE DIRECTION TO CONSTRUCTED AND CONTAIN AN AGGREGATE - CREATE A TIGHT SEAL LAYER (FDOT AGGREGATE N0.1), AT LEAST WITH THE FABRIC MATERIAL 6 -INCHES THINK IT MUST EXTEND TO THE F am DIRECTION OF RUNOFF WATERS I-� ` + + WIDTH OF THE VEHICULAR INGRESS AND . tom= n DRIVE BOTH POSTS ABOUT EGRESS AREAMV) pMN 18 INCHES INTO THE -I GROUND AND BURY FLAP z 'O a '�� ATTACHING TWO SILT FENCES m - NOT TO SCALE y U) E 4 STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C ppmE om SILT FENCE INSTALLATION DETAIL D 9.1b oo> W o Sheet 2 of 2 S US m 5;1 <o r/W Q � 0p o r a3o 0 �TW "N RNa DON Vi R n- 4LLN W my W N4 — Z 0 z CALL 48 HOURS BEFORE YOU DIG. W - IT'S THE LAW DRAWN: 1-800-432-4770 B.A.B. SUNSHINE STATE ONE CALL OF FLORIDA, INC. CHECKED: J.A.P. SCALE: 1" = 20' DATE: D - 0 0 20 40 6/26/18 JOB NO. 10 30 18075 -ENG - ® COPYRIGHT 2018 BY ElNMRODE'S1GN ASSOCIATES, INC. E� Know what's YP.IOW. THIS DRAWING IS PROVIDED FOR INFORMATONAL PURPOSES ONLY, SHEET NO. L� dig. SIGNED AND SEALED BY A REGISTERED PROFESSIONAL all before you dig. ENGINEER REPRESENTNG ENNRODESIGN ASSOCIATES, INC. 4 OF 4 i EXISTING CONCRETES BULKHEAD CAP �L SOUTH COVE PROPOSED DOCKS 0-< OF A 4- SPHERE (TYPICAL) GATES TO BE SELF-CLOSING AND SELF -LATCHING (TYPICAL) D "\11 1 W I WET BAR m� LOGGIA 0 NEW SHALLOW O AREA - . o I EXISTING POOL TO REMUN S I LOGGIA lye, O PATO BE — CREATEO WITHIN EXISTING POOL . Q• 1 EXISTING HOG R R S SHOWER \ EQUIPMENT Y OF A 4 ENOWFI TO PROHIBIT THE PASSAGE , SPACED OFA 4' o I ERE (TIPICAL) GATESAT H SELYPIC,4 NG AND SELF-LATGHNG /TYPICAU GATE - PICKETS SPACED CLOSE ENOW14 TO PRO14115IT THE PASSAGE OF A 4° 91- E1 E (TYPICAL) ' GATES TO BE SELF-CLOSING AND SELF-LATCHRY.a (TYPICAL) F EXISTING GARAGE I L EXISTING I -STORY GMU STRUCTURE Ma' EXIST, LIFT STA 96.93' PROPERtt LINE GATE - PICKETS SPACED CLOSE END" TO PROHIBIT THE PASSAGE OF A 4• SPHERE (TYPICAL) GATES TO BE SELF-CLOSING AND SELF -LATCHING (TYPICAL) PAVED Q V I � B Parsee emerlearo/Aveeede Trw s � y I - $' oa. hl (poor rorKtlLlanl I � S' oe. hl (poor condillon) E 9abai pe lmetto/9ebel Pah W oa. Im. (poor condition) F Sabel peliu loBabal Palm EXISTING TREE LIST A Cfusla rosea/Clusle Trw 20' M. x 1V epr. 14' cel B Parsee emerlearo/Aveeede Trw K' M. x 16' spr, 5- cel. C Sabal pa Metto/Sabe1 Pah $' oa. hl (poor rorKtlLlanl D Sabel pelm.eto/9ebel Palm S' oe. hl (poor condillon) E 9abai pe lmetto/9ebel Pah W oa. Im. (poor condition) F Sabel peliu loBabal Palm . (pdlv-) IS'ea. Moor con G Royslonae regia/Royal Pel. 35' A. hL H FnsylvpVls/Sylvester Palm 0 ea. M, e' e.t. relocate I Cocmlobe uvlfera/gee Gape Trw 20' h x 20'.pr, 2 maks, 16' cal. w. J Trlroz redleta/Rriroz Palm 25' oe. M. K Trrlroz redl'"ZZx Palm 25' oa. M. remove L Trrlrox redlate/Relrox P.I. 25' oa. M. a M Beaumrrlea rearvete/Porytall Palm 20' 30' cal. e N Dypsle lulascarls/Areca P m, W' oa. hl x 10' spr. e O Dypsle lutascans/Areca P.I. 16' oa. hL x 10' spr.ov P Dypsle lutsscans/Nate Palm 20' oe. hL x 20'.pr. ova O Dypsle lutmcarn/Nate Peim W' oe. . x 10' epr. K.1 R Coeeoloba uvlrera/Sea Grape Trw 25' M, nu161-t11ek S Roystarzse regla/"al Pel. 60'oa. ht T Coccoloba diverslfolla/Pigeon Plu. 25' M, multi -trek u Cocos nucifora/Gxcr6lt PaW Z.oa. M. V Ceeeelobe uvlfwa/sea Gape 7rw 20' M, m+Kl-Vvk W Coccoloba uvlfere/See Gapa Tr 20' M, eult to k =00- x C0000loba uvifera/8ea Gepe Trw 20' M, nuKl-trek T Coccoloba uvlfre/9sa Gaps Trw 20' M, nuBl-ervk ZCeeoeloba uvlfera/9sa Gape Trw 20' I: =K -tnak AA Cocos ruclrere/Ceeorut Pel. 40' oe. M. AS Dypsle lutescens/Nate Palm 20' oa. M. AC Llg— JapomomN .-Leer Prlvel 16-t .2S -.pr, -IV --k AD Sabal pal_,/Sabal Palm 20' ca. M. 1 -- LEGEND EXISTING TREES TO BE REMOVED I' + I EXISTING TREES TO REMAIN I' 1 EXISTING PALM5 TO REMAIN EXISTING TREES TO BE RELOCATED NEW LOCATION OF RELOCATED TREE$ OPROFYJ9ED PALMS OPROPOSED TREEB project: souder- resicienr-- Jown of gulf stripm 1 flo Ida S! dave lbodker krde "erdlilectlre/*rffg he. 601 n. congress ave., suite 105-a defray beach, Florida 33445 561-276-6311 #LA0000999 sheet title: exisiting tree plan project number: 4118 date: 6-ze-te scale: t^ _ to' drawn by: st revisions: A 0 A 0 0 sheet: NORTH 0 1 of L -'1 3 sheets t4) 3 I tt T.P. L.P. O _ h'^ Q G.V. W J L.P. C -- EXISTING OVERHEAD G POLO DRIVE UTILITY LINES EXISTING UTILITY POLE project: souder- resicienr-- Jown of gulf stripm 1 flo Ida S! dave lbodker krde "erdlilectlre/*rffg he. 601 n. congress ave., suite 105-a defray beach, Florida 33445 561-276-6311 #LA0000999 sheet title: exisiting tree plan project number: 4118 date: 6-ze-te scale: t^ _ to' drawn by: st revisions: A 0 A 0 0 sheet: NORTH 0 1 of L -'1 3 sheets t4) E STING BULKHEAI PLANT LIST smt=- — - - aa AM Ad«,elle neeRlllli 14' oa. M. 9 Chnietmee Pant leaning CN Coope ruclfea 30' ea. M. 6 Ceeenut Palm leaning DL Dypele luteeceie 14' M. x 6' opr. 26 Areca Palm NII b bee., 5 tnrke min ED Elaeocerpue declpiane 10' hL x 5' epr, Ur - Japanese Blueberry IC Ilex ceealrn WK. x 5' epr, 3 Dahoon Nolly 3-.1 AT Jatropha intagerlma 'compacta' 8' M. x 6' epr. I Jatropha Tree standard LI Lageretroatnie Indica Q' M. x 6' epr, 3 Crepe Hyrtl. nut11•trurk W. Magnolia 99 andlflora W' M. x 6' epr, 2 Southern Magnolia PS Pioenla sylvmtris20' CA. ht, 6 NI_te Date Palm e'a.t. matched. Ov QlecuevirgI.M. 16' M. x 0' epr, b Ll—Oak 3' eel. UB Ubdyetl blrurcete 20' CA. ht, 0 Foxtall Palm 13'ct, matllm L ALI AlcanVee Impelalls 3' hL x 3' epr. 1 Imperial Bromeliad BEG Begonia 'engelwlrg' 30° M. x 24' epr. IIB Angelwing BIAS— 24 -- cow Bromeliad 'perfecta' 10' M. x 10' epr, 310 PxFecta 15—,lad 12' oc. CAL Ce4th. zebrine a' M. x 10' epr. 65 Zebra Plana IB' oc. CLU Cbusle guttlfere 6' M. x 24' epr, 24 Oman L.af C4ela 24' oa. CTC Cycae revolute 4' hL x 4' epr, 2 Keg sago DIA Diamila tawanlca 10°I1t X l0" ePr, 50 Bnry lu.baFlex Lily 1S.— FIG Flwe microcarpa 10' ht x 10° epr, 459 Gree) Island IB' o<. FOR Fortviolla margarita 30' M. x 24' epr, 2 Kumgwt b 1. ed In 24" 111. plum glazed pole, one In each pot. Pot col« to be ..I. by Oear. •(4) 6' epr. of Erglieh Ivy to I— planted arovd pelm.te w each pot IXfI Ix«e n«e grant 24° M. x le' m-64 Ix«a 24' oc. LAN LaMene moMerdeMle 'Puple' 0 hL x Is' M— 10 Purple Trailing Lantana l0" oc. LIR Lirlope'evegr— gleet' 12° M. x 12" "1' 201 Giant Llrlape 12' o - L5v Llguelrw sine,.. 'Variegate' 24' hL x IB' epr, 50 Veri.gated Ghlnese P., 24' oc MAN Hendeville app. 5'rlme 20 Herdevllle vine NEO Nooreg Ile 'verve' x 10• ep4 I0' hL 6P, 5 Va Bromeliad 12° oc. OPN Ophlopogon Japonl— 4' M. x 4' epr, 428 H«do Craes 6° — POD Podocerpue macropiyIN. 40' M x 24' epr 31 Pod—P. 24' oa FODI Podoaarpue ma«opVyllw 6' "x 24° epr 60 Podocarpw hedge 24' oma. TRV Tra h loepermum aelaticum 10' ht x W epr, 330 D—F Aslan Jaemme U. ot. ZOTSIA Zoysia NII Reeh eod ae req. Empire zoyela project: soucler resiIqenC� tIIn of IvIf s arra I jd a 601 n. congress ave., suite 105-a delray beach, florida 33445 561-276-6311 #LA0000999 sheet title: pi 3.rltirlC1 plan project numb- 4118 umber:4118 date: 6-20-18 scale: 1" - 1o, drawn by: st revisions: 0 D A 0 A A sheet NORTH 0� L-2 K2 of 3 sheets applWaa Daa,rwte: Ilrw. apactnuUws eM w r:Pmemwae hr wa-Ill gown we pales! dung w wululron. gwrenw aM w pried x per uww A lYr mark spaded by Fn• a«tIw of w apclnulwn eM w w I� earoleu or rune�tl,bu� •4p^r^• »Niel•, •rvlew aM NCIMtae wcweery b coeplala w.wk a. edwld w w Pun aM N w II •a _ ell rrpaumlllt�i«• excldNg ell rg._ad , rya: ncdak Uwab. n Tllr mak WII ppbtle, bA M b IMltd b, NNdrl, w pblb avP atrelrn wY Yiat b4nlllrg, Np. 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Cder,clwr dcl•Kn rot b wM rgwuy WII rot ranaw ti w w 01 w rwpwatbllly IX bn »vial Ir It bbue, felts a Wn ever. a tPro .1-it.wW ,.11.0 venom m I•I err r • raven IX bbmrg, I�IINg w Wnbg our. E]Qarfld wpctlau 4 Ullltlr rAbow Gwd aM ILdwgaedA Tlr.ak row my h.:.. roto, uIWW, .wJl .., ba wtuned b, Imgwbn Pllerr, -1 .M clam •. Tlr bratlw IX .em. of Uro rlWrg wtll{Ir loom bow Idtuud w w Plow. D cwplwlw of w mwk WII wn w NII ad .oma cmplurc. •M aaranlly ml nu paw�r apw.d a � we I.lw R.ro .M epr t �II � iJr• o,ll 'PKh I wah w �iuud wIINIrg I corradm uta rrncvd lery w ra'{ulrw! calplallw w D. Fwl acupl,ru roll rol b glow -1 ell mnlnclW pwldaa res ad canwpbtd by w cwwaa le r•Paced •M lead w b rapl.ld In acccrmroa mIU cwVed Pun eM epctM1utlr. E FMI acc•plarca roll rot b IXlKlel tall eckrcwl.rJgad N omni, by w der a wIr .y.a.rneuma r. w grrawr WII rot b.gN axil w my MI awapav I• ,lest la a partblrplH IbIIINUN ra•perubllleGlrltt�e rol Tlw IVaarylwa tut bu uy a money d orale rrpaelbllnw. a w r�mnclw la �..paarou res w wtw palest plc e. w canrww�r I.�.rpw.rol. res tures" w eM on w lob G nelwawwa Rlw b Rnl Acupluee: ru p Wad eM caul Irvt�i bull MII a 1c�. dr Puw I• r1) Pbm mMwew WII Irctda:trig, wmtrg •deN6 prat,, m.dxg, antwtNg, aper er Ion made,, Ughtw,ig aM ryaVNg of guy. 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De rot dwlvr aM wYll wry mvYl. mhlrh 1• wKlpid u b • nbellUea, bafwa It Ne ban sldmntd wl�td eppwd •e • ed»llluu by w l.eMwp. aW Alw, eel dvrg«, Il cry b w awrad amawt WlVag bwmr w des eM w cemredw homes. w wwutw I. wu.r.d w wu11d w w poJct Hu.iw, ro -.rant 1• mplld vel w Puw au w cawrac �I vrlly w holies w eaepin�ilny or r, .w. by Nrd awvetKn w dfr appopruuttiweww homes. pwrwmrg cry mon. we a r.wB N mcg. w nF•y w pram. anew. tn. caw.dw wl1 xk.. uwogh w.palea to : w res uMrtrl p, t� vw. roc, homes. mak a cwalred N n) w cewr.alw wn car. lendl.0 cup. w repo-. ryuu, w rru. all •wvKr b cry ullltlr a apdeenalualuul arta!» uvlw dlKll xy b rwcr•ary b ba•4 call twine tw.d ll.a W Wryll�elw poovlw •M cpr•u cry mpplrwul t.rpwA11 carer inrnyld w a w IeclnUw II r r -11 rro„rl.g li� ro w tom` porn r row W roll b 1myrepw.Ibu Iw wry aM all w W esu fig ran ger bs• atm w awlt w� Meup awes -e wl1 rraaAtd umladteuy dr la . dclelu w b row ro w r.Kuuw or w mwk w n Wn eWr w eb.tn)etlea II w eb.lruanlen uwd b wlecel.d uew leob. W n :rt M t p,.po..n,ly al.rtpl w u..iti�wr eulny W les.. -r .Idemrt i 4d11s . Raq:r•4 bO. at I.r� actor !test rLO..r.lb.pM wilt, cad rc.lvd by w L,Mwep awucl ,l W V les• pro w w tmr or w rcFrld Inlwnlplwt a lu w11 b w r«penbnny er w cwv.atw w Pravtm w MI dN w w MI awl res punt, •w• ccMowe to =,.a gedw rod n et w P_ .l mIU rbllw to wen, pvNg, beN eWCWr aM alit uu wrdltlara, maw Mlutd eUwlw a w puro. 0. Pun aw N.w b Pevrwl: All plenlrg arr rr.l w p.mwa err, Nah ..,vel rot 'mica w, cub. room. w TDP 6 TIE r11LCe! I8 I INCH B•FLdU THE TOP 611E PasETQIT NEG w a• »woad Wwmtr w w Pbw. Ryareuw. 4 Mab �PWI Loullen: Make w xrk pun mtrYl N(wxllwpnen 11� bier la ruveilwt basad w P rel Edg. w nom •oe cru . mak r« .t We 3m my.. fbl Edge end maw! ell err:be, graeduvar are rlaur bde B) Bpeyng •M Dula,. r.G1lrlF WII w all wawa •Payr, aMlw drUrg IX vel punNg x weed, res awpYu cerlVel IX Pomo eM dlww. 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De race project: saucier resit! nce own of If atream florida �l dava bo r 601 In. congress ave., suite 105-a delray beach, florida 33445 561-276-6311 #LA0000999 sheet title: specifications details, notes project number: 4-118 date: a-za-le scale: ..n. drawn by: m tst ♦ ♦ n sheet L-3 3 of 3 sheets north elevation 5 south elevation west elevation CtlSI t=�It:-,VidIIVI I project: souclet- sicl nce r;to n of Oulf stream Y" florida dave bodker Pepe erdtitechre/dem rg he. 601 n. congress ave., suite 105—a del ray beach, florida 33445 561-276-6311 qLA0000999 sheet title: elevation rendering project number: 4118 date: s—ae—ia scale: a/ie•• — r—o• drawn by: st revisions: 0 0 A 0 A sheet: oaks IL—, 1 of 1 sheets Y. IGENERAL CADDIGxdIB6-16.gxd -- 06/29/2018 -- 10:21 AM -- Scale 1: 260.0000 LR - LOff aE arc- aTcww Nt- 02DM Alt AO RAP - 02DEW RAPRO Ls - LON" A Tp-cavFw7Rvffm&Av G - 017E VALW co -s4vrAar sEUHt asw air +5w-&aA7Dvam oiAGm AUMM ►977DY. 047W ES S2A r 4CAD4 ozomt sliltymeaw am2DO AE($6) 7v P*a AD 0000 Sim wwwWT s 2W AM AL BMW LIO#D AA2L* cmga WRAT.NDsA1ErULm SURD 0719111W 1U CA&fiV 8 Sf W AOMARr9M OV 7W SUNDW US PoOr. R69JMYh%SA9LWA A/EMMLEa Rmw aa.mm WtSAHW E4ga a4 AO'Ed+IAL AID AW -0 DIE W6 AV SARWAX ZNqN MS OP UTOMM R]O79d' jf4CERR URRES' RABWNJ LAW OED !El'1.BX N4TA2ft AXE l451"Zr COWANY SW ACVJM &V AME AW QLFS7WAU RXM4 33M a7ffi r""f i Tos�v 6 PlamMm AM 15708 TOWN OF GULF STREAM RECEIVED < JUL 05 2016 Town of Gulfstream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Architectural Review and Planning Board, Board of Adjustment, and/or Town Commissi Towof Gulf Stream To form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Appli alionthe fr Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File ## 19-10 To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information I.A.1. Project/Owner Name:CUIZZAKO PE61W4 I.A.2. Project Address: 3)IZ GVf 579mm FV 4VGF �MM FL. /3453 I.A.3. Project Property Legal Description: SOT 20 VLF SAM �Po 9 S 4c4nK -•0 --ft NT .WOM IN "T BOO K 1 S pmt 21 45. I.A.4. Project Description (describe in detail, including # of stories, etc.) WOW AN kmpq gPvT - �D cc � A.��W Z•�I� lIu�q Hot1�. w/ z•�� ,��. I.A.5. Square Footage of New Structure or Addition: y �y�� s•F. R,vs 162s.�. oPr*j Mc,�,ar� � Cay. �IJcfl Architectural Style: 13>. I /X -M CoLaPL 1.A.6. Check all that apply: XArchitectural/Site Plan Review X Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) ;( Demolition of Structures ❑ Non-residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section E) 1 1.A.7. (a) Proposed F.F.E.: 11.15 (WA FAMP(.-Type of Foundation: _Mo MgTi C, B. Owner Information I.B.1. Owner Address: 19951 W - Wm tjND (AK� _�.,� - IL. 6005- I.B.2. Owner Phone Number: C041�� • �/frj$ Fax: �i/A I.B.3. Owner Signature: A/";"�/'- C. Agent Information I.C.1. Agent Name and Firm Name: I.C.2. Agent Address: 5 t. ATLA -tc AVE. #303 , POLO g R 334 3 I.C,3. Agent Phone Numb gti� Z Z' 15T5 cell Fax 1.C.4. Agent Signature: Pre -App Date: App Date: Com Date: _ Decision: Official Use Only ARPB Date: Recommendation: TC Date: 9 1""1, ?�_o .— 7- 9 - Application Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be con brief. Attach additional sheets only when necessary and be sure to include the a question number for each response. ase but appropriate and complete A. Project Description and Justification III.A.1. In what zoning district is the project site located? III.A.2. Is the project compatible with the intent of the zoning district? ,Yes ❑ No Explain. 'r is A 41,191,P PAM f uY Ha III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of []No the Comprehensive Plan? XYes Explain. -NE *WAC" ijAu , mv- III.A.4 How are ingress and egress to the property to be provided? 2•t-AIZ GAAIIr_ia As% n.bu i. ,,..4._ . III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage b. Sanitary Sewer c. Potable Water _ G d. Irrigation Water W e. Electricity SP1 f. Telephone U two g. Gas L� `IF "^�►'). h. Cable Television 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.) is DSI �D 1N A VA40 fl (Ti�'NP�It, s1 AND M4 Mmilmi-wrc Ac,n AAh< i,�,..* 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 A1A (North Ocean way? ❑ Yes XNo (If "Yes", section B of this part must be completed.) Boulevard) right -of - IV -A-2. Does the project involve the demolition of one or more structures? Yes ❑ No (If "Yes", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscaped area of a developed lot? XYes ❑ No (If "Yes", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? ❑ Yes XNo (If "Yes", section E of this part must be completed.) "°'RECEIVED -4 IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? JUL 0 5 2018 ❑ Yes ANo (If "Yes", section G of this part must be completed.) Town of Gt.ilfstream, FL Application for Development Approval Form ADA.32000 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? IV.13.2. 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: ___f A IV.B.4. How is the design consistent with the Al Landscape Enhancement Project? 0, 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: N/A C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? 09Ct ToWp CWKL A"u is "lop. IV.C.2. When are the proposed structures to be constructed? _AM36 MU 2018 IV.C.3. What is the landmark status of the structures to be demolished? �ft 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: IV.D.2. Describe the need and justification for the removal/relocation: �� %93 FPH y p 10 M BNWAPM OP lff� -f lRNr A001- CAM RK IP W Mi. T ON sI?� IV.D,3. How is the removal from the project site of vegetation to be mitigated: ft (, *&* 9PTAgyP WI, I MWIRD ID 4!14 Au- DMNS 1Wl 19% As u is alt bd* IV.D.4. How are the remaining and relocated vegetative materi Is tQ be protected and preserved �rinb��the land clearing and constriction activities and thereafter? �I A1Nir.�e, � MIPFN"1(,� $ _MqgWIr (OP `* AND %YP A s1c.T M4 »Qn IV.D.5. What replacement materials are proposed? PLANS "IT cHMP• JUL 0 a l Application for development Approval, Form ADA.32000 PageOw8 of %ulfstrear 1, Fi February 2002 3112 Gulf Stream Road Town of Gulf Stream, FL. 33483 RECEIVED JUL 05 2018 lown of Gulfstream. FL. > 07 _. Jr_ 3112 Gulf Stream Road Town of Gulf Stream, FL. 33483 RECEIVED JUL 05 2018 lown of Gulfstream. FL. LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) - - CHAIN LINK FENCE n. �Z�•��1 o J sa--�-� t _ _-_--r-»-�,��T>•—tet-._. _ _ 1 --4. � � -�-- �.--•---o - — I I a o I ,ago I I m ,2•x12•!4 4.11 BL M N iT 009- - STUCCO GATE - PIERS PANTED ES P. ALU I (TYP) PICKET FENCE- I T- _ A — _ — is G•� O I BUILDING SETBACK LIM� � 1 3 �2' D•AHUfiNRW LI' GASGE RETH '1 SLACK AL.. PICKET FENCE\ TRANS. ELEC. H� VJ I PANEL METER 1 `D 1 I I PRIVADT - - --- _ _ _ a 4 I I I Z _ W __ PI ___ __________ � STUCCO PIE S- '_ NEW 2 ST - Y Ila __-"PAINTED TY I\/ LIQ ® WALK(TYL 1 RESIDENCE z ' I Q w Lu a w `J I ^ rj• m ELE_V_. _= t_1t.76_N." .0 AV.O CI1pp sio w ==--<_MAT_HE%ST,i------- E X _==---EXWALK MCOQUINA O 8 BORDER oo 00cn <Oa LLW' I m 5 — a ,I`OVEREO PORCI( I 1 - r t�QarE ------ STUCCO GATE - c /•�' N - - FrYPR)S PAINTED WALL 2) v .----I __ --____ _ I (211NLINE F_F.E W� I : L. WLEC _.—__— _- NAND. — dl _ 1 I E - - - �aMp„ STONE PAVER PANEL _ PARKING AREA COQUINA ---- OMP r IT rt ' BORDER(TVP) { -J a1 POOL N'I-Sf " ISI 1 LOT 20 tSTUCCO6•.,E-.S D-ry I I S� UCT I — AL MOUNTED b� PERS i' i i F L Co w WLGA6 W H. EDI T PAINTED (TIP) __ I t 1 I Y ¢ 4 D- ; --- Y 1 IT B• - -/ IP. 3H.]s URI 4 PR vA WALL ' I 1 II ( 1ZJ 1'L PAGAS ES.P.ALUM.K -- a j-- — 20'-0`SIDE STREET BUILDING SETBACK LINE Q� w PICKET FENCE ( m S 2 ArvN GATE bk – � E --�= -- ---- 17'-0• SIDE STREET ACCESSORY) F F.E. A STRUCTURE SETBACK LINE ELEOLTDOOR NA.V.V= \ GLAT/ D.STONEPAVER IVES PARKING ARG=2�,�AREA W/ COW INAC.A.=90 T17'1ARC =5, 72' BORDER tlP) \0 C.A. = 90'05A. = 9eD5'50'RADIUS = RADIUS = 10.00' U 1' 136.53' 1 1 1 •48 4'-0 •ry BLACK iPIDNETFENDE MIDDLE ROAD - i � 1 4,— OVERHEAD UTILITY _ --- G.V% +11 - LINES (TYPICAL) — .FY POLE - GROUND LEVEL SITE PLAN SCALE : 1/8" = 1'-0" RECEIVED iUL. 05 2018 own. of Gulfstream, Fl_ SITE VICINITY MAP LEGAL DESCRIPTION LOT 20, GULF STREAM PROPERTIES, ACCORDING TO THE PIAT THEREOF, RECORDED IN PLAT BOOK 18, PAGE 27, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. OCCUPANCY CLASSIFICATION GROUP R3 - SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION TYPE'VB' UNPROTECTED/ UNSPRINKLERED FLOOD ZONE: W WIND DESIGN CRITERIA EXPOSURE CATEGORY: C RISK CATEGORY: II ULTIMATE BASIC WIND SPEED: VULT = 170 MPH (3 SECOND GUST) EO. NOMINAL BASIC WIND SPEED: VASD =132 MPH (3 SECOND GUST) ENCLOSED BUILDING INT. PRESSURE COEFFICIENT, GCPI=-1.0.18 WIND BORNE DEBRIS REGION MEAN ROOF HEIGHT: #'4r A.F.F. APPLICABLE CODES 2017 FLORIDA BUILDING CODE - RESIDENTIAL 2017 FLORIDA PLUMBING CODE 2017 FLORIDA ELECTRICAL CODE 2017 FLORIDA MECHANICAL CODE 2017 FLORIDA ENERGY CONSERVATION CODE 2017 FLORIDA EXISTING BUILDING CODE 2014 NATIONAL ELECTRICAL CODE ZONING DISTRICT: GULF STREAM CORE SETBACK REQUIREMENTS • (WIDTH OF HOUSE EQUALS 63'-10• A 15% = 9'-7•) SITE AREA TABULATIONS OVERALL SITE AREA: 13,574 SO, FT. 13,573 S.F. z .33: 4,479 SO. FT. F.A.R. LOT COVERAGE ALLOWED: 4,479 SO. FT. AREA OF STRUCTURE (UNDER ROOF): 3,505 SO. FT. 25.62% DRIVES, WALLS, PARKING AREAS: 1.519 SO. FT. 11.19% POOL AND DECK AREAS: 963 SO. FT. 7.09% WALKWAYS, STOOPS, A/C PADS'. 294 SO, FT. 2.17% LANDSCAPE AREA: 7,293 SO. FT. 53.73% AREA TABULATIONS 1STFLOOR CLIVING: 2,329 SQ, FT, 2ND FLOOR A/C LIVING: 1,134 SO. FT. POOL CABANA AlC: 138 SO. FT. 2 -CAR GARAGE: 550 SO. FT. COVERED ENTRY: 40 SO. FT. COVERED POOL CABANA PORCH: 286 SO, FT. TOTAL UNDER ROOF: 4,477 SO. FT. OPEN-AIR BALCONY: 162 SO. FT. ADDITIONAL COVERED PORCH AS ALLOWED PER L.D.R. SECTION 70-72(0)'. 162 SO. FT. 2ND FLOOR COVERED AREA = 33.92% OF FIRST FLOOR COVERED AREA FoMoa O0 ❑R[] p 1045 E. ATLANTIC AVE.STE.303 a DELRAY BEACH, FLA. 33483 TELEPHONE 561.272.3535 .E (� 00 U. °° a M M L r-13 � 4*.. \ V 0 LL L) L_ C N 'o ON L (n = 10 E >1 � a =E i ° LEv E« In cnO /a/ &I V♦ N 3 ` M 0 DRAWING: GROUND LEVEL SITE PLAN 7-1-18 SEAL: A R 0014128 REVISIONS: FILE NUMBER: AN N E S A.1 0 AA26GO1638 " o" I I o 136.15' IT I II I ( I I �I i 'i 24'-]" SIDE 8 ILOI G SETBACK LINE 7 I --- NEW 2-STORY II SINGLE-IiA.MTLY 1 Q I I E I - - I I Lu DO o18 I m olDo ~ oj J� W N K/I 9 J " I I I' wm z OPEN BALCONY m K ----' I i 29'-]' SIDE STREET BUILDING SETBACK LINE f I j hl I I I I I I I I I I ' I rr LOT 20 /11 I I / -�- --- — -- -- -- 1 4 --�---- -- -- -- -- -- r 111.48x- 1 MIDDLE ROAD- .— P A V E D I~ OVERHEAD UTILITY - GV LINES (TYPICAL) . % $PHI POLE - SECOND LEVEL SITE PLAN SCALE: 1/8" = 1%0" 'ARCHITECT I z 1045 E. ATLANTIC AVE. STE.303 a DELRAY BEACH, FLA. 33483 d Tcicounuc C[1 a]0 aLaL .E 1(,u co M u— M M L � @ a 4- caCD 0 V O r N o N L) _ t �± CIO m U va • i R C � d C L 'o F DRAWING: SECOND LEVEL SITE PLAN 7-1-18 SEAL: A 1 REVISIONS: FILE NUMBER: N W) E S A.2 A A 26001636 TREMRON'TUSCANY 4x4 SPLIT -FACED ANTICUED PAVER WALK W/CORAL BORDER. PAVER COLOR TO BE'GLACIER' (TYE) TRANS. ES 3 MASTER ! BENCH BE} 'T nNEL E - SUITE 'LAIN �OOK -r----- 1� I _ F - SHELF I 7 - BUILT-IN 7_li _-�- --- -- TR. DISP, DW. WINE BEV. DISP. AHIHY I , HER II I W.I.C. ---------- LIN. --- ----_IDL-.__- Ci '.I GREAT - - LIN. HIS MASTER O IPA6'_4 WIC - KITCHEN ROOM TUB BATH^. - II— C 10'-9' 22' 4" RHEIGHT 13 -2' x T'-4" _ - a x T3 V.D. ELEV 1 --_.-_. ----- - - �JI �— _- ---_ I �� w SHESN d LIN. UP L)- SAFETY BAR rK I (2) INLINE L P. GAS WH. E FLEC PANEL C£MP - COMP COME 4' 0'M1 EOU.I PRIVACY .Al DBL. - GATE PRIVACY WDLL STUDY 12'-0' z 10'-4" - Ira -ri FS FOYER 6'-4' z B'-4' ul STOR LAV- l17Wy'\y1 _4'-0-h BLACK E S.P. ALUM. PICKET FENCE TREMRON'TUSCANY'4=4 COATS JN SEI,ILCOVERED C �- PORCH UTILITY I -F. 25'-0 = 6'-6" I ROLL -DOWN MOSWITO - „ SCREEN (TVP. COV. PORCH) f 18'=36 -DOMINICAN LTPZ CORAL STEPPING ROLL -DOWN STUCCOPIERS- -- STONES(TYP) NSCUITO SCREEN PAINTED(TYP) 11 2'-0'h LOW _ AND SHUTTER (TYP. RETAINING ® POOL CABANA) T COMP / WALL —__.v-- ._ FEE . - i/// I 2 -CAR ^yyLJJ GARAGE w2'-1 D- . 21.-6" 0 _4'-0-h BLACK E S.P. ALUM. PICKET FENCE TREMRON'TUSCANY'4=4 PROPOSED SIMPLEX LIFT STATION - CONTRACTOR TO RECEIVE APPROVAL SPLIT -FACED ANTICUED PAVER DRIVEBPARKING �- OF SHOP DRAWINGS PRIOR TO INSTALLATION i6'x1fi'.5'-0'M1 STUCCOPIERS- i - PAINTED I � (TYP) C' 4' 0"h BLACK E.S.P. ALUM. G PICKET FENCE --r -- - - IIT 20-h LOW 12-=12-=4'-4-h )1 RETAINING WALL STUCCO GATE PIERS - PAINTED (NP) TF— u I STUCCO'=5 STUCCO PIERS PA NTED (TYP) PAINTED - 4'-0-h TREMRON'TUSCANY'D SPLIT PRIVACY PAVER PARCED INGARE AREA WI PLANTER WDLL I ORDER.P CORAL BORDER PAVER / �, COLOR TO 0E'GLAC ER' ITYPI -- DOMINICAN CORAL WALK (TYP) �— PLANTER PRNACY WALL 12-.12-x4 STUCCO PIERS -PAINTED / (TVP) d GATE T -Ii G9TA 16'x16 -x5' -0'M1 ii LTPZ CORAL STEPPING ROLL -DOWN STUCCOPIERS- -- STONES(TYP) NSCUITO SCREEN PAINTED(TYP) 11 2'-0'h LOW _ AND SHUTTER (TYP. RETAINING ® POOL CABANA) T COMP / WALL —__.v-- ._ FEE . - i/// I 2 -CAR ^yyLJJ GARAGE w2'-1 D- . 21.-6" 0 AREA WI CORAL BORDER. PAVER COLOR TO BE 'GLACIER' (TVP) STEP - ELEV.= f _ - 7 - .E -- NA. V.D. STEP L_NA U.C. 1 J REF ICE FIR ------ -- -- - _ -a TORAGE j WALL tfi'xt 6'x5 -0'M1 FOUNTAIN _ MOUNTED i ��ETUCCOPIERS- __ POOL INLINE L.P. PAINTED )TYP) POOL -V GAS WE. — CABANA BEAT - WET DECK _ _ ]3'-0" x 21' o' - •_ __. I I x -- BURIED I y11 1 000 GAL_ 4' 0'M1 BLACK BATMJ PEAP ALUM_ H WC F.F.E. L. TANK 6 /PICKET FENCE -_-- _ - II LAV._ E'FV.= SWIM -OUT BENCH II 1.25' —_ -__. _- _----- -- - NAND. F.F.E. ' ELEV.- NA,VD\ ..V D. DOMINICAN CORAL OUTDOOR POOL COPING AND SHOWER DECK(TYP) 4'-0'h BLACK ES.P. ALUM. f/PICKET FENCE FIRST LEVEL FLOOR PLAN a C- 5 2016 SCALE: 3/16" = V-0" i O ❑■N❑ U FM Ll z 1045E.ATLANTICAVE.STE.303 DELRAY BEACH, FLA. 33483 d PCILDBBBC KEI 919 QCQC I .E m M Do U M M o L �B�FF a 4- \ V Q LL V /0/�� L QV C N ° -,a,AA • N z NV/ m 9+U �a E L O m In L E:e. LL T! r 'o M 0 DRAWING: FIRST LEVEL FLOOR PLAN ,_1.15 SEAL: AR0014128 REVISIONS: F-111BER: N W) E S A.3 AA 26001636— _4'-0-h BLACK E S.P. ALUM. PICKET FENCE TREMRON'TUSCANY'4=4 LATE 12'.12'x4' -4-h STUCCO GATE /POSTS - PAINTED (TYP) SPLIT -FACED ANTICUED PAVER DRIVEBPARKING �- AREA WI CORAL BORDER. PAVER COLOR TO BE 'GLACIER' (TVP) STEP - ELEV.= f _ - 7 - .E -- NA. V.D. STEP L_NA U.C. 1 J REF ICE FIR ------ -- -- - _ -a TORAGE j WALL tfi'xt 6'x5 -0'M1 FOUNTAIN _ MOUNTED i ��ETUCCOPIERS- __ POOL INLINE L.P. PAINTED )TYP) POOL -V GAS WE. — CABANA BEAT - WET DECK _ _ ]3'-0" x 21' o' - •_ __. I I x -- BURIED I y11 1 000 GAL_ 4' 0'M1 BLACK BATMJ PEAP ALUM_ H WC F.F.E. L. TANK 6 /PICKET FENCE -_-- _ - II LAV._ E'FV.= SWIM -OUT BENCH II 1.25' —_ -__. _- _----- -- - NAND. F.F.E. ' ELEV.- NA,VD\ ..V D. DOMINICAN CORAL OUTDOOR POOL COPING AND SHOWER DECK(TYP) 4'-0'h BLACK ES.P. ALUM. f/PICKET FENCE FIRST LEVEL FLOOR PLAN a C- 5 2016 SCALE: 3/16" = V-0" i O ❑■N❑ U FM Ll z 1045E.ATLANTICAVE.STE.303 DELRAY BEACH, FLA. 33483 d PCILDBBBC KEI 919 QCQC I .E m M Do U M M o L �B�FF a 4- \ V Q LL V /0/�� L QV C N ° -,a,AA • N z NV/ m 9+U �a E L O m In L E:e. LL T! r 'o M 0 DRAWING: FIRST LEVEL FLOOR PLAN ,_1.15 SEAL: AR0014128 REVISIONS: F-111BER: N W) E S A.3 AA 26001636— 'IT C ACCESS I DEN �� 6EAT 17 -4- .10 LIN LN BDRM. jjBATH NO.14 SHR. , 13 0 2 BUILT-�NBDRM.NO. 2 BDRM.6' . ,, -6- N0. 3 % - BATH 6 , ,, -6 BAT N0. 4� NO. 3 �J OPEN BALCONY -6of - I SECOND LEVEL FLOOR PLAN SCALE : 3116" = V-0" i mnmom FINE] U EIM 11 S 1 1045 E. ATLANTIC AVE.STE.303 a DELRAY BEACH, FLA. 33483 PELEPHONE 561.272.9595 Y W N J x 0 Z L Z J Y a� w N 0J ll LIQ > a� aw n QO a w Q " Luz ~ �W J H 0 in ° LL J D _ 0 �0 o(13) LL •E m M co u- m M L = � O a N 00 � N L •r m co � E V as E • L o R �� LL 2 w M 50 0 C L co 3 E - DRAWING: SECOND LEVEL FLOOR PLAN 7-1-18 SEAL: AR0014128 REVISIONS: FILE NUMOER: A. N W E S A.4 AA26001638 d 4EQ. SPACES12 w 12_- - - _--_---_ fl L .fl y 9 EQUAL SPACES TIN �I IL 1L A rvr II Ir _ I - 2'-0' 0— 12 _ O 12 R le I 8r- I - f -2 B. O H. - �L —_-- -- - _If--R--i --i- mll -7'. - - --7-- n II I it EQUAL SPACES 9 EQUAL SPACES V 6 EQUAL SPACES 1 LINE OF BALCONY 9EQUAL SPACES BELOW O I I 9 EQUAL SPACES J ROOF PLAN SCALE : 3116" = V-0" p DONE U AM El 1 1045 E'ATLANTIC AVE.STE.303 DELRAY BEACH, FLA. 33483 TELEPHONE 561.212.9595 �E U. co M U. M v O U. N 'o N L • L0 OC s •� L O R Il 1° w '� Q% w ti -:5 - LD o VI ` M I- -DRAWING: ROOF PLAN 7-1-18 SEAL: AROD14128 REVISIONS: FIIE NUMBER: N E S A.5 AA26001638 3 EOE S _PACES 8 EpUAL SPACES 21 EQUAL SPACES 6 EQUAL SPACES -_�_- LLry orL-`I-_L--I�__-1_- 1 2'-0" --- - - _ PARAPET O.H. m d I O.H... a rvr �R ISO -H 2 O OHI a 12 12 g z -0 O mF - _ L2 U IS J... _. __-_ _ __.-�_____ SOH._ a 12 12._Q _ rn v 12 - 12 �B 2'.0 ar H. O.- A ,P�' - i CRICKET I BELOW �r Nr r �` / - n Q CRICKET I-_- BELOW L'[. J 'I < �" PJ4' L-� --- - - �r STONE ENTRY ¢ _ 2 - RIDGE 12 Jr RIDGE RIDGE 12 -12 J- R ' RIDGE SURROUND O -- B I LL -dl J. rvL PARAPET 2.0'. tQ L O.H aQ CRICKET BELOW CRICKET -� 'L 'L n 1- 12 ` BELOW12 ____- �__—_ j-- 's a pr,,2 ae wD -- - - --- w - - w PARAPET d 4EQ. SPACES12 w 12_- - - _--_---_ fl L .fl y 9 EQUAL SPACES TIN �I IL 1L A rvr II Ir _ I - 2'-0' 0— 12 _ O 12 R le I 8r- I - f -2 B. O H. - �L —_-- -- - _If--R--i --i- mll -7'. - - --7-- n II I it EQUAL SPACES 9 EQUAL SPACES V 6 EQUAL SPACES 1 LINE OF BALCONY 9EQUAL SPACES BELOW O I I 9 EQUAL SPACES J ROOF PLAN SCALE : 3116" = V-0" p DONE U AM El 1 1045 E'ATLANTIC AVE.STE.303 DELRAY BEACH, FLA. 33483 TELEPHONE 561.212.9595 �E U. co M U. M v O U. N 'o N L • L0 OC s •� L O R Il 1° w '� Q% w ti -:5 - LD o VI ` M I- -DRAWING: ROOF PLAN 7-1-18 SEAL: AROD14128 REVISIONS: FIIE NUMBER: N E S A.5 AA26001638 518' 2 -COAT SMOOTH STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) TYPICAL T FINISH FLOOR HEIGHT ELEV. = Y-0' (REF. ONLY) ELEV. = -11'-9' N.A.V.D. PAINT LEGEND P1P4 _� Ps) p] I0a PEAOY Mlx SATIN IN ATIN A FINISH P2 (soFH�. Fasc sooo. Tarn) P5 Rsl -SM- PBRA RST-RXI FLAT PRE -FAB. CONC. CHIMNEY P3oes)IOAES) IX ATN PB SH ADVMIx-RATIN pg ( EAATHE"1ENEBvooSTAN AND IIN[NCKSi ATN CAP W/SLICK FINISH - (EXTERIOR A.U11111 11-1 AllPAINT TO MATCH STUCCO COLOR (TYP) lI sNERwlu WILLIAMS woo0 cLAsslcs SERIES courancTOB ToaBovloE 4.4 wnLL snInPLEs(z LocaTlousl FOR nPPRovaL RAISED 4 -STEP SMOOTH All CL'IEDIPI ".FIVE T, coni PRoiMERPnNO (2E CIOATBAPNT " UNLEBe A—VEo OT.CRWI.E ITIM I STUCCO BANDING - PAINTED (TVP) TOP OF ROOF HEIGHT 518'2 -COAT SMOOTH >IB'tM1 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTC, E.S.P. DECORATIVE INSET 2-STE1 RAISED LATH ON 518' EXT. GRADE PLYWOOD 12" 'BERMUDARMUDA SMOOTH' - ULTRA W HITS - COLO THROUGH SLURRY FLAT CONCRETE P❑ OVER WD. FRAMING - PAINTED (TYPICAL) \\I TOP OF ROOF HEIGHT N TILE ADHERINPOLYG UNDASS RLPOLYSTICKMEET TU PLUS' SELF ADHERING UNDERLAYMENT OVER 30# ELEV.A.F.F. FEITT T.T.TOSIB" GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD - t2- EXPOSURE WHITE BORAL ROOFING 'BERMUDA Q TRUSSESITYP) RAISED SMOOTH STUCCO - STUCCO FINISH - PAINTED-� SMOOTH' - ULTRA WHITE - OR SS RRY RETE STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) (TYIP) PAINTED (TYP) STUCCO FINISH - PAINTED INSET LOUVER ALUM. GATE WI (PRIMER PLUS 2 HANDLE AT -54ABV. GRADE -THROUGH POLYSTICKAT POLYS TU PLUS' T L TU PLUS' TILE W/ HANDLE AT ♦54' A.V. GRADE (TYP) 4 A 6 545 CLEAR CEDAR IMPACT RESISTANT O.H. GARAGE DOOR (TYP) ENT SELF ADHERING UNDERLAYMENT OVER 3D# A HERINGLUND -•' OUTRIGGERS -PAINTED (TYPICAL( SI FE LTT.T.TOGRADE PLYWOOD CHEHE D TO PRE -FAB WOOD SHEATHING ATTACHED ROOFBEARING HEIGHT I TRUSSES (TYP) ELEV. _ X21'-10' A.F.F. CONTINUOUS COPPER ELEV.-+1t t0 -AFF 2 -STEP RAISED SMOOTH STUCCO HEADER - PAINTED (TYP) A LOW ROOF BEAR NG G �.- s 4 A 6 S4SCL C - 'T ELEV.-�1D-O'A.FF OUTRIGGERS"1I B�2_ SECOND FLOOR H EIGHT )1}' - (TYPICAL)§- (TOP OF SLAB( ELEV.=�11'-10'AFF. "� iI N.ICUS� 9P'ER CC""T LOW ROOF BEARING FGT. Y ELEV. =*10'-O'A.F.F. - II LUCEj P X11 518' 2 -COAT SMOOTH STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) TYPICAL T FINISH FLOOR HEIGHT ELEV. = Y-0' (REF. ONLY) ELEV. = -11'-9' N.A.V.D. PAINT LEGEND P1P4 _� Ps) p] I0a PEAOY Mlx SATIN IN ATIN A FINISH P2 (soFH�. Fasc sooo. Tarn) P5 Rsl -SM- PBRA RST-RXI FLAT PRE -FAB. CONC. CHIMNEY P3oes)IOAES) IX ATN PB SH ADVMIx-RATIN pg ( EAATHE"1ENEBvooSTAN AND IIN[NCKSi ATN CAP W/SLICK FINISH - (EXTERIOR A.U11111 11-1 AllPAINT TO MATCH STUCCO COLOR (TYP) lI sNERwlu WILLIAMS woo0 cLAsslcs SERIES courancTOB ToaBovloE 4.4 wnLL snInPLEs(z LocaTlousl FOR nPPRovaL RAISED 4 -STEP SMOOTH All CL'IEDIPI ".FIVE T, coni PRoiMERPnNO (2E CIOATBAPNT " UNLEBe A—VEo OT.CRWI.E ITIM I STUCCO BANDING - PAINTED (TVP) TOP OF ROOF HEIGHT 518'2 -COAT SMOOTH RE WHITE SO—ROOFING E.S.P. DECORATIVE INSET 2-STE1 RAISED PS 12" 'BERMUDARMUDA SMOOTH' - ULTRA W HITS - COLO THROUGH SLURRY FLAT CONCRETE P❑ - ZPS STATIONARY E.SP, N TILE ADHERINPOLYG UNDASS RLPOLYSTICKMEET TU PLUS' SELF ADHERING UNDERLAYMENT OVER 30# INSET LOUVER ALUM. DBL, GATE FEITT T.T.TOSIB" GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD - ROOF BEARING HEIGHT ELEV. _ •21'-10 ' A.F.F. Q TRUSSESITYP) RAISED SMOOTH STUCCO - STUCCO FINISH - PAINTED-� -) STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) (TYIP) PAINTED (TYP) STUCCO FINISH - PAINTED INSET LOUVER ALUM. GATE WI (PRIMER PLUS 2 HANDLE AT -54ABV. GRADE M H W/ HANDLE AT ♦54' A.V. GRADE (TYP) 4 A 6 545 CLEAR CEDAR IMPACT RESISTANT O.H. GARAGE DOOR (TYP) SHUTTER (TYP) -•' OUTRIGGERS -PAINTED (TYPICAL( SI SECOND FLOOR HEIGHT - I ALUMINUM SHUTTERS (TYP) -COATS) - TYPICAL TYP)o (TOP OF SLAB) - CONTINUOUS COPPER ELEV.-+1t t0 -AFF DRIP EDGE(TYP) A LOW ROOF BEAR NG G �.- s - 'T ELEV.-�1D-O'A.FF DIEGO MT —ALL MOUNTED 2'M1 RAISED SMOOTH STUCCO CAP -RUBBED LANTERN W/FACTORY PAINTED (TYP) BRONZE(TVP) Oo 5/8' 2 -COAT SMOOTHS STUCCO FINISH - PAINTED j (PRIMER PLUS 2 -COATS) TYPICAL I _ LL P1 _ 1 FI_NISM FLOOR HEIGHT _ - R-E-LEV.-G'-0"(REFONLY) ELEV. = -11'-9' N.A.V.D. -.--- ]l8"IM1 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTC. LATH ON 518' EXT. GRADE PLYWOOD OVER WD. FRAMING -FAINTED (TYPICAL) 4 6 545 CLEAR CEDAR OUTTRIGGERS -PAINTED (TYPICAL) CONTINUOUS COPPER - DRIP EDGE (TYP) IT EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' -ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 30# FELT T.T. TO SIB' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRI 11 - PRE -FAB. CONC. CHIMNI CAP W/ SLICK FINISH - PAINT TO MATCH STUCC COLOR(TYP) / STUCCOBANDING- / PAINTED (TYP) INSET COPPER LOUVER WITH 2'M1 RAISED �] STUCCO SILL (TYP) STATIONARY E.S.P. DECORATIVE INSET LOUVER ALUMINUM SIDE AND BAHAMA SHUTTERS(TYP) _- WHITE FACTORY PAINTED 1-1fi'x5'AT PIER W/ 5/8"IN 2 -COAT SMOOTH STUCCO FINISH AND RAISED CAP - PAINTED (TYP) 2-M1 RAISED SMOOTH STUCCO CAP - PAINTED (TYP) 518' 2 -COAT SMOOTH STUCCO FINISH -PAINTED (PRIMER PLUS 2 -COATS) TYPICAL WHITE FACTORY PAINTED - PRE -FAB. CONC, FRETWORK CUSTOM IMPACT RESISTANT DOMINICAN CORAL 2 -STEP RAISED STATIONARY E.S.P. DECORATIVE IMPACT RESISTANT B CAP WI SLICK FINISH- MAHOGANY INSET LOUVER SURROUND (TYP) SMOOTH STUCCO SILL INSET LOUVER ALUMINUM SIDE WINDOW (TVP) PAINT TO MATCH STUCCO ENTRY DOOR W/ SIDE - PAINTED (TYP) AND BAHAMA SHUTTERS (TYP) COLOR(TYP) LIGHTS - STAINED(TYP) 12' EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' - ULTRA W RITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 300 FELT T.T. TO 518' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSESITYP) 2T RAISED SMOOTH STUCCO CAP - 2 -STEP RAISED SMOOTH PAINTED (TYP) STUCCO SURROUND-\ PAINTED ITYP) S EAST ELEVATION SCALE: 3116" = 1'-0" ALONG GULF STREAM ROAD 5/8' 2 -COAT SMOOTH STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) DECORATIVE WALL MOUNTED - TYPICAL LANTERN W/ FACTORY FINISH - OIL RUBBED BRONZE (TYP) INSET COPPER LOUVER WITH 2-M1 RAISED PRE -FAB. GONG. FRETWORK STUCCO SILL (TYP) 8 CAP W/ SLICK FINISH - PAINT TO MATCH STUCCO COLOR (TVP) _ E.S.P. DECORATIVE INSET _ LOUVER ALUM. BAHAMA SHUTTER ITYP) PRE -FAB. CONC. CHIMNEY �r CAP W/ SLICK FINISH - �, PAINT TO MATCH STUCCO WHITE FACTORY PAINTED COLOR (TYP) IMPACT RESISTANT WINDOW (TYP) RAISED STEP BANDING STUCCO BANDING - PAINTED (TYP) P5 _ -- - -- ---- 2T RAISED SMOOTH STUCCO BANDING - 1� PAINTED ITYP) 1 P2 ��. - ]I8"iN 3 -COAT SMOOTH STUCCO I.. �� ,,. l lOel ❑ - - FINISH OVER PAPER -BACKED MTC. LATH ON 518- EXT. GRADE PLYWOOD P OVER WD. FRAMING PAINTED (TYPICAL) PAINTED (TVP) ' E PS I ❑ III ll� REECFFIVED i 12 d 4 fi S4W1$IAR CEDAR 518'2 -COAT SMOOTH ? x OUTRIGGERS PAINTED E.S.P. DECORATIVE INSET 2-STE1 RAISED PS C NT 1 ,'$' PER P❑ - ZPS STATIONARY E.SP, 5/8'2 -COAT SMOOTH POWDER COATED SELF-CLOSING INSET LOUVER ALUM. DBL, GATE STUCCO FIN ISH - PAINTED - 5/8.2 -COAT SMOOTH�., Q - STUCCO FINISH - PAINTED-� -) STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) (PRIMER PLUS 2 -COATS) TYPICAL STUCCO FINISH - PAINTED INSET LOUVER ALUM. GATE WI (PRIMER PLUS 2 HANDLE AT -54ABV. GRADE S EAST ELEVATION SCALE: 3116" = 1'-0" ALONG GULF STREAM ROAD 5/8' 2 -COAT SMOOTH STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) DECORATIVE WALL MOUNTED - TYPICAL LANTERN W/ FACTORY FINISH - OIL RUBBED BRONZE (TYP) INSET COPPER LOUVER WITH 2-M1 RAISED PRE -FAB. GONG. FRETWORK STUCCO SILL (TYP) 8 CAP W/ SLICK FINISH - PAINT TO MATCH STUCCO COLOR (TVP) _ E.S.P. DECORATIVE INSET _ LOUVER ALUM. BAHAMA SHUTTER ITYP) PRE -FAB. CONC. CHIMNEY �r CAP W/ SLICK FINISH - �, PAINT TO MATCH STUCCO WHITE FACTORY PAINTED COLOR (TYP) IMPACT RESISTANT WINDOW (TYP) RAISED STEP BANDING STUCCO BANDING - PAINTED (TYP) P5 _ -- - -- ---- 2T RAISED SMOOTH STUCCO BANDING - 1� PAINTED ITYP) 1 P2 ��. - ]I8"iN 3 -COAT SMOOTH STUCCO I.. �� ,,. l lOel ❑ - - FINISH OVER PAPER -BACKED MTC. LATH ON 518- EXT. GRADE PLYWOOD P OVER WD. FRAMING PAINTED (TYPICAL) PAINTED (TVP) ' E PS I ❑ III ll� REECFFIVED i 12 d 4 fi S4W1$IAR CEDAR 518'2 -COAT SMOOTH ? x OUTRIGGERS PAINTED E.S.P. DECORATIVE INSET 2-STE1 RAISED PRE -FAB. CONC, FRETWORK C NT 1 ,'$' PER T( D lsYr#45r) STATIONARY E.SP, 5/8'2 -COAT SMOOTH POWDER COATED SELF-CLOSING INSET LOUVER ALUM. DBL, GATE W RaMoom p❑ENO Ut'w❑p�� [❑[ CT I rc 1045 E. ATLANTIC AVE.STE.303 a DELRAY BEACH, FLA. 33483 x TELEPHONE 561.272.3535 W 3" U 0: I x H F ? J 0: 12-xt2--4T O GATE a0 _= PIER W/ 5/8-N, 2 -COAT SMOOTH ST—C FINISH F AND RAISED CAP - 0. G PAINTED (TYP) (L W a0 a W F aN wz J �- o cn ° N POWDER COATED SELF-CLOSING 518'2 -COAT SMOOTH FACTORY FINISHED MIAMI E.S.P. DECORATIVE INSET 2-STE1 RAISED PRE -FAB. CONC, FRETWORK 10' RAISED SMOOTH 2 -STEP RAISED SMOOTH 518.2-COATSMOOTH STATIONARY E.SP, 5/8'2 -COAT SMOOTH POWDER COATED SELF-CLOSING INSET LOUVER ALUM. DBL, GATE STUCCO FIN ISH - PAINTED DADECOUNITY APPROVED LOUVER ALUM. BAHAMA SMOOTH STUCCO SILL 8 CAP WI SLICK FINISH- STUCCO HEADER- STUCCOSURROUND- STUCCO FINISH - PAINTED (PRIMER PLUS 2 -COATS) DECORATIVE INSET LOUVER STUCCO FINISH - PAINTED INSET LOUVER ALUM. GATE WI (PRIMER PLUS 2 HANDLE AT -54ABV. GRADE M H W/ HANDLE AT ♦54' A.V. GRADE (TYP) (PRIMER PLUS 2 -COATS) - TYPICAL IMPACT RESISTANT O.H. GARAGE DOOR (TYP) SHUTTER (TYP) - PAINTED (TVP) PAINT TO MATCH STUCCO COLOR (TYP) PAINTED (TYP) PAINTED (TVP) - TYPICAL ALUMINUM SHUTTERS (TYP) -COATS) - TYPICAL TYP)o / ^ 0 SOUTH ELEVATION Oo SCALE: 3/16" = 1'-0•' ALONG MIDDLE ROAD LL •E cuco M U- M M L = � O 4y#� O 4v O LL N o' �✓ � D3 AV a Lo CC Ir � G E LLti Q1 i � C7 M -5 c VI ` M F0 DRAWING: EXTERIOR ELEVATIONS T-1-18 SEAL: AR0014128 REVISIONS: FILE NUMBER: A. N E s 12 -EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH' - ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASE POLYSTICK TO PLUS' SELFADHERING UNDERLAYMENT OVER 3011 FELT T.T. TO 5I8 -EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TYP) TOP OF ROOF HEIGHT 4 x 6 S4S CLEAR CEDAR ELEVA. F. F. OUTRIGGERS -PAINTED (TYPICAL) - CONTINUOUS COPPER _ - DRIP EDGE (TYP) ROOF BEARING HEIGHT I 2 -STEP RAISED SMOOTH ELEV. =x21'-10{' A.F.F. 41s STUCCO SURROUND - t ('-- PAINTED (TYP) C! GaR1, WHITE FACTORY PAINTED �yi ( IMPACT RESISTANT j WINDOW ITYP) ". Y/ 4 x 6 S45 CLEAR CEDAR �f � Fy OUTRIGGERS -PAINTED SECOND FLOOR HEIGHT=1� 1./''/{IE(r1'yy (TYPICAL) (TOP OF SLAB( ti�-fi FT(Y-/��,}`y eF ELEV.-+11'-10}-A.FF i�lEI 1 CONTINUOUS L LOW ROOF BEARING HOT_ E-1� AE a `� COPPER DRIP ELEV. = xI0'-O-A.F.-S 1'� ^-.- ? 1- EDGE (TYP) - i P2 p4 2 -STEP RAISED SMOOTH STUCCOSURROUND - PAINTED (TYP) PS ❑ P 1 WHITE FACTORY PAINTED 1/' { IMPACT RESISTANT ,I WINDOW (TVP) P4 P3 FIN SH FLOOR HEIGHT ELEV. 0' -O -IR EF. ONLY) ELEV. = x11'-9' N.A.V.D. PAINT LEGEND PI IsnMoor Ds ucco, X.C.wgrERTA.U.) P4 ISI Eesl P] 000rt�-- 1-02 REAov.MIX SATIN P2 (oFFlai. Fnscu. oui �ooxEas Avo wo iT IMI 5 OR FETA GREEN IW",iTE.SOVE-�'1-0e'-F T P5 snFlsnurrERsl PB IaAILING3 ANO FAEIw ILA P3 IN P6 v.MIA.s 111 P9 E%ERIOR AwN11+uN wlrxiDows o� Doonsl Ar IGus*�N MArvE -1 DOOR AND SDE-Nr.R*srly K PRE -FAB. CONC. CHIMNEY CAP WI SLICK FINISH - PAINT TO MATCH STUCCO COLOR (TYP) RAISED 4 -STEP SMOOTH STUCCO BANDING - PAINTED ITYP) 12 17 10 2-T RAISED SMOOTH STUCCO CAP - PAINTED(TVP) ]18'tN 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTL. LATH ON 518' EXT. GRADE PLYWOOD OVER WD. FRAMING - PAINTED /(TYPICAL) 4, 6 34S CLEAR CEDAR OUTRIGGERS -PAINTED /(TYPICAL) CONTINUOUS COPPER J DRIP EDGE (TYP) 518 -2 -COAT SMOOTH STUCCO FINISH -PAINTED `(PRIMER PLUS 2 -COATS) TYPICAL 12 BF_ 12' EXPOSURE WHITE BORAL ROOFING 'BERMUDA SMOOTH'- ULTRA WHITE - COLOR -THROUGH SLURRY FLAT CONCRETE TILE ON'POLYGLASS POLYSTICK TU PLUS' SELF ADHERING UNDERLAYMENT OVER 309 FELT T.T. TO 5I8' EXT. GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD TRUSSES (TVP) 4 x 6 S4S CLEAR CEDAR +} 2 OUTRIGGERS PAINTED -" =-I (TYPICAL)1ry IC, CONTINUOUS COPPER YYY DRIP EDGE (TYP) 2 -STEP RAISED P2 SMOOTH SIB- 2 -COAT SMOOTH STUCCO STUCCO FINISH - PAINTED SURROUND- (PRIMER PLUS 2 -COATS) TYPICAL PAINTED(TYF) - ❑ 1 P IP J J� 518- 2 -COAT SMOOTH 2 -STEP RAISED WHITE FACTORY WHITE FACTORY PAINTED STUCCO FINISH -PAINTED SMOOTH STUCCO SILL PAINTED IMPACT IMPACT RESISTANT DOOR (PRIMER PLUS 2 -COATS) - PAINTED (TYP) RESISTANT WINDOW (TYP) -TYPICAL (TYP) PRE -FAB. CONC. CHIMNEY snALL TAI.. sPAINTF.IN wILLIAus�wooD CLAS_ IS coviagcrolN IRI N TO PaovIDE 4.4 wALL SAMPLES(. LocgUovs�Foa APPaovA�o sE MANURAciva[o sv CAP W/SLICKFINISH - PAINT TO MATCH STUCCO L COLOR (TVP) vE (tI CGAT PRIMER AND Iz) COATS _'I UNLEss APpaovsD I `ISE (rvP ). TOP OF ELEV. =x29'-5' ROOFBEARINGHEIGHT ROOF HEIGHT A.F.F. ELEV. = x21-103-A.F.F. RAISED 4 -STEP SMOOTH STUCCO BANDING - PAINTED (TYP) ]/B'IM1 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTL. LATH ON 5/B -EXT, GRADE PLYWOOD OVER D. FRAMING - PAINTED (TYPICAL) 4 , 6 S4S CLEAR CEDAR OUTRIGGERS - PAINTED (TYPICAL) CONTINUOUS COPPER DRIP EDGE (TYP) 2-N RAISED SMOOTH STUCCO CAP - PAINTED (TVP) r a STATIONARY E.S.P. DECORATIVE INSET LOUVER ALUMINUM SHUTTERS (TYP) WEST ELEVATION SCALE : 3116" = V-0" 12',12'14 -4'M1 GATE 6 PIER W1518-th 2 -COAT SMOOTH STUCCO FINISH 'f AN RAISED CAP - PAINTED (TYP) POWDER COATED SELF-CLOSING INSET LOUVER ALUM. GATE WI I —HANDLE AT x54 -ABV. GRADE T (TVP) C E W E Ail 0, 5 2018 12' EXPOSURE WHITE BORAL ROOFING DECORATIVE WALL MOUNTED 'BERMUDA SMOOTH' -ULTRA WHITE- 518 -2 -COAT SMOOTH LANTERN WI FACTORY COLOR -THROUGH SLURRY FLAT CONCRETE STUCCO FINISH -PAINTED FINISH - OIL RUBBED TILE ON'POLVGLASS POLVSTICK TO PLUS'(PRIMER PLUS 2 -COATS) BRONZE(TYP) SELF ADHERING UNDERLAYMENT OVER 309 - TYPICAL FELT T.T. TO 5/8- EXT, GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD 2 -STEP RAISED SMOOTH TRUSSES (TYP) INSET COPPER LOUVER WITH - RAISED STUCCO SURROUND - RAISED SMOOTH STUCCO SILL (TYP) PAINTED (TVP) ST STUCCOCAP- 2-STEP RAISED SMOOTH PAINTED (TYP) STUCCO SURROUND - WHITE FACTORY STATIONARY ESP. PAINTED (TYP) PAINTED IMPACT DECORATIVE INSET LOUVER RESISTANT WINDOW ALUMINUM SHUTTERS (TYP) _ (TVP) 12' EXPOSURE WHITE BORAL ROOFING 12 518.2-COATSMOOTH 'BERMUDA SMOOTH'-ULTRAWHITE - i - — _ STUCCO FINISH - PAINTED COLOR -THROUGH SLURRY FLAT CONCRETE (PRI MER PLUS 2 -COATS) -- -TYPICAL TILE O DHERINGLASS NDRLYSTICKMENT TO PLUS SELF ADHERING UNDERLAYMENT OVER 309 FELT T.T. TO EXT. GRADE PLYWOOD - -_ -- SHEATHING ATTACHED TO PRE -FAB WOOD __ -- - T RAISED SMOOTH TRUSSES(TYP) S — - -- -- -- iucco BANDING- PAINTED (TYP) P2DECORATIVE WALL MOUNTED P1 p LANTERN WI FACTORY , P5 — I -- PLAN OIL BED BRONZE (TYP) PS i CJ _ = 1319 4 x 6 S4S CLEAR CEDAR -- _ OUTRIGGERS - PAINTED 2 -STEP RAISED 4 x fi S4S CLEAR CEDAR ❑7� ` d(�d El {� SMOOTH STUCCO SILL OUTRIGGERS - PAINTED - PAINTED(TYP) y (TYPICAL) - - - CONTINUOUS COPPER Yv1I DRIP EDGE (TYP) P2 CONT. P3 P2 -i 2 RAISED SMOOTH COPPER - STUCCO CAP- ( DRIP EDGE (TYP) I■p P6 .- PAINTED (TVP)■ p�l h PS I I P4 PS I=J L� 2 -COAT SMOOTH ' POWDER COATED SELF-CLOSING -'"'a r RAISED RAISED t0'RAISEDSMOOTH SECOND FLOORHEIGHT 4♦, (TOP OF SLAB) �'fpy I St Y yyyyyy�� y1. DOMIRI SURRO T ELEV. _ ♦11 -103' A.F.F. LOW ROOF BEARING HGT._ I j ras4, 1, ELEV. = x10-0-A.F.F. i 9 I� 16-x16'.5 0'M1 PIER W/ 5IB-th 2 -COAT SMOOTH PAINTED IMPACT RESISTANT WINDOWS STUCCO FINISH - PAINTED 5TUCCO FINISH AND RAISED CAP - PAINTED (TYP) 2'M1 RAISED SMOOTH STUCCO CAP - PAINTED (TYP) IISH FLOOR HEIGHT - I ._ _y - - PI +FFI-N- E' LE V. = O'-0' (REF. ONLY .A, ) ELEV. = x11'-9- NV.D. RAISED 4 -STEP SMOOTH STUCCO BANDING - PAINTED (TYP) ]/B'IM1 3 -COAT SMOOTH STUCCO FINISH OVER PAPER -BACKED MTL. LATH ON 5/B -EXT, GRADE PLYWOOD OVER D. FRAMING - PAINTED (TYPICAL) 4 , 6 S4S CLEAR CEDAR OUTRIGGERS - PAINTED (TYPICAL) CONTINUOUS COPPER DRIP EDGE (TYP) 2-N RAISED SMOOTH STUCCO CAP - PAINTED (TVP) r a STATIONARY E.S.P. DECORATIVE INSET LOUVER ALUMINUM SHUTTERS (TYP) WEST ELEVATION SCALE : 3116" = V-0" 12',12'14 -4'M1 GATE 6 PIER W1518-th 2 -COAT SMOOTH STUCCO FINISH 'f AN RAISED CAP - PAINTED (TYP) POWDER COATED SELF-CLOSING INSET LOUVER ALUM. GATE WI I —HANDLE AT x54 -ABV. GRADE T (TVP) C E W E Ail 0, 5 2018 12' EXPOSURE WHITE BORAL ROOFING DECORATIVE WALL MOUNTED 'BERMUDA SMOOTH' -ULTRA WHITE- 518 -2 -COAT SMOOTH LANTERN WI FACTORY COLOR -THROUGH SLURRY FLAT CONCRETE STUCCO FINISH -PAINTED FINISH - OIL RUBBED TILE ON'POLVGLASS POLVSTICK TO PLUS'(PRIMER PLUS 2 -COATS) BRONZE(TYP) SELF ADHERING UNDERLAYMENT OVER 309 - TYPICAL FELT T.T. TO 5/8- EXT, GRADE PLYWOOD SHEATHING ATTACHED TO PRE -FAB WOOD 2 -STEP RAISED SMOOTH TRUSSES (TYP) INSET COPPER LOUVER WITH - RAISED STUCCO SURROUND - RAISED SMOOTH STUCCO SILL (TYP) PAINTED (TVP) ST STUCCOCAP- 2-STEP RAISED SMOOTH PAINTED (TYP) STUCCO SURROUND - WHITE FACTORY STATIONARY ESP. PAINTED (TYP) PAINTED IMPACT DECORATIVE INSET LOUVER RESISTANT WINDOW ALUMINUM SHUTTERS (TYP) _ (TVP) 12' EXPOSURE WHITE BORAL ROOFING 12 518.2-COATSMOOTH 'BERMUDA SMOOTH'-ULTRAWHITE - i - — _ STUCCO FINISH - PAINTED COLOR -THROUGH SLURRY FLAT CONCRETE (PRI MER PLUS 2 -COATS) -- -TYPICAL TILE O DHERINGLASS NDRLYSTICKMENT TO PLUS SELF ADHERING UNDERLAYMENT OVER 309 FELT T.T. TO EXT. GRADE PLYWOOD - -_ -- SHEATHING ATTACHED TO PRE -FAB WOOD __ -- - T RAISED SMOOTH TRUSSES(TYP) S — - -- -- -- iucco BANDING- PAINTED (TYP) P2DECORATIVE WALL MOUNTED P1 p LANTERN WI FACTORY , P5 — I -- PLAN OIL BED BRONZE (TYP) PS i CJ _ = 1319 4 x 6 S4S CLEAR CEDAR -- _ OUTRIGGERS - PAINTED 2 -STEP RAISED 4 x fi S4S CLEAR CEDAR ❑7� ` d(�d El {� SMOOTH STUCCO SILL OUTRIGGERS - PAINTED - PAINTED(TYP) y (TYPICAL) - - - CONTINUOUS COPPER Yv1I DRIP EDGE (TYP) P2 CONT. P3 P2 -i 2 RAISED SMOOTH COPPER - STUCCO CAP- ( DRIP EDGE (TYP) I■p P6 .- PAINTED (TVP)■ p�l h PS I I P4 PS I=J L� 2 -COAT SMOOTH ' POWDER COATED SELF-CLOSING r ' GATE r RAISED RAISED t0'RAISEDSMOOTH WHITE FACTORY r / SIB -2 -COAT SMOOTH r 1 - 518' - T T POWDER COATED SELF-CLOSING 2 COP SHOO H G STUCCO STUCCO FINISH - PAINTED INSET LOUVER ALUM. GATE PIER l 518-t PIER 2 -COAT SMOOTH STUCCO SMOOTH smODT SMOOTH STUCCO STUCCO HEADER - PAINTED IMPACT RESISTANT WINDOWS STUCCO FINISH - PAINTED CURVED STANDING SEAM t6a2 COPPER WHITE STATIONARY E.S.P. STUCCO FINISH - PAINTED INSET LOUVER ALUM. DBL. GATE (PRIMER PLUG 2 -COATS) HANDLE AT x54' ABV_ GRADE E lR STUCCO SED CO FI- SILL -PAINTED HEADER -PAINTED PAINTED (TYP) AND DOORS (TYP) PRIMER PLUS 2 -COATS) � ROOF (TVP) IMPACT RESISTANT DOOR TI RESISTANT DOOR (PRIMECAL R PLUS 2 -COATS) HANDLE x54' ABV. - TYPICAL (TYP) AN RA AND RAISED CAP - (TVP) (TVP) TYPICAL ALUMIN SHUT ERS (TYPW7 (ryp) gLUMINUM SHUTTERS (TYP) ) GRADE (TYP) PAINTED (TYP) NORTH ELEVATIONP SCALE: 3116" = 1'-0" w PEA 0] N U Iq1FAS ! yp� lIFP II❑P I4I A R� 1 U I Y lS `6 II 1 1045 E. ATLANTIC AVE.STE.303 a BFIRIY RFirN FII R3dRR •�W U- M �^ M Y � O /4�8 LF •V _� I a) O " N 00 N L Qi = m tC U21 0 a. m •� L oA I, E ILL 2 W r 3 DRAWING: EXTERIOR ELEVATIONS 7-1-18 SEAL: AR0014128 REVISIONS: FILE NUMBER: N E S Al AA2eB91fi3e� 3054 GULF STREAM ROAD (EXISTING) MIDDLE ROAD --k-o- -w 3112 GULF STREAM ROAD (PROPOSED) 3120 GULF STREAM ROAD (EXISTING) 3121 POLO DRIVE (EXISTING) STREETSCAPE ANALYSIS DRAWING SCALE: V = 10'-0" ALONG GULF STREAM ROAD 71VED i i -Ji— kJ 1, 5 - ALLEY 3112 GULF STREAM ROAD R.O.W. (PROPOSED) INS-lm=jwl STREETSCAPE ANALYSIS DRAWING SCALE: V = 10'.0" ALONG MIDDLE ROAD EMU 0 ❑::❑ h R C K E C f 1045 E. ATLANTIC AVE. STE.303 DELRAY BEA(H, FLA. 33483 TELEPHONE 561.212.9535 E m m CO u- m 0 LL N 0 r m m E a. V)c ff m E m LL 2 LD r o DRAWING: PRELIMINARY GROUND LEVEL SITE PLAN 7-1-18 SEAL: A R 0 0 1 41 2 8 REVISIONS: FILE NUMB— A08 A.8 AA 26001638 EAST ELEVATION ALCl G1 HfiEAll M� E-LEVATION r. congress ave., suite 105–c delroy beach, Florida 33445 561-276-6311 #LAO000999 sheet title: elevation plan project n."b"' 2318 date: 07/05/2018 - - 1/8" – 1'-0- -drawn I� b y: st revisions: A A 0 A sheet - 1 —1 1 of 4 sheets vtl OWWEA U1ILITT LINESS (�WICAL)L -- G.V. POLE LEGEND ` \ dave bodker A EXISTING TREES TO BE REMOVED EXIST— TREES TO BE RELOCATED delroy beach. 33445 Lim' _ ?4> + EXISTING TREES TO REMAIN ( ) NEW LOCATION OF RELOCATED TREES S sheet title 0 '5' .s /—\ 2 plan • � EXISTING PALMS TO REMAIN O PROPOSED PALMS n project mbe V 2318 OPROPOSED TREES EXISTING TREE LIST A Plumerle rubre/Freriglpenl 25' MI z 70' epr., 8' cel. relocate B Delmlz regla/Royel P.1-1 a ]5' M. x 40' epr., 6" cel. r C Delonlz reglaiRoyal POlnclane 75' M. z 35'.p,, W" ml. D Rayetonee regieiRoyel Pelm 40' M. rmr,cve. pro)ect oahnizzaro I eside� e c,k FI A ` \ dave bodker A landscape , chRechre/pkm9 ho. 607 n. congress a -a —tc 105 eflonda delroy beach. 33445 Lim' _ ?4> 54LA00 F6�:.a �i a 9 l �FLA0000999 099q S sheet title 0 '5' .s existing tree 2 plan re A`ES, - i n project mbe V 2318 date o�/Ds/zone scale V o drawn bye hb A re v�sions� A 0 NORTH sheet AN L--2 2 of 4 sheets OVERHEAD LINES (=ICAC) 1 —]I-� POLE PLANT L IST 5YM BOTANICAL/COFP.CN NAME SPECIFICATIONS gL_ AM3 Adonrdie merlllll 1)' o.. M, I Trrple Clrbtmee Pet. t, Fla 11,k BB Dahlnla blakeerla IS' M. x S• epr, 2 Hong Kort' Orchid 35"tdl. CI Citru. epp. 6' M. x 3' epr. I # ree Llme T— CI' Ohre, C'" 6' epr, I # C—Pal ult Tree 1. cel. Cl2 Curl» epp. 6' M. z 3' epr. I # Lemon T- 013 Cltrue epp. l0' M. x 5' epr. I # Orange T— ED Elas.cerpue declplme B' M. x 3' epr., 4 Japanese Blueberry conical HS Hibl.eua app. B' hl. x S' epr., tandard, 3 Htbi.cu, Sterxlerd owner to select variety JN 'atropb ht, x 5' epr, I Jatrophd Standard etenaard KI1 Kunqu+t epp. 3' hl. x 2' epr., etd. with (6) Ig Tanta` 2 Kunquel mpo wdme la In P dla.oF—C), tsav 1.lett eFvlter calor se tet met MG Hegnoll+ grendlrlore 13' ht. x 6' epr., 6 Magnolia 3" cel. F5 Phemlz sylvesule 15' CA., thln trwk. Mtched apeclmm 7 591veat- Palm N'13 Veltchle nxenlgoexryena 22' o.. ht. triple truck 2 Trlpla M—Agomay Palm ul6 Wool 'Id bifurcate 15' c.t. metcF»d ,peclmm 4 Foxtell Palm Arohontoph—z alexandrae Alex+nd,. Pa. ANN Amu. le b" pole 116 Imp.tima 12" o.c. DEG 15 g9 -1e od-11a 'Alba' 24" ht. z 15" epr., 53 ,,, to Begonle Ia• C.. 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I SPP 5pe thoglolti, pllcata Dowd Qrhid 10" hl. x 10" epr, Il TOP Top 'I 2 Conical Topiary c�M, I TRIP Traclaloepmnml aelatloan Df Aslan . 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[? •fit pcwbll: 9cn..anW rvWw w•rr_n sl w D.p.rw.x a,°9M W x mqy w•_y W �Wrt I c•d Pcn 6a w nr. papvarw �w rwMuer � row.l wn b a w P- wrrw.y.d r wqn wn rt robe. •y.rgu.. w ecu p �yer ue4pWn,wer>r lrw,wwr. w man �rnu.ravr�.�.�.rrd.rdowew•� w PeJwt ww.a.wy r. w er.d.e w w l.nwe.Pa R w.•y wawavano ayrb • ppr�•trruw�i � eY>9� •iwluQ rrw tea pwrg w r a erg pier b pbtrrgrw w� pelf � • ar rwug aura q ---.wl d..g..nl b r�u D. �� Irl row b�w.plw.y ,row P w Pu.tb r w Pelcotr b r.wnuu v wpwuy .b a.Gug. er p wrw«y�yylbeu. crowd •ppm uy> eqn.. r. r. orr_ r w pun avid u ew.ap ere.. b e� r _ pawr.th« u w bI ewN or a, ywexg.ro rw«e •oIl wry�w raver. n,�nwerg n w.v"ya+rn°.n Baur nrw. vrrgw buraeww•ycir �srei error �.re wna.a.,�nw. w. .rpl�m.et pIF�. inguina uI ur ora W w tern wy w.Fg w rt rrJ •ngruw cyte Ir ora r• w n.eavc rrµrl uuou rberrig err bayeM rtia ururg arrrr d ay..ug w yrw, Ir w. u naryiw uv Yrg wr p_Ie6 voJ•a. «nyr.�rwwbb`�,w /:: yw.n rr .ppewe res r, a.n w Dww.nw wI b`•J art...., r�P°rm�w wrw.«g ori a:d, � rrm«g.ro,nw«g o�y.re u+rFe mon b y u r_aw 4•e w wy.e ug. � d err w u aewaur. res w rrrr� wrm>`.•`grµir. bn�ww •ot u seg. Herr ndr a .. p.n� luawupc awwt mon b ux.nr par u rl �re^•^9 •y rJv Pr^`cJ rb trr•x.g. W Pa awtct ay suct b b Prw.w Nry .yP_.gweuwlg « nrxe. w ora. �wtb wtYy lre.up. aw.ra m• eche II .ppy mon ururwr a arecenD M1arrr ru,Yw4 � T. art 4Cnmr. 6 IER•cREin col l�Em rUnC Sob coot pL.t�D rbxJ(nre,LL AYo'. L'Pwerel,m RIVM uarE_ A n . elwEn nE.r°a ,o iREE Twaeu ,o pr ode ct, c . nniz2 a si enc stream, fl e f a ,a r�lA i Jabodker va 601 n. congress ava.. surto 105-D delray beach.florlda 33445 561-276-6311 &LAOOOOg99 Sheet tltler specifications details, notes Pro,lact numbarr 2318 dater o]iosizo]e scale) drawn by, nlmb 5 ons 0 0 0 D .haat. L-4 4 of 4 sheets I I I I EXIST EL=111.2 LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) IL - 1LO-2 6.75 136.15' +10.5 MATCH EXIST EL=±10.3 IL-1 9'00 6.75 +9.3 TAUARax � I GIVE!:. TOTAL SITE AREA sl RIPER` I S AREA ar •a a o PL SS.S -. Q 70LF-12" HDPE / +3OLF-12" HDPE NY -0-3 2 3 P Acr,;v.JLATEO RaI'iFP.L_ 10.75 0 0.07. I` s.00 1 a 6.75 11.Q 118 MAT C$EXIST Q - ` EL= }1�.3 Ic. •, 1DM1 n - �I _ 0.7 3 - +10.2 V = A'O 12 = 2 et PRE -v POST-0EVELOPMENT24+10UR 3YEAR RETURN STORM EVENTVO UME IP21 ; 15LF-8" HDPE 11 2 I J \1\ - PRE v 4 2 32 ago c1 �I � T 0 0.5% 3 I � REQUIRED VOLUME= = C'1 PROVIDED VOLUME= YRO:i - 0'=AF4, SEE-LTRATKKI OALCU11IG',S EXIST WATER SERVICE - 35LF-12" HDPE 1 CONTRACTOR TO CONFIRM WITH 1 I 0 0.0% CITY SIZE &MATERIAL ARE NEW 2 -STORY SUFFICIENT - RELOCATE METER TO PROPERTY LINE SEE DETAIL o 7 ours SHEET 4 s �+ RESIDENCE 10.75 00 $ - 6.75 rn c� RNI91 BOON HDCMT ELEV l +II.7S' N.AV D. O ROOF LEADER (.Al. E%ISTNG) 4a_.cc), 4 S0 1 tOLF-12" 3 11.0 00.0% MATCA I MIST 1.2wamED '. EL=± 2 PaeCH 11.2 11.3 20LF- HDPE 3 2" PERF 0.0% 0 0.5%" HDPE ®0.5% _ F.F.E. El KAND, x � ®O I� 1 +11.2 13 111111 +10� 1 40LF-8" HDPE II 25LF 2HDPE - a 0.0 , 0.8 LOT 20 0.7 38LF-12" 3 0.9 0 0.0% I .9 11.6 /11.2 D B 1JO +9.31 +9.57 G.VI ♦M NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS NYLo-a +11.4 ZMATCH EXIST EL=111.2 LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) IL - 1LO-2 6.75 136.15' +10.5 MATCH EXIST EL=±10.3 IL-1 9'00 6.75 +9.3 TAUARax PRE GIVE!:. TOTAL SITE AREA sl RIPER` I S AREA ar •a a o PL SS.S -. Q 70LF-12" HDPE / +3OLF-12" HDPE .1 = 1357a LI G - RI:' FF = 1 .025,^_ 1- NON-SA-URATED TRENCH DEPTH.F-. = 3 P Acr,;v.JLATEO RaI'iFP.L_ SATURATED TRENCH DEPTH IFT) = 0 0.07. 1 s.00 1 POST PRE S= 5 L T E'"< E IGJS ISE 11.Q A E EPER% :'K' E'ATION - S ER T$ E ELS Tb ' = Q Di T'S TEST E = 4R II ��JI T E WAiES IT -3F IT11, = Ic. •, 1DM1 n - �I _ 0.7 +9.5 + +10.2 V = A'O 12 = 2 et PRE -v POST-0EVELOPMENT24+10UR 3YEAR RETURN STORM EVENTVO UME IP21 119 15LF-8" HDPE 11 2 ISLE -8" HDPE J \1\ - PRE v 4 2 32 ago c1 �I 0 0.5% 0 0.5% RUNOFF FROF' I-VOLULIE 11 PRE OST SYR RLv10FF V OL 111, E a'S ct REQUIRED VOLUME= = C'1 PROVIDED VOLUME= YRO:i - 0'=AF4, SEE-LTRATKKI OALCU11IG',S ROOF LEADER ROOF LEADER 35LF-12" HDPE 1 1 I 0 0.0% NEW 2 -STORY SINGLE FAMILY o 7 ours RESIDENCE 10.75 1.2 - 6.75 RNI91 BOON HDCMT ELEV l +II.7S' N.AV D. ROOF LEADER (.Al. E%ISTNG) ROOF LEADER tOLF-12" HDPE 00.0% 1.2wamED '. 11.2 PaeCH 11.2 11.3 0 0.5%" HDPE ®0.5% _ F.F.E. KAND, x � 11.0 +11.2 111111 +10� 40LF-8" HDPE POOL,' ® 0.5% 0.8 LOT 20 0.7 0.9 .9 11.6 /11.2 D B FFE DRAIN 10.14 -11LF-8" HDPE 0 0.5% . (.)J - MATCHEXIST EL=±9.8 `651_F-12" HDPE 00.0% ❑ ❑ ❑ ❑ ❑ F. 1106 111. 4& - 3141 - +10.45 MIDDLE ROAD +10.48 _ MATCH EXIST EL=*10.2 +1044 I I + + + I ATCH EXIST L=±11.2 iOMATCI`t` ST EL=:,&7 1 1 I CANNIZZARO RESIDENCE -7117 GULF STREAM ROAD GULF STREAM REOUPED VO UME. 1 PER GULF STREA11 A1.cl "1.11 till 2<m 11 Der v, s1elm e.enr all- '..:'cii O I PRE GIVE!:. TOTAL SITE AREA sl RIPER` I S AREA ar •a a o PL SS.S -. Q VIOUSAREA sr USDA SCS RUNOFF EOUATION: a _ .1 = 1357a LI G - RI:' FF = 1 .025,^_ 1- NON-SA-URATED TRENCH DEPTH.F-. = 3 P Acr,;v.JLATEO RaI'iFP.L_ SATURATED TRENCH DEPTH IFT) = FI 190 00 �I s.00 1 POST PRE S= 5 L T E'"< E IGJS ISE 1 A E EPER% :'K' E'ATION - S ER T$ E ELS Tb ' = Q Di T'S TEST E = 4R II ��JI T E WAiES IT -3F IT11, = Ic. •, 1DM1 n - �I _ ry �'{w + 618 ^. 911 s5 s L91 1C9n + r V = A'O 12 = 2 et PRE -v POST-0EVELOPMENT24+10UR 3YEAR RETURN STORM EVENTVO UME IP21 119 LL 2,t J - PRE v 4 2 32 ago c1 �I '23 nr syr PRE VS. -1- E E' RJ'.I F F D (11'1 11, 11 TOTAL VOLUMES. RUNOFF FROF' I-VOLULIE 11 PRE OST SYR RLv10FF V OL 111, E a'S ct REQUIRED VOLUME= = C'1 PROVIDED VOLUME= YRO:i - 0'=AF4, SEE-LTRATKKI OALCU11IG',S MATCH EX ST EL=*9.4 1 1 I +1o.24 -MATCH EXIST EL= ±10.5 - 01L +10.27 _. J NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS NOTE: SEE L&NDSCA-PEF-1 AT TIME OF CONSTRUCTION AND PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO PATTERNS ENVIRODESIGN ASSOCIATES, INC. . L 4 ) 5 2' t S, DRAINAGE CALCULATIONS 4Ii11 APl:.-ns.asY A- W, IMTRTpora I CANNIZZARO RESIDENCE -7117 GULF STREAM ROAD GULF STREAM REOUPED VO UME. RESIDENCE -3112 GULF STREAM RD - EDA PROJECT #18078 PER GULF STREA11 A1.cl "1.11 till 2<m 11 Der v, s1elm e.enr all- '..:'cii O I PRE GIVE!:. TOTAL SITE AREA sl RIPER` I S AREA ar •a a o PL SS.S -. 13574 - ... R_ VIOUSAREA sr USDA SCS RUNOFF EOUATION: a _ .1 = 1357a LI G - RI:' FF = 1 .025,^_ 1- NON-SA-URATED TRENCH DEPTH.F-. = 3 P Acr,;v.JLATEO RaI'iFP.L_ SATURATED TRENCH DEPTH IFT) = FI 190 00 HYDRAULIC CONDUC^:'IN ICFS:FT:-FT HEAD. = 1%.10' OR K = POST PRE S= 5 L T E'"< E IGJS ISE A E EPER% :'K' E'ATION - S ER T$ E ELS Tb ' = II R 5 1 Di T'S TEST E = 4R II ��JI T E WAiES IT -3F IT11, = Ic. •, 1DM1 n SOIL T tSE PER S7Wt 0 BASIS OF 2" -C -TIC = s = =2S- 618 ^. 911 s5 s L91 1C9n I:OTE T>•E'.G-L VOLUME FOR RUNOFF FROM FIRST INCH OF RAINFALL P1), D= 0091 V = A'O 12 = 2 et PRE -v POST-0EVELOPMENT24+10UR 3YEAR RETURN STORM EVENTVO UME IP21 119 ONEN REOURED3GRACE P EZ . ERE 11 CA' '•RI CAT. E' 2,t ,SOA SLS RUNOFF ELATIOIF 0 ROVE - PRE v 4 2 32 ago c1 '23 nr syr PRE VS. -1- E E' RJ'.I F F D (11'1 11, 11 TOTAL VOLUMES. RUNOFF FROF' I-VOLULIE 11 PRE OST SYR RLv10FF V OL 111, E a'S ct REQUIRED VOLUME= = C'1 PROVIDED VOLUME= YRO:i - 0'=AF4, SEE-LTRATKKI OALCU11IG',S CONSIRMATIYIFORMULA. NOTAPPUCAELE• STANDARD FORMULA APPLIES) = V = NIA K(1HDu-Du' • 2HDN • (1.39 x 10''I wD, STANDARD TRENCH DETAIL - RSFER TO ENGINEERING PLANS FOR ACTUAL SPECIFICATIONS EF _ T- PP PF 3.CO - E TfiTI>t c..TT - I OAPSE RO<H M- +.00 Site+ LOCATION MAP N. T. S. 0 IIII1��w1' PROPERTY LINE A SECTION IDENTIFIER PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION -�- DIRECTION OF FLOW ,Al EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED POOL DECK BY OTHERS - SEE LANDSCAPE PLANS FOR SPECIFICATIONS PROPOSED CATCH BASIN DENOTES 12" PERF HDPE PIPE IN 4' WIDE X 3' DEEP ROCK TRENCH _ -M EL= 5.75) NYLO-1 STRUCTURE TYPE -NUMBER S 00 RIM ELEVATION 3.50_j INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HDPE HIGH-DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER ♦ PROPOSED FIRE HYDRANT x EXISTING GATE VALVE C, 0. SANITARY SEWER CLEANOUT T SINGLE SANITARY SERVICE WITH l CLEANOUT Know what's below. 0811 before you dig. CALL 48 HOURS BEFORE YOU DIG, IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' 5 15 © COPYRIGHT 2018 BY ENMRCOESIGN ASSOCIATES, INC. THIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES. INC. o s i Q Ow OW OLL 0 I� z� a W Q zQ xQ W I�.I � W 1 0 W F` IF" -I I --I � Z C5 Ha Z� C�2 a U 0o C_� F -I N F � �o C V of 028 dao4 Fp 0091'z`D O W.I >U1m F'ao W¢ o0 Pq, Z W wa,< -n • Q 2N D4 LLan W m.. W N� a z w DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 18078 -ENG SHEET N0. 1 OF 5 4Ii11 APl:.-ns.asY A- W, IMTRTpora I CANNIZZARO RESIDENCE -3112 GULF STREAM RD - EDA PROJECT #18078 L - LENOTH OF TRENCH REO'D IP- OLUNIE TO BE TREP TED IAG tt= 0'.t 'rV = TRENCH'WID'H FTI = a H= DEPTH TO `,,ATER-ABLE(FT, = 6 Dv= NON-SA-URATED TRENCH DEPTH.F-. = 3 Ds = SATURATED TRENCH DEPTH IFT) = K= HYDRAULIC CONDUC^:'IN ICFS:FT:-FT HEAD. = 1%.10' OR K = = O."c' STANDARD FORMULA: v L c N(IW+2Hpu-01' � 2/E1s) • (1.19 S 10-') wDu = 16.25 FEET CONSIRMATIYIFORMULA. NOTAPPUCAELE• STANDARD FORMULA APPLIES) = V = NIA K(1HDu-Du' • 2HDN • (1.39 x 10''I wD, STANDARD TRENCH DETAIL - RSFER TO ENGINEERING PLANS FOR ACTUAL SPECIFICATIONS EF _ T- PP PF 3.CO - E TfiTI>t c..TT - I OAPSE RO<H M- +.00 Site+ LOCATION MAP N. T. S. 0 IIII1��w1' PROPERTY LINE A SECTION IDENTIFIER PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION -�- DIRECTION OF FLOW ,Al EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED POOL DECK BY OTHERS - SEE LANDSCAPE PLANS FOR SPECIFICATIONS PROPOSED CATCH BASIN DENOTES 12" PERF HDPE PIPE IN 4' WIDE X 3' DEEP ROCK TRENCH _ -M EL= 5.75) NYLO-1 STRUCTURE TYPE -NUMBER S 00 RIM ELEVATION 3.50_j INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HDPE HIGH-DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER ♦ PROPOSED FIRE HYDRANT x EXISTING GATE VALVE C, 0. SANITARY SEWER CLEANOUT T SINGLE SANITARY SERVICE WITH l CLEANOUT Know what's below. 0811 before you dig. CALL 48 HOURS BEFORE YOU DIG, IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' 5 15 © COPYRIGHT 2018 BY ENMRCOESIGN ASSOCIATES, INC. THIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES. INC. o s i Q Ow OW OLL 0 I� z� a W Q zQ xQ W I�.I � W 1 0 W F` IF" -I I --I � Z C5 Ha Z� C�2 a U 0o C_� F -I N F � �o C V of 028 dao4 Fp 0091'z`D O W.I >U1m F'ao W¢ o0 Pq, Z W wa,< -n • Q 2N D4 LLan W m.. W N� a z w DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 18078 -ENG SHEET N0. 1 OF 5 0 5 a ~'0 4 a g XN Xm ow CIOO � LT4 '4 W Q W Q a NQ W zo E- TL�FE.� V CIO 1 4 a V (o V CIO E.z F am co1a N N UC o� my! Fp 0'U' Z om 0> W �° -5 U) o m`aooa z�vo z W w I va • Q DIN a 4a�n W m W n� a z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 1BOX78-DTL SHEET NO. 2 OF 5 MATCH EXISTING EXISTING GROUND DRIVEWAY WIDTH OR 12' MIN. DITCH WIDTH (W) + 4' SURFACE RESTORATION �{ / �. y\ % i m2 REMAINING BACKFILL PLACED AND / COMPACTED PER APPROPRIATE SAW CUT 12" SEE TVP, SECTION FOR NEW BASE AND ASPHALT WHICHEVER IS GREATER 24• MAX. WIDTH (2 -WAY) R/W - UNLESS OTHERWISE •I SHOWN ON PLANS SAWCUT FINISHED (TVP.) SURFACE JOINT SURFACE j SPECIFICAT DNS.(SEE NOTE 5 BELOW) 6' MAX. SIZE SCORED\� SCORED OR SAW CUTQU AW -CUT \ 18" MAX. LIFT. JOINT fi' SIDEWALK (}000 P, S.I. SIDEWALK rz -r \ EXPANSION CONCRETE) (6" GONG) EXISTING EX ST. ASPHALT JOINT W N 10' ( ) D IVEWAY TVP. 12• DITCH 12" t''.• 12 _ \ GRANULAR BACKFILL PLACED AND "y5`v, ASPHALT &BASE TO BE REMOVED. REFER TO PAVEMENT REPLACEMENT BASE JOINT DETAIL RT 7.1 (W) y COMPACTED TO 983 MAX. DENS TY t.. PER AASHTO T-180 7/8' MAX. -\MAXI,•; SEE TYPICAL BACKFILL DETAIL CU 2.1 FOR COMPACTION ..12 ,SZ>12 .., MAX..Jx \ AGGREGATE SIZE 6- MAX. UFT. \ `*• /� ' NEW CONSTRUCTION PAVEMENT JOINT NOTE: LOP DIA. VARIES REQUIREMENTS. > \` BEDDING MATERIAL COMPACTED THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY (SAME AS POSE OF ROADWAY) AVEMENT \\' AA 983 MAX. DENSITY PER AASHTO T-180. APPUCASEN OR CONSTRUCTED WHERE PROPOSED PAVEMENT AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT AND 1•_�� VARIES I,•`1,_0 -y/ BASE. (TYP.J 1, REPLACEMENT BASE TO BE AT MIN. 4. ALL DISTURBED PAVEMENT MARKINGS NOTES: SAW CUT 3' 1'ASPHALT OR MILL MIN. OVERLAY EXISTNG ASPHALT�� J - PAVEMENT PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY. 12' THICK. SHALL BE RESTORED IN ACCORDANCE 1. UNSUITABIE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND CONCRETE WITH CITY STANDARDS. 2a. BASE MATERIAL SHALL BE PLACED 5. SURFACE IN TWO LIFTS AND EACH UFT SHALL BE F. D.O. T. LARGE ROCKS SHALL BE REMOVED; BEDDING MATERIAL AND BACKFILL7% SI2CNG.SISTNG OF WASHED AND GRADED UNFROCK 3/8" _ 1'MIN. EXISTING PAVER EMENT COLLAR SHOULD EXTEND _,,, UNDER DINE FULL UDE COMPACTED TO 98% MA%IMUM MATERIAL DENSITY PER AASHTO T-180 (MAX. TYPE 5-I OR 5 -III ASPHALTIC CONC. (MIN. THICKNESS 1 1/2"). 2. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ASPHALT 1_1 y OF BRICK / SAND LIFT THICKNESS = 6-). ENTRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. HAUNCHES. EXIST. ASPHALT EXISTING EDDING BEDDING-(S1p 6 O 2b. 12" EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD TO BE REMOVED. BASE MIN. 100 P.S.I. MAY BE USED IN UEU PATCHED AT END OF EACH WORKING OF 12" BASE. DAY TO FACILITATE UNHINDERED TRAFFIC FLOW. 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS - 3. ASPHALT CONCRETE PAVEMENT LARGE ROCK. MUCK, AND DEBRIS. NEW OVER( AT PAVEMENT JOINT 12" COMPACTED JOINTS SHALL BE MECHANICALLY SAWED. 5. COMPACT BACKFILL TO 983 DENSITY UNDER PAVEMENT AND NOTE: - - SUBGRADE GRA TO 953 DENSITY ELSEWHERE.(AASHTO T-180) THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY TO PER 4' UMEROCK BASE COMPACTED TO 983 PER TO 98% T-180 AASHTO T-160 OUTSIDE RIGHT OF WAY. 6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT 6" UMEROCK BASE COMPACTED TO 98% PER BACKFILL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS PROCEDURE, FOR WHATEVER REASONS, SHALL BE REQUIRED TO RE -EXCAVATE THE AREA IN QUESTION. DOWN TO THE BEDDING WALL BE CONNECTED TO EXISTING PAVEMENT. AFSHTO T-180 INSIDE RIGHT OF WAY. 4 FLOW -ABLE FILL (100 P.S.I. MIN.) MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. SECTION PAVEMENT REPAIR DETAIL GU 1.1 TYPICAL BACKFILL DETAIL GU 2.1 PAVEMENT JOINT DETAIL RT 7.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 10'-0' MIN- NON -PERFORATED o 18" DRAIN BASIN INLET ELEVATION (SEE PLAN) 018.64018.64 018.64 /-•(1) DUCTILE IRON FRAME AND GRATE kkx INLET AND ET 1003 TOP OVERLAP TOO FT NAVE 111k,1111 /_:1 ❑ ❑404" - r0d,3 o o AVAOUTILA ADAPTERS AVAILABLE -f TIRU 18' VARIABLE INVERT VARIABLE OVERALL TOP OF TRENCH ❑ ❑ LJ� HEIGHT •(1) ADAPTERS CAN BE HEIGHT •(2) FT $' ❑ ❑ ❑ ❑ Wm a MOUNTED ON ANY ANGLE VARIOUS TYPES OF TO 359 IMIN TOP OF PO IP o0 OUTLETS WATERTIGHT DETERMINEMUM (TVP) 12' 5.0' PROPOSED4 DIAMETER 12' 1113 ❑ ❑ ❑ ❑ ❑ ❑ M O FOR. ADAPTERS FOR: ANGLE BETWEEN ADS N-12 5 WNG STRUCTURE PERFIXtAIED DIAMETER H.D.P.E. H. D. P.E. ❑ ❑ ❑ Q ❑ ❑ ❑ ❑ f O 0 MR 35 SEWER RECOMMENDED No 7001-110-013. E y SCHEDULE 40 DWV CORRUGATED PVC OVERALL HEIGHT 10' TBD FT NAY ❑ ❑ o o RIBBED PVC INVERT TYP S q3/�BABr ED RSOCKB� 1F� N a 18" DRAIN BASIN TBD FT NAM�6t5--B� OR TRENCH BOTTOM nvr co `� m22.13 FRAME � 022.13 N.T.S. ovEo vALENT (TVP) FILTER FABRIC 022.13 TBD FT NAY � 4 CONTROL ELEVATION • UNLESS OTHERWISE NOTED ON PLAN DUCTILE IRON INUY GRAZE RED DOT �2 STANDARD < O SOLID *PEDESTRIAN 4 O O BUILT-IN LOCK BLOCK FOR 6.1'�MIN. 4' BEDDING CONCRETE GRAZE LOCKDOWN CONCRETE APPROX. DRAIN AREA = 92.70 SQ. IN. APPROX. WEIGHT WITH FRAME = 54.00 LBS. APPROX. DRAIN AREA = 81.25 SQ. IN. CONCRETE /OR°PAYEMENT PERFORATED PIPE TRENCH APPROX. WEIGHT WITH FRAME = 49.50 LBS. APPROX. WEIGHT WITH FRAME = 44.50 LBS. FLOOR SLAB RAIN N.T.S. OR PAMMENT\ CHANNEL ,\ s POLYLOCK /\ LOCK ` - ° NYLOPLAST 18" GRATES COVERS T. A / STANDARD GRATE HAS H-25 HEAVY DUTY RATING SOLID COVER HAS H-25 HEAVY DUTY RATING saL a /\ SU ��//\\ jj //j\//\ ARC PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING SOR € s.7s Fr Nqw 1003 TOP OVERLAP QUALITY: MATERIALS SHALL CONFORM TO ASTM •-05 �/��/� c 3 //��/�� f --a 9"-•j roP (o�mENCH MATERIAL DDUCTILE IRON • SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN PLAN VIEW 7.75 FT NAVE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, /��/��/\yx\ x\/x\/x\1% X\ x\/>� 5� 1., TOP OF PIPE (TYP) 12' LOCKING DEVICE AVAILABLE UPON REQUEST DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION CROSS SECTIONAL VIEW i 12' DIAMETER 12. PRICE INCLUDES FRAME & GRATE/COVER ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS Aar. HC. P.O. B. em/259 WM.9 6m6/llau4nm. nc. 2516a ERF0 ATED o MIN. H.D.P.E. MIN. • AND IN COMMERCIAL FACILITIES; FINAL RULE. 60M1U8-606] (U.S.. CmaOa mE M k j a (ro•) 526-9806 TRENCH DRAIN F� Owl sae-soe MIRAFl 140N OR 6.75 FT NAM APPROVED EQUIV. NTS INVERT TYP FILTER FABRIC 18" GRATES COVERS WASHED ROCK N.T.S. 5.75 FT NqY TRENCH BOTTOM (TVP) 3.00 FT NAM $ CONTROL ELEVATION = • UNLESS OTHERWISE NOTED ON PUN PERFORATED PIPE TRENCH > A E N.T.S. q y�J4-, CALL 48 HOURS BEFORE YOU DIG. • IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. {{�� m COPYRIGHT 2018 BY ENMRODESIGN ASSOCIATES, INC Know what's below. THIS DRAWING 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Cal I before you d19. ENGINEER REPRESENTING ENARODESIGN ASSOCIATES. INC 0 5 a ~'0 4 a g XN Xm ow CIOO � LT4 '4 W Q W Q a NQ W zo E- TL�FE.� V CIO 1 4 a V (o V CIO E.z F am co1a N N UC o� my! Fp 0'U' Z om 0> W �° -5 U) o m`aooa z�vo z W w I va • Q DIN a 4a�n W m W n� a z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 1BOX78-DTL SHEET NO. 2 OF 5 III CITY OF DELRAY BEACH GENERAL NOTES DEFINITIONS CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE 18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO I. CITY -THE CITY OF DELRAY BEACH ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE. 2. CONTRACTOR - UTUTY CONTRACTOR AND ALL UnUtt SUBCONTRACTORS 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE BE REWIRED TO PROVIDE ALL BARRICADES, UGHRNG, SIGNAGE AND FLAGMEN AS NECESSARY TO 3. ENGINEER -ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION PROVIDE FOR THE SAFETY OF THE PUBUC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. PROCEDURE 20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE 1. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND CONSTRUCTION OF NEW LIMEROCK BASE. PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY INIRAnON OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING THE CIN. CONTRACTOR, SUBCONTRACTORS. ENGINEER AND OTHER INTERESTED PARTIES. 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN DISPOSED OF OFF -SIZE IN AN AREA AT THE CONTRACTORS EXPENSE. 2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE CITY PRIOR TO THE PRE -CONSTRUCTION MEETING 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY J. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL WITH ALL STATE AND LOCAL WATER WAUtt STANDARDS. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE 3 COPIES () 2}, ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III. UNLESS ORiERN15E NOTED. 3. OF AN AFFlDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE AWWA CI61 /A21.81-91. PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. 4. ALL APPLICABLE PERMITS MUST BE OBTAINED W1R1 COPIES FRONDED TO THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 26. EMBANKMENT (FILL) AND EXCESS MATERIAL REWIRED FOR ROADWAY RECONSTRUCTION AND URLItt INSTALLATIONS SHALL BE SUPPLIED AND/G2 DISPOSED OF BY THE CONTRACTOR. ALL 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS COST$ ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY ON SITE AT ALL TIMES. RECONSTRUCnON AND UnUtt IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS. 6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT UST AND SHOP DRAWINGS AS APPROVED BY THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL 26. CONTINUITY OF WATER AND SEWER SERVICE TO CIN UnLItt CUSTOMERS SHALL BE MAINTAINED ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX SUBSn NRON SHALL BE APPROVED PRIOR TO DEUVERV OF THESE MATERIALS TO THE JOB THROUGHOUT THE DURATION OF THIS PROJECT IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACTURES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS SITE. KITH THE CITY. DETERMINATION OF SERVICE BREAK REWIREMENT N1LL BE MADE BY THE CITY. ]. THE LOCATION OF THE EXISTING URLIRES p5 SHOWN ON THE PLANS ARE APPROXIMATE ONLY. 2]. SITE INFORMATION BASED ON A SURVEY PREPARED BY: SURVEYOR THE EXACT LOCAnONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONS1RUCn ON. 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF DRIER UTILITIES (NOT 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, W1RiIN THE SHOWN ON THE PLAN) EXIST N1RiIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UnLItt RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE CONFLICTS, THE CONTRACTOR $HALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UnUtt FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. 6. OYMER TO RESOLVE THE UnUTY CONFLICTS AND THE UTILITY ADJUSTMENTS AS REWIRED. 29. RELOCATION OF UnOtt POLES AND GAS PIPE UNES SHALL BE COORDINATED BY THE R. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONTRACTOR NTH FLORIDA POWER AND LIGHT. AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO RELOCATE THEIR UTILITIES. 18. CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM APPROPRIATE GOVERNING AGENCIES. DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING 3p. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY 7. SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE ENNRODESIGN ASSOCIATES. INC HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL PERSONS HAVING ACCESS TO THE WORK SITE. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 9. RIE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER unutt 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE. AND DEPTH OF ALL EXISTING UnLITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC FAaunes. 32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24 WITHIN ANY WATER. SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF ED.). HOURS IN ADVANCE. DELRAY BEACH CITY ENGINEER. 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET 11. CONTRACTOR SHALL NOT DISTURB EXISTING CITY MAINS OR STRUCTURES WITHOUT THE PRESENCE OF A CITY INSPECTOR. CIN UnUtt SYSTEM VALVES AND APPURTENANCES MAY FROM ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED BY THE CITY OF DELRAY BEACH CITY ENGINEER. 9. ONLY BE OPERATED 8Y CITY PERSONNEL. 12. FACTURES PROPOSED HERRN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED 34. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS. THEY SHALL CONFORM TO THE CIN OF DELRAY BEACH STANDARD DETAILS: LD 1.1 & LD 1.2 PLANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE OWNER. CITY, 35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE VATH ADA REQUIREMENTS. ALL SIDEWALKS 13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK, A NOT TO E%GEED 148 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 1:48 CROSS -SLOPE AND 1:12 RUNNING SLOPES VAIH MAXIMUM RISE AND RUNS PER ADA ANAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND REWIREMENTS NTH RAILINGS WHERE NEEDED. LANDINGS N1TH 1:48 CROSS- AND SPECIFICATIONS. RUNNING -SLOPES ARE TO BE PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED 36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO 14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF ANY SHUTDOWN ANO/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 7RANSPORTAnON ROADWAY AND DESIGN STANDARDS, STANDARD SPEGFlCAnONS FOR ROAD AND BRIDGE CONSTRUCTION. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND 561-24}_]312. PALM BEACH COUNTY TYPICAL T -P-17 (LATEST REVISION) UNLESS SHOWN ORiERWISE. 3]. THE EXISTING SANITARY SEWER UNE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY SEWER SERVICE CONNECTION. REMOVAL AND/OR ABANDONMENT. I6. AS -BUILT DRAVANGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO THE CITY. 38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-]320 TO SCHEDULE A PRECONSTRUCnON MEERNG PRIOR TO STARTING ANY SITE WORK. FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. }g. qLL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL 17. CONTRACTOR SHA SPECIFICATIONS, LATEST EDITION AND SHALL DE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE ENGINEER. III CITY OF DELRAY BEACH GENERAL NOTES DEFINITIONS CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE 18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO I. CITY -THE CITY OF DELRAY BEACH ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE. 2. CONTRACTOR - UTUTY CONTRACTOR AND ALL UnUtt SUBCONTRACTORS 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE BE REWIRED TO PROVIDE ALL BARRICADES, UGHRNG, SIGNAGE AND FLAGMEN AS NECESSARY TO 3. ENGINEER -ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION PROVIDE FOR THE SAFETY OF THE PUBUC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE A DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. PROCEDURE 20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE 1. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND CONSTRUCTION OF NEW LIMEROCK BASE. PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY INIRAnON OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING THE CIN. CONTRACTOR, SUBCONTRACTORS. ENGINEER AND OTHER INTERESTED PARTIES. 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN DISPOSED OF OFF -SIZE IN AN AREA AT THE CONTRACTORS EXPENSE. 2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE CITY PRIOR TO THE PRE -CONSTRUCTION MEETING 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY SCREENS, CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY J. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL WITH ALL STATE AND LOCAL WATER WAUtt STANDARDS. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE 3 COPIES () 2}, ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III. UNLESS ORiERN15E NOTED. 3. OF AN AFFlDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE AWWA CI61 /A21.81-91. PERMANENT PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. TO BE REVIEWED BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. 4. ALL APPLICABLE PERMITS MUST BE OBTAINED W1R1 COPIES FRONDED TO THE CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 26. EMBANKMENT (FILL) AND EXCESS MATERIAL REWIRED FOR ROADWAY RECONSTRUCTION AND URLItt INSTALLATIONS SHALL BE SUPPLIED AND/G2 DISPOSED OF BY THE CONTRACTOR. ALL 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS COST$ ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY ON SITE AT ALL TIMES. RECONSTRUCnON AND UnUtt IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS. 6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT UST AND SHOP DRAWINGS AS APPROVED BY THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL 26. CONTINUITY OF WATER AND SEWER SERVICE TO CIN UnLItt CUSTOMERS SHALL BE MAINTAINED ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX SUBSn NRON SHALL BE APPROVED PRIOR TO DEUVERV OF THESE MATERIALS TO THE JOB THROUGHOUT THE DURATION OF THIS PROJECT IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACTURES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS SITE. KITH THE CITY. DETERMINATION OF SERVICE BREAK REWIREMENT N1LL BE MADE BY THE CITY. ]. THE LOCATION OF THE EXISTING URLIRES p5 SHOWN ON THE PLANS ARE APPROXIMATE ONLY. 2]. SITE INFORMATION BASED ON A SURVEY PREPARED BY: SURVEYOR THE EXACT LOCAnONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONS1RUCn ON. 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF DRIER UTILITIES (NOT 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, W1RiIN THE SHOWN ON THE PLAN) EXIST N1RiIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UnLItt RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE CONFLICTS, THE CONTRACTOR $HALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UnUtt FLORIDA EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. 6. OYMER TO RESOLVE THE UnUTY CONFLICTS AND THE UTILITY ADJUSTMENTS AS REWIRED. 29. RELOCATION OF UnOtt POLES AND GAS PIPE UNES SHALL BE COORDINATED BY THE R. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONTRACTOR NTH FLORIDA POWER AND LIGHT. AND FLORIDA PUBLIC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO RELOCATE THEIR UTILITIES. 18. CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM APPROPRIATE GOVERNING AGENCIES. DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING 3p. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY 7. SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE ENNRODESIGN ASSOCIATES. INC HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL PERSONS HAVING ACCESS TO THE WORK SITE. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 9. RIE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER unutt 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE. AND DEPTH OF ALL EXISTING UnLITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC FAaunes. 32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24 WITHIN ANY WATER. SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF ED.). HOURS IN ADVANCE. DELRAY BEACH CITY ENGINEER. 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET 11. CONTRACTOR SHALL NOT DISTURB EXISTING CITY MAINS OR STRUCTURES WITHOUT THE PRESENCE OF A CITY INSPECTOR. CIN UnUtt SYSTEM VALVES AND APPURTENANCES MAY FROM ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED BY THE CITY OF DELRAY BEACH CITY ENGINEER. 9. ONLY BE OPERATED 8Y CITY PERSONNEL. 12. FACTURES PROPOSED HERRN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED 34. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS. THEY SHALL CONFORM TO THE CIN OF DELRAY BEACH STANDARD DETAILS: LD 1.1 & LD 1.2 PLANS. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE OWNER. CITY, 35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE VATH ADA REQUIREMENTS. ALL SIDEWALKS 13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK, A NOT TO E%GEED 148 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 1:48 CROSS -SLOPE AND 1:12 RUNNING SLOPES VAIH MAXIMUM RISE AND RUNS PER ADA ANAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND REWIREMENTS NTH RAILINGS WHERE NEEDED. LANDINGS N1TH 1:48 CROSS- AND SPECIFICATIONS. RUNNING -SLOPES ARE TO BE PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED 36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO 14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF ANY SHUTDOWN ANO/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 7RANSPORTAnON ROADWAY AND DESIGN STANDARDS, STANDARD SPEGFlCAnONS FOR ROAD AND BRIDGE CONSTRUCTION. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND 561-24}_]312. PALM BEACH COUNTY TYPICAL T -P-17 (LATEST REVISION) UNLESS SHOWN ORiERWISE. 3]. THE EXISTING SANITARY SEWER UNE MUST BE TELEVISED PRIOR TO AND AFTER ANY SANITARY SEWER SERVICE CONNECTION. REMOVAL AND/OR ABANDONMENT. I6. AS -BUILT DRAVANGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO THE CITY. 38. UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-]320 TO SCHEDULE A PRECONSTRUCnON MEERNG PRIOR TO STARTING ANY SITE WORK. FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. }g. qLL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL 17. CONTRACTOR SHA Z (' r V 7. 0 v (Y. F_ Z 2"X18" INLINE DRAIN 12" HDPE PIPE°�'� F_ w V z 3/4" WASHED ROCK WRAPPED IN MIRAFI FABRIC OR APPROVED EQUAL INLINE DRAIN DETAIL NOT -TO -SCALE CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. below. 2018 BY ENVIROOESIGN ASSOCIATES, INC. Know what's U@IOW. THIS DRA'MNG IS PROVIDED FOR INFORMARONAL PURPOSES ONLY, [ UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call bBiOf@ you d19. ENGINEER REPRESENRNG ENVIROOESIGN ASSOCIATES, INC. PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE Wlhi SECTION RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE Wlhl THE PBC 334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE LATEST STANDARDS, ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL OF TRANSPORTATION (EDDY) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL BE AS SHOWN ON THE DETAILED DRAWINGS. ACCORDANCE WITH THE FOOT LATEST STANDARDS. 12. ALL CONCRETE SHALL DEVELOP 2500 p. s.i. (MINIMUM) 28 DAY COMPRESSIVE 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" AS PAVING SHALL DEVELOP 3000 p. s. i. (MINIMUM) 28 DAYS. COMPRESSIVE BEYOND VALLEY GUTTER, TYPE "F" CURB &GUTTER, OR TYPE "D" CURB. SUBGRADE STRENGTH. SHALL BE 12 INCHES THICK COMPACTED TO 989. ACCORDING TO AASHTO T-180. ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE OF DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF CONTOL DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING TRAFFIC DEPARTMENT TYPICAL T -P-17, WHERE APPLICABLE. VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST METHOD "C" OF AASHTO T-180 SPECIFICATIONS. 14. SEQUENCE OF CONSTRUCTION -THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE THE PEORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION AND COMPACTION OF THE SUBGRADE. AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED 18. INLETS AND MANHOLES -ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN TO A DENSITY OF 987 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 407 CARBONATES OF CALCIUM TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, AND MAGNESIUM IN THE MATERIAL. WHERE APPLICABLE. 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON 17. GRADES SHOWN ARE FINISHED GRADES. THE DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 987 OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL. TBD' N. A. V.D. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 19. REINFORCED CONCRETE PIPE -THE PIPE SHALL CONFORM WITH THE REQUIREMENTS PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET OF CLASS III OF ASTM C-76 AND WITH THE FOOT SPECIFICATIONS, LATEST EDITION. BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR MATERIAL 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND SECTIONS 125, 430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. TO ALLOW FOR THE THICKNESS OF THE SOD. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE 7. CLEARING AND GRUBBING -WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION STRUCTURE TO THE CENTER OF THE STRUCTURE, AND ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFILL -REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING 8. GUMBO -WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 1007 OF THE SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. AREA. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE 3 CERTIFIED COPIES OF 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY (A)STATE OF FLORIDA SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION LATEST A EDITION. PRIME COT CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. SHALL BE RC -70 OR ASPHALT EMULSION PRIME A P. PRIM COAT SHALL APPLIED AT A RATE OF APPLICATION NOT LESS (AEP). PRIME GALLONS PERSQUARE 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP YARD FOR A A A LIMEROCK B SES AND NOT LESS THAN 015 GALLONS PER SQUARE YARD DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER FOR SHELL ROCK OR COQUINA SHELL BASES. FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. Q 10. TACK COAT -BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FOOT LLFIN co NOTIFY SUNSHINE STATE ONE (1-800-432-4]70) 48 HOURS IN ADVANCE BE CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION. OF CONSTRUCTION. 40. ALL CIN OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN 8115 SET OF PLANS AND DETAILS HAVE NOT BEEN MODIFIED 0 5 a z Q 06 ow o'J` Q'i W r , Gzl Zi 1� F Q V1 N W zo � N zZ �a F d' m F � r7 a ml onn O ��N C 27y Ha o U Si U).2 a daoL` clm=zom QW�� >uo Ulm �'ao w`Q1 oor cavo z p6,. I Ud^ • a nN W Z G a z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB N0. 180X78 -DTC SHEET NO. 3 of 5 GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. THE LOCAL UTILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE OWNER. WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING &HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN GENERAL PUBLIC. ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. UTILITY STANDARDS AND SPECIFICATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE WITH SEC. 8.24. E. S.i REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. 5. ALL ELEVATIONS REFER TO N. A. V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 11.20' (WHICH 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER IS ABOVE THE 100 -YEAR FREQUENCY STORM). AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED APPROPRIATE GOVERNING AGENCIES. PERMITS. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND ED.). COMPLYING WITH ALL PERMIT(S) CONDITIONS. 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT OWNER. DESIGN STANDARDS (LATEST ED.) 10, ALL CONCRETE SHALL DEVELOP 2500 p. s.i. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED AS PAVING SHALL DEVELOP 3000 p. s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. 0 5 a z Q 06 ow o'J` Q'i W r , Gzl Zi 1� F Q V1 N W zo � N zZ �a F d' m F � r7 a ml onn O ��N C 27y Ha o U Si U).2 a daoL` clm=zom QW�� >uo Ulm �'ao w`Q1 oor cavo z p6,. I Ud^ • a nN W Z G a z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB N0. 180X78 -DTC SHEET NO. 3 of 5 METER BOX BY CONTRACTOR. AVEMENT ROTATE BENDS AS REOUIRED METER BY CITY USF/]605 OR 18" MAX. APPROVED EQUAL PRESSURE TEST UMIT BO % @ HEXAGONAL COVER MARKED 'S' WYE BRANCH (NO TEE PROPERTY EXPANSION JOINT UNE REFER TO STANDARD PRODUCTS USTS: CONFIGURED FITTINGS) MATERIAL POUR CONC. COLLAR SHEET SPL -2 FOR POLYETHYLENE TUBING METER BOX AND SDR9/3408 ALTERNATE: TO GRADE u COVER TYPES SLOPE UP TO IE ADDITIONAL RISER AND BEND IN SODDED AREAS SHORT SERVICES 1/8" PER FOOT MIN. WHERE GREATER SEWER DEPTH SEE NOTE NO. 1 ONLY f PAVED SURFACE LONG SERVICES I /O• \ \ BRASS CURB STOP � STRAIGHT BALL VALVE ROTATE BEND �� •` \ '•' \ S• WITH LOCKING NTNG I AS REQUIRED � . (SEE STANDARD 1p�72• PRODUCT UST) LAY ON MIN. 6' PVC SDR 35 UNDISTURBED SOIL 60' R/W UNE MAX. SLOPE UP TO 1/8' PER FOOT MIN. 8' % 24' S0. W/1 -q4 EACH SIDE SIDE �TERMAIN SCH. 80 P.V.C. SLEEVE UNDER 316 S.S. DOUBLE STRAP SADDLE LEANOUT ON EACH BRANCH PAVEM'T. TO EXTEND S' BEYOND W1T1 BRASS CORPORATION STOP THE EDGE OF PAVEMENT (SEE STANDARD PRODUCT UST) DOUBLE SERVICE MANE SERVICE INVERTEO SCHEDULE 40 THREADED PVC CLEANOUT NATES: SANITARY CONNECTION AT SEWER MAIN R/W UNE 6' MIN. SERVICE LINE P.V.C. PLUG 4"-45' ELL 3 o PROPERTY UNE 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" ON CENTER. 18• � LEANOUT ON EACH BRANCH WYE WYE 2. SERVICE UNES SHALL NOT BE PLACED UNDER DRIVEWAYS. MAX. R/W OR EASEMENT UNE 3. ALL METERS REQUIRE A LOCKING BRASS CURB STOP WITH LOCK WANG (1 -MIN.). TO GRAVITY 4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH ASSEMBLY SINGLE SERVICE SANITARY PROPERTY UNE SEWER 5. MAXIMUM SERVICE LENGTH IS 100' TO METER. SEWER MAIN }' MAXIMUM 6` MIN. SERVICE UNE 6. CASING PIPE I.D. SHALL BE SERVICE O.D. PLUS 1` MINIMUM. ]. MINIMUM BEND RADIUS ON SERVICES SHALL BE 14' ON ALL SERVICES BEHIND METER. 30 CLEANOUT I� " % 4' HARCO® PLUG TO REMAIN 8. METER SIZE WILL BE DETERMINED BY PUBLIC UTILITIES DEPT. MAX. MA R/W OR EASEMENT UNE IN PLACE UNTIL PVC REDUCER PLUMBER MAKES UPON APPLICATION FOR SERVICE. NATE; REO'D. FOR CONNECTION TO CLAY SERVICES ONLY. CONNECTION 9. ALL VALVES TO BE BALL VALVES. (DONUTS NOT ALLOWED) 10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 1. SERVICE LATERALS SHALL TERMINATE INSIDE PROPERTY UNE A DEPTH OF 3 FEET AND MARKED N1TI A 2'X 4' TREATED STAKE. IL ALL SERVICES UNDER ROADWAYS ARE TO BE INSTALLED BY TRENCHLESS METHOD. 2. CLEAN WT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBILITY NOTE: UNLESS OTHERWISE APPROVED. AND SHALL BE INSTALLED BY UCENSED PLUMBER. 1. INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND 12. ALL EXISTING SERVICES TO BE FIELD VERIFIED BY BUILDER/CONTRACTOR/DEVELOPER; 3. SEE DETAIL PW 2.1 FOR SEPARATION REQUIREMENTS. CONE COLLAR. IF EXISTING SERVICE IS GALVANIZED, INTO BUILDER/CONTRACTOR/DEVELOPER SHALL REPLACE WAT7 POLYETHYLENE PIPING FROM MAIN TO THE METER. 2. MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. TYPICAL SERVICE CONNECTION PW 9.1a SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 OOT BARRIER (SEE NOTES BELOW) - 0 - hC, 4' MIN. CITY FACILITIES (MAINS, SERVICES, CITY FACILITES ETC.) (MAINS. SERVICES, N ETC.) NOTES: NOTES: 1. ALL ROOT BARRIERS SHALL BE 4' MINIMUM FROM ALL CITY FACIUTIES. 2, THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND 1. THIS DISTANCE SHALL BE 10' MINIMUM FROM ALL CITY FACIUEES INSPECTED BY CITY PRIOR TO BACKFlWNG. ALL ROOT BARRIERS SHALL EXTEND UP TO FINISHED GRADE. IF NO ROOT BARRIER IS USED. 3. ROOT BARRIERS SHALL BE MINIMUM 36' DEEP. APPROVED PRODUCTS INCLUDE "DEEP ROOT" AND "ROOT SOLUTIONS'. FLEXIBLE BARRIERS SHALL BE 36" PANELS MANUFACTURED BY BIOBARRIER. 4. ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 11 01 F 114 CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 0 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. © COPYRIGHT 2018 BY ENARODESIGN ASSOCIATES, INC. Know what's below. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call before you dig. ENGINEER REPRESENTING ENVIRODESGN ASSOGATES, INC S z 4 oFN a >W <W Ow �� xW L) FT E � Q w� Utl wo zo E-1 Ad a� I E - C7 Z � a (l) E 2 F ..a a A CO N C) 12g E- ¢p4 o.'zgm O0. N`m a WQ Zo a�3o z P62 I W �M< . oo� W m„ zo z w DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. 180X78—DTL SHEET NO. 4 OF 5 a BACKFILL AFTER INSTALLATION OF NLET FILTER INLET FILTER INSTALLATION WTHWT FRAME AND GRATE WIRE SUPPORT -MOULD 6x6'. 5/5 A. 49 //100 SO. FT WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM 2. CONTRACTOR TO REMOVE FABRIC JUST PRIM TO PAVING. FABRIC GRATE A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WALL REACH THE SEDIMENT TRAP NA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND TIE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 LOT 21, GULF STREAM PROPERTIES (PLAT BOOK 18, PAGE 27) TEM ORARY SILT FEN ING (TYPICAL) OV.E +FH. .. NEW 2 -STORY SINGLE FAMILY RESIDENCE FINISH FLO ELLIN ]5' N.A. V.D. (NAICH E%ISTMC) COVERED POROH I. THE INTENT OF EROSON CONTROL MEASURES INDICATED GRAPHICALLY ON PUNS 15 TO PROVIDE A BARRIER TO CONTAIN SLT AND SEDIMENT ON THE PROEGT SITE. THIS REPRESENTATION IS PROVDED FOR THE CONVIOAENCE OL THE CONTRACTOR. THE TEST OF EROSION CONTROL EFFECTVENESS IS NOT TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE DRAWN CS AND SPEOFICATLONS. BUT BY MEETING THE REGM.ATONS SET FORTH BY THE AUTHORITY HAMNG JJREDICTON OVER WATER OUALTY CONTROL AND OTHER SEDIMENTATION RESTMCTHM REONREMENTS IN THE REQ - 2. APPROVED EROSION AND SEGMENT CONTROL MEASURES SHALL BE INSTALLED PPIOR TO ANY CLEARING GRAONG, EXCAVATION, FUJNG, OR OTHER IND RTES, IXCEPT THOSE OPEAATONS NEEDED TO NSTALL SUCHRMEASARESn S. INS'ECTON OF ALL EROSION CONTROL MEASURES SIAL BE CONDUCTED WEEKLY, OR AFTER EACH RAJNFALL EVENT REPAIR. AND/OR—1-ACEMENT OF SVOH MEASURES SHALL BE MADE FIR MPTP. AS NEEDED. 4. KEEP DUST WTHIN TOLERABLE LIMITS BY SPRNNUNG OR OTHER ACCEPTABLE MEANS 5. ADDITIONS EROSON AND SEDIMENT CONTROL MEASURES MAY BE REWIRED IF DEEMED NECESSARY BY ONSTE INSPECTOR, 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HATED. ]. DRAINAGE INLETS SHALL BE PROTECTED BY FILTER AND GRADED ROE[ AS PER INLET PROTECTION DETAIL. B. ANY ACCESS ROUTES TO SITE SMALL BE BASED WTH CRUSHED STONE. WHERE PRACTICAL 9. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND GOVER IS ESTABUSHED. 10. WHENEVER FEASIBLE, NATURAL VEGETATION EH LL BE RETAINED AND PROTECTED. 11, ALL WORK IS TO BE IN CONPUANCE WYN TIE RULES AND REOULATONS SET FORTH BY THE STATE OF FLORIDA DEPARTMENT OF ENNRONMFNTAL PROTECTION AND TIE GTT OF DEU AY BEACH. 12 CONSENTARGE FROM DEWAT:RNG OPERATIONS SHALL BE RETAINED ONSTE IN A EROSION CONTROL NOTES DETAIL D9.1 STEEL EXTRA STRENGTH FILTER FABRIC WOOD NEEDED WITHOUT ORE MESH SUPPORT— FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS FL.W 10 FT MAX. SPACIMO WITH WIRE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT ORE SUPPORT FENCE NOTES: i. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. ATRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WOE AND 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WEN STANDARD STRENGTH FILTER FABRIC $5 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE ORES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO TIE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7, TIE TRENCH SHALL BE BACKFILLED AND TIE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REWIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NEI) TO FDEP. SILT FENCE INSTALLATION DETAIL D 9.10 Sheet 1 of 2 LJLJLJLJLJLJLJ N'AND, O `I o ' Pool LOT 20 TEMP A SILT FENC G TYPICAL) CONSTRUCTION ENTRANCE FE. EIEv. - LOCATION TO BE N.:: 10. DETERMINED BY CONTRACTOR AS NEEDED L 111.48 MIDDLE ROAD ;. (; JUL Vin, `J' FENCE POST — (WOOD OR STEEL) RUNOFF DIG WIDE & 4' DEEP— TRENCH, EEPS TRENCC H, BURY BOTTOM U 8' FABRIC, AND ANCHOR W CTED BACKFILL MATERIAL L SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CIOCKWSE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS + DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FDOT AGGREGATE N0.1), AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WOTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' O -5 10 20 s Is {� m COPYRIGHT 2018 BY EN11RODESIC-N ASSOCIATES. INC. Know what's UeIOW, THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, r� before dig. SIGNED AND SEALED BY A REGISTERED PROFESSIONAL G before you dig. ENGINEER REPRESENTING ENVRODESIGN ASSOCIATES, INC. o 5 i FIN oa .w Oww oW LDN � zW Q aQ oq zrn oW Iii zEl � ww �<1 IN p4 a� wW Z E- z - d N U) p M N 0 C mm$ El FNo o!�zom >N`ao WQ zo 94 <3 z VN z 1,O GO w I • QON x w W N� Z5It z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 7/01/18 JOB NO. I18078—ENG SHEET NO. 5 OF5j -F JUL 0 5 2018 Col n of \ tMl'¢rCOM, SURVEYORS REPORT/LEGEND: q = CENTEREAE LP. = LOFT PULE WM = WATER A.ETER FH = FIRE HYDRANT GV. = GATE VALVE CO = 5ANTARY SEINER CLEAN LLT TP. = COOTTE TRAACfO R fR PAD CA = CEVIRAL AAQE ORB = CFFA24L /E00995 BOW ,401= ELEVATKN B45ED ON ACRTH A40VO4 V VER7AC D4 XM F% SaR E FLCROA CECLOGEAL SJNEY EEAOH "4w B-35" FLOG9201E X CL76MNTY PAAE7 AO 12509 0-561 AFFIX' F AMP IEWSE S LCT S 2717 A07EALL BAADARY LAES AAD A MAR CA&S X,5 AT FLAT AAD ARVEY WESS STATED OR EPKl! E ALL OAP60116 -9-OM HETEOV ARE 845ED GN THE STAB US FOOT. 77E SFVEY HAS AO -f IDAW4M LEba GF (COMAE LF i FCOT IV O,1Q,�?7' FEET AS IELilED FCR LYritrfRQAL7rnr+ AEK ARTY CL03IE WAS A01MD 84SED CN A FELY.ADMCY CF bE4SfJ?3AU,75 FCR VERTICAL. HORZOJAL AAD AAOLAR C&EAE9\E N7 A.89fWACE SAR>l WAS WX F07 URJTES CR LAa7?, O.AD FOOTDRS CERTIFIED T0: MCHAEL N. CAMAZZARD, SR, TRUSTEE OF TALE MCHAEL N. CAMUZZARO, SR. QUALIFIED PERSONAL RESDENCE TRUST U/T/A 12/27/72 DAY PITNEY LLP HMEPARTNERS TITLE SERVICES, LLC OLD REPLBLIC NA TI"L TITLE AFSUYANCE COMPANY TITLE NOTES THS SURVEY SHOWS ALL EASEMENTS AAD RIGHTS OF WAY AS S -.OWN ON FIRST AMERICAN TITLE INSURANCE COWANY TITLE COMWTMENT FILE AUBER XA52- 3928214, DATED JAN 3, 2015. Q9 PARCEL SUBJECT TO RES TRIC TOIS, DED'CATIONS COAUT1045 RESERVATIQUS AAD EASEMENTS AS RECORDED IN PLAT BOOK AS� PA GEE 27 (NOTE NO PLATTED EASEMENTS AFFECTMG SUS ECT PARCEL) ® PARCEL SU9,ECT TO EA---A,-NT DEED AS RECORDED AJ ORB5727 PAGE 55. (AFFECTS GULF STREAM ROAD RIGHT OF WAY LYIC EAST OF S.BECT PARCEL) DESCRIPTION. LOT 20.GULF STREAM PROPERTIES, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT — 78, PACE 27, OF TIE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORDA. MAP OF AS—BUIL T SURVEY SITE ADDRESS. 3112 GLLF STREAM ROAD GU FSTREAM, FLORIDA 33483 I HEREBY CERTIFY THAT THS SURVEY WAS WOE U R MY RESPO,HSIBLE CHARGE AND MEETS Ti STAMARDS a PRACTICE AS SET FORTH BY TK R—A BOARD OF PROFESSIUYUL SLWVEYORS AAD MAPPERS pI CHAPTER SJ -17. FLOR/UA AOMMSTRATry CCOE. PURSUANT TO SECTION 472027, FLINVA STATUTES PAUL D. ENGLE EAL SURVEYOR & MAPPER 15708 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #:18-9 Address: 998 Pelican Lane Proposed Improvement: Approvals Requested: Level II Architectural/ Site Plan Review Gross Lot size: Proposed Total Gross Floor Area Under Roof: Zoning District: RS - N/S Issues Considered During Review: Owner: Douglas Bowering Agent: David Bodker, Landscape Architecture/ Planning To permit the installation of a pool, hardscape and all new landscaping on the property. To permit the installation of a pool, hardscape, fencing and all new landscaping on the property. Effective Lot Area: Allowable: Section 66-144 Standards: Regarding Level II architectural/ site plan review Section 70-4 How to Use This Manual: Regarding Design Standards Section 70-31 North/South District Sections 70-146 - 70-152 General Landscape Standards Section 70-187 Table of District Standards Motions: Motion to approve a Level II Architectural/ Site Plan to permit the installation of a pool, hardscape, fencing and all new landscaping on the property. ARPB Date: July 26, 2018 Action: Town of Gulf Stream TOWN OF GULF STREAM 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 # /. —7 To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information I.A.1. Project/OwnerName: 7n�1�� c°,,vtante I.A.2. Project Address-: MA � I. car. Ln GI -21 S`fir-etnn. I.A.3. Project Property Legal Description: IS,-P(lti 'icY.4 fj a rltcw� I.A.4. Project Description (describe in detail, including # of stories, etc.) •) je�ckS&&% Q A d t S - Mf V'a,g Planirs� drwtS sy 01 nei A,' i0ma S cO 1pf I.A.5. Square Footage of New Structure or Addition: N IQ Architectural Style: I.A.6. Check all that apply: Architectural/Site Plan Review Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures ❑ Non-residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1.A.7. (a) Proposed F.F.E.: Type of Foundation: B. Owner Information I.B.I. Owner Address: qLjpr°rr CSI .yAj CAA(Im, u CIA Lil I.B.2. Owner Phone Number: 415- Fax: I.B.3. Owner Signature: C. Agent Information I.C.I. Agent Name and Firm Name: ClU ' bQvi. toAker tWY_ASgX Pyc ,Jcr,y4PlounnlnjTn-- I.C.2. Agent Address:MA4 61 I.C.3. Agent Phone Num er: (o) 6b3 i t cell Fax 1.C.4. Aqent Signatu Pre -App Date: App Date: Com Date: _ Decision: Official Use Only ARPB Date: Recommendation: _ TC Date: Application for Development Approval Form ADA.2000 revised 6/13/00 ECEIV, .. -)UN 28 2018 own If GURfStream, FL Page 2 Town of Gulf Stream PART 111. 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? �n. C.:,r IJt�, III.A.2. Is the project compatible with the intent of the zoning district ? Yes No Explain: 'hr�! S�nC,lr rir_rr_Si�e III.A.3. Is the project consistent'./he Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Yes No Explain: jtY%sfi22 .S10q�L -tnmkj_41113 - III.A.4. How are ingress and egress to the property to be provided? g4raJe'k '+ bvi Ay Ar t MAXU4.s III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage EX C;1-h2tir�fl b. Sanitary Sewer _(- Aerlle NIC9,4 S�krA c. Potable water d. Irrigation Water , e. Electricity f. Telephone g. Gas h. Cable i elevisiori L)nSt►r+c. 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.) 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 I area within fifty feet (50') of the Al (North Ocean Boulevard) right-of-way? Yes oo' (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 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? Ye No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes % 6.vn of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.13.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? 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 Al Landscape Enhancement Project? IV.B.S. 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? IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? 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: IV.D.2. Describe the need and justification for the removal/relocation: re(.L1—iYxr d-' rCane_ IGt+r�15Ct��s •1 D��t�O�x�t� . IV.D.3. How is the removal from the project site of vegetation to be mitigated: fl��•� �Qr�dCr�o� n1Gtr\ IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? ill�f'et� oycA IV.D.S. What replacement materials are proposed? j&, pss) el t� � �y �U1) Q�� tk58— (00o S� jvYrS �tlrhS C n_�Pte"$ ona'C' R11CvS 3acalrancift `PVrr0 (- (alum-IKc,_P)Ctnaba' oz Application for Development Approval, Form ADA.32000 Page 4 February 2002 1Uf 2q 2�1a ; Fl own of Gdstfeam, --�HXJi +3BPELICAN -------------- LANE AYAt IfP NY +A$ BDO/Af1dC r[P AEI£Y]ENN9� PAVED +543 QEVARN+B57 AIM gTR FaA06dJmIYXY 014gE•1DUlIM� ��, +34 Nm NXMLI£LOT25 +4z7 ,4,s ��s�n� rorsr fa� .vp" Bw.M. � I P aPN.M +asz 27 NW* 40PaLv� DP/IAI+ DPAW FSB ®9) 6DF O�OPAU.6 aPaA�D PAW �`� PAVED DRIVE X49 6¢aPgL6 S. 2TB d• D'P,yu, �q T aRSBa F�}p ��g fX1fD091E �m 4� (nATRaME4o)525. PAVED g 6 -PVL +AB DRIVE �RC iff NRH O/REI I,' ddddR5555 ppm Y � � 2� 160 47 Qg 32B � i 1 STp • BfNW hh OT ry� PNM �y.DfMW +�DPAW D5 .!s a CaVfpED DA7PAW CONCRE re' 40Z sa Em +56) rZl f)VAI P augmR +� CONCRETE * veTE' it PALM N M.r +34 A35 AE7N. fVa Ty JaMEI#W PAW a161FR ♦`"V RFES DPAW ♦R gr h �W � � P.VL fFTff C faeDen>:NYxpY aT'r�DN +SZ N7 l I O cAR.vc+zn � +I 2m B'QAY 6'aAYFFE IMO b s='R, VilED JUN 28 2018 Town of Guffstl-4am, FL SLRVEYORS RDIORTILEGEW � = CENTERLAE QTC = GOM7 UR = U8 -TTY BOX TP. = Q0V-l€7E PAD FCR E7ECTRC TR4NU;9?fR A/C = C]'\ll=4/C RAO +349 = ELEVA7XN B44D OV ACRTH A&Oal,^ JJ W7Ur4L C47LM 9% SOS FLOZ A aaom& 9RlEY&TO4 M4w 73m" FLOL O 2CTE O7V1fMY PANG M 25M OW 9fFlXF MM fEVUD [CTCEER S 2VD A07E ALL 83J04RY LEES AAD AADLAR pL AG36 ARF PLAT AAD 9Rl•EY UNLESS STAMD OTI INCE ALL C EASOI6 9tOMW fE OV ARF B45ED OV 77-E STAFDND LS FOOT. 7H6 9RVEY HAS ACfVED A kMiMLE O'Q09/F C�iFOOTN FEET AS IiO/3DFO7 �R9C ARDJTYCL09/¢ WASAOfWS FORD n A iWWAIL AI O' a LAR�J N3 FOR VERTR^ill., FD'8(NMAL AAD MLiLAR O.fMi"h6 AO TIRE WAS IEWMED d7 9:ARd}T CF 77-E R EW FEMW S WAS MACE N IFG TO EA934MS THAT MAY AFFECT 93ECT PARCEL AO 9EWFACE 974i3i 7 WAS MOLL' FM UTUTES C7 USM FW706 DESCMP770M TFE ACIRTH 7940 FFET OF TFE EAST 13300 FEET OF LOT 25, MODEL LAM COWANYS 9EEMVl90J N SFC77O4 9, TOKMW 46 SOUTH RA - 43 FAST, FFCO DEO N PLAT BOOK Q PAGE 40, PALM (EACH CO.NTY, FLORDA MAP OF BOUNDARY SURVEY 577E AQDR£SC -00 PELICAN LME GLLFS7REAA FLORIDA 33483 I WREBY CERWY )NAT THS SIRWY WAS MADE f/0LP W RESPONSIBLE CHARGE Aro 1EET5 DE STAT01R05 OF WACRCE AS SET FORTH BY 1- FLORIDA BOARD W PROFEMD" SLRVEYORS ATO MIN CHAPTER S -Il FLORIDA ADWSMATFW COY, PIRSUANT TO SECTION 472027, FLOROA STA NT ES 9,1 D. * PAUL D. ENGL£ W=> MR,�NsrTDTguSR�AAADW SURVEYOR & MAPPER #5708 r,i � ')4• aid pro ect= Bowring , arc,aefta/dork+a inc. 601 n. congress ave. suite 105-a delray beach florlda 33445 561 276-6311 #LA0000999 sheet title existing site conditions project n,mber- 8616 tale drawn bye Imb 4 4 0 sheet= L -O I of 7 sheets TTW 4 a . r,i � ')4• aid pro ect= Bowring , arc,aefta/dork+a inc. 601 n. congress ave. suite 105-a delray beach florlda 33445 561 276-6311 #LA0000999 sheet title existing site conditions project n,mber- 8616 tale drawn bye Imb 4 4 0 sheet= L -O I of 7 sheets Slt� PI„E A d L A N E proLec iDc)vyring r4igIz id nce 98 pelican In 'j, stream. PI if erdtite'Lre/pl mug . LEGAL DESCRIPTION THE NORTH 18.40 FEET OF THE EAST 133.00 FEET OF LOT 25, MODEL LAND COMPANY'S SUBDIVISION IN SECTION 8, TOWNSHIP M SOUTH, RANGE 43 EAST, RECORDED IN PLAT BOOK e, PAGE 40, PALM BEACH COUNTY FLORIDA G01 ADDITIONAL SITE DATA SITE LOCATION NORTWSOUTH DISTRICT defray beach. floride 33445 5G1 -27G-6311 ARCHITECTURAL STYLE GULF STREAM BERMUDA LOT COVERAGE 2,28210,581 40 FT=22% PERVIOUSAREA 4,516 SOFT.) 10,581 SOFT.=42% IMPERIOUS AREA 8.045&0. FT, 10,581 SO FT- 58% Sit@ MAXIMUM SECOND FLOOR AREA WA plan SETBACKS SETBACKS REWIRED PROVIDED FRONT SETBACK 25'-0- EXISTING27-3' date: -41-7 scale: 3-3O. REAR SETBACK 1— EXISTING F drawn SIDE SETBACK 1241” EXISTING 19-0' SIDESTREET IT -IT EXISTING 2— MAXIMUM HT. EXISTING IT TO PEAKS' TO TOP OF CUPOLA TOWN OF GULF STREAM GROSS LOT AREA 10,581 90.FT. EFFECTIVE LOT AREA 10,581 SO.FT. FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LYING 2,282 SO.".. 0 SOFT. 0 SO. FT. 2.282 SO.FT. CEILING OVER 15 (DOUBLE) WA NIA NIA NIA 2ND FLOOR LYING WA NIA NIA NIA IST FLOOR COVERED sheet (PORCHES, OVERHANGS- 2112') 28140. FT NIA NIA 2.180.Fi. 2ND FLOOR COVERED WA WA N/A NIA AWNINGS > 3 AND SCREEN ENCLOSURE (AT W%) WA WA N. WA GARAGE WA NIA NIA NIA OUT BUILDING WA WA N/A NIA FLOORAREA 2,282 SO.Fi. NIA NIA 2,.25O.FT. ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION WA NIA N/A NIA TOTAL G ROSS FLOOR AREA (W/ SPECIAL 2.672 SOFT NIA WA 2, 572 SO.". EXEMPTION) FIRST 20,000x33 3,485.13 SOFT. OVER 20,000 x.20 WA TOTAL ALLOWABLE FAR PER MANUAL 3,485.13 SO. FT. TOTAL HARDSCAPE AREA 8615 SOFT. (57 ) REOUIREDLANDSCAPEAREA (LOT SIZE x40%) 4,224 SOFT. ACTUAL %LANDSCAPE OPEN 4, 514 SO 1. SPACE AREA 42.7% proLec iDc)vyring r4igIz id nce 98 pelican In 'j, stream. PI if erdtite'Lre/pl mug . G01 n. congress ave.. suite 105-a defray beach. floride 33445 5G1 -27G-6311 1FLA0000999 sheet title Sit@ plan date: -41-7 scale: 3-3O. _ L, drawn bye Imb 0 D NORTH sheet a�2 of 7 sheets NF A IN I A N = Palm c[ueter to 10' oa. -fl A I M Remem T11= a 11=1 I /elgM vlangleI "tg. ar a palm cluster to 10' oa. z C /7 Wli 0 3 � C ace palma ole gM tNangle) X1 EXISTING-; TREE LIST A Veltchla montgomeryaremlonegomey Palm 15' oa. M. BVeltchle montgomeryane/Hontgomery Palm 10' oa. M., double trvic C Hyopl-rbe Verech freltll/Splrld1. Palm 14' oa. M. D Veltchla m=tgomamganamlontgomwq Palm XT XS XR Remem T11= a 11=1 I /elgM vlangleI "tg. ar a palm cluster to 10' oa. z C /7 Wli 0 3 � C ace palma ole gM tNangle) X1 EXISTING-; TREE LIST A Veltchla montgomeryaremlonegomey Palm 15' oa. M. BVeltchle montgomeryane/Hontgomery Palm 10' oa. M., double trvic C Hyopl-rbe Verech freltll/Splrld1. Palm 14' oa. M. D Veltchla m=tgomamganamlontgomwq Palm 10' oa. ml, trlple vu E Sabal Palmetto/cabbage Palm 15' oA. M. F Sebe[ Palmetto/cabbage Palm 30' aa. M. G veltd le montgomeryereA-lonegomery PalmIB on. M, trlple trw H Dypele decarylrtrleng le Palm IB' oa. M. Ficus bengMlansleBanyan Tree 40' u 60' spr„ B' dla. trunk J Atlonitl1. mar))))l/CFmletmae Palm 15' oa. M. K Sabal palmetto/cebbage Palm 35' L Hyopl—be 1e11dvffo[tll/5pMd[a Pah 15' oe. M. M Adonldla msr1111I/Chrletmas Palm 15' oa. ht N veltrhla montgomeryanart'tontgomery Palm 35' O Adonidie marrlllll/Chrietmes Palm P Adonldle mart)))))/Grlstmes Palm a0' O Sabal palmetto/cabbage Palm 35' oe. M. R Musa acuminata/Sawna (mass)IS' oa. M. 5 Caryote mTtl,. lehtall Palm IS' oa. M. TCoco uclfwa/Coconut Palm 11' oa. ht, curved trunk U Strelltzle nlcoleiN.hlte Blyd of Paradise 35' oa. M, 5 tl-* 10' dle. v 5yagrue nzo/liana/Queen Palm IB' W Sea palmetto/Cabbage Pel. 10' oa. M. X Ad Idle mart)))))/Chrletmae Palm M. Y Adonldle merrlllll/CMletmae Palm 16'-10' oa. M. z Adomdla marrlllll/Cblstme• Palm I6'-10' AA Adoaldla mart III11/chrlstmae Palm AB Adonldle merrlllll/Chrletmee Palm IB' oa. M. IB' oa. M. remove LEGEND EXISTING TREE5 TO BE REMOVED OEXISTING TREES TO REMAIN OEXISTING PALMS TO REMAIN EXISTING TREES TO BE RELOCATED ® NEW LOCATION OF RELOCATED TREES OPROPOSED PALMS OPROPOSED TREES oJect bow ing r ici ce 99 pelican In, 00, gulf strea I / dave bo -ti er arciAed re/plemil� ric. 601 n. congress ave.. suite 305-a delray beach. florida 33445 561-276-6311 $rLA0000999 sheet titl— existing tree plan project number 8616 dGate• t2i 1aizoo ler drawn byr Imb revisions• A 0 A A sneet� NORTH a�L-2 3 of 7 sheets /I Y GEIV AUN, 2,8 2018 NORTH a� pre ect' bow ng s 1 ce 998 oilcan In ulf tea I � y love bo -d lanae a af- - - -hr -,, –run eac. 601 n. congress a a suite 305-s dslray b—h.fbnde 33445 5G1 -27G-6311 #LA0000999 sheet title planting plan project number SYM BOTANICAL/COMMON NAME SPECIFICATIONS QTY AM Adonidia marrillif 14' oz. ht., leaning 14 0 Christmas Palm 0 AM2 Adonidfa m-111if 14' oa. ht., double trunk 2 A Ciratmas Palm Double A AM3 Adonfdfa merrillli 14' oz - ht., triple trunk 6 Christmas Palm Triple BR Brugmansia arborea 6' M., 3' apr. I Angels Trumpet CN Cocos nucifora 25' ht., leaning 4 Coconut Palm DL Dypsie luteacena 14' ht. x 6' spr., Ftb 21 Areca Palm JA Jacerande mlmoslfolia 16' ht. x 6' spr., 3" cal. 1 Jacaranda MU Musa acuminata 6' ht_ 3 pop 3 Banana TG Tlbouchlna granulosa 10' ht. x 5' apr., standard 2 Purple Glory Tree ALO Alocaaia 'California' 30" ht. x 24" apr., 24" o.c. 15 Dwarf Elephant Ear ALP Alpinie purpurata 24" ht. x 24" or, 24" o.c. le Red Ginger ALV Alpinla zerumbet variegata variegated 6he11 Ginger 24" ht. x 24" spr., 24" o.o. 33 ALZ Alpinla zerumbet 24" ht. x 24" spr., 24" o.c. 6 Shell Ginger ANT AnthurWm app. Red Antk rium 18" ht. x 18" pr, 18" o.c. 22 ASP Asparagus I—slflo— 'Meyersii' 10" ht. x 10" apc., 18" o.c. 13 Asparagus Fern BEG Begqonla odorata 'Alba' 10" ht. x 18" sor' IS" o.c. 33 LLhife Begonia BOU Bougainvillea epp. 4' ht., 3 pop, espalier to fence 26 Bouga Invl l lee purple BRO Neoregella 'Royal Burggundy' Royal burgundy Bromeliad 12" ht. x 12" epr., 18" o.c. III IBRO' Bromeliad spp. 18" ht. x 18" spr., 18" — 15 LLhlte and Green Bromeliad COD Codiaeum varigatrum 'Mammeg' IB" ht. x 18" or, 24" o.c. iT Mammey Croton CYA Cyathea coopers 4' ht. x 4' apr. 2 Australian Tree Fern CYR Gyrtomlum Fp lcatum 12" ht. x 12" epr., 18" o.c. 62 Holly Fern FIG Ficus macrocarpa 10" ht. x 10" epr., 12" o.c. 126 Green Island Ficus GAR Gardenia Jasminoldes V ht. x 2' epr., standard 2 Gardenia HEL Hel stoma rostrata 4' ht., 3 pop., 2' oc. 14 Heliconia Lobster Claw HEMYellor�Dalylfly 12" ht. x 12" or., 18" o.c. 35 IRI Iris virGlnlca 18" ht. x 18" spr., 18" o.c. 56 Blue Flag Iris LIR Lariope muscart 'Evergreen Giant' 12" ht. x 12" spr., 12" o.c. 1048 Evergreen Giant Llrlope OPH Ophlopogon Japonicus 5" ht. x 5" eor-, 6" o.c. i256 Mon do Grass PET Pet— olubils 6' ht., espa l ler to wall 4 Queers Ukeath PLE Dracaena reflexa 'variegata' 5' ht., 3 ppp- 5 Pleomeie POD Podocarpus macropInghus 4' ht. x 2' spr., 24" o.c. 131 Podocarpus SPP Spathovqttis plrcata Ground ZJrchld 12" ht. x 12" pr, 12" o.c. 24 TRA Traclnelospermum Jasminoldes 4' ht., espalier to fence 12 Confederate Jasmine TRD Trachelospermum a6laticum 'Minima' 5" ht. x 12" spr., 12" o.c. 202 Duarf Asian Jaemina VRI vrfeaea Impefla118 3' ht. x 3' sor. 8 Imperial Bromeliad SOD Zoysia JJaponica pare' Empire Zoy91e Sod full, Fresh eod 450 s.f. ----- Root Barrier depth of 42" 56 IS. 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Florida 33445 561-276-6311 #LA0000999 sheet title= specifications details, notes P—J—t ember: 8616 dater ziJ cater drawn by, xlmb B L-4 5 of 7 sheets ��4xwurlta 4reca pa! v'od --nut palm 'u1nowch" jareca pa; ouoainvilea on rent. ri 4 FRONT ELEVATION oal coconut Palm ��Frtatcas .aims gaie triple cerj6tmas palms WEST ELEVATION ,45T ELEVATION REAR ELEVATION hedge C F---- 1`1411 D 11 F I., w, o�� G!jIfcfffe'o p-1, jl I:: k��CDOW ring qv P, licyt�� in dnrJ -1 k I r - Aker ICdocape architecture/pleb ft inc. YI n. congress -- .':te 105 d'lray b h. r -id, .33445 561-276-G311 ULA0000999 'h--- tit illustrative FE L I S A 11 ---4--- 1v E _- CONSTRUCTION NOTES: I. Contractors "IT coordinate work of all trades. 2. Contractor shall verify all dimenalons and conditions at the job site prior to etertlrig aN wok and notify Un Laid -ape Arch— In wlting Immedlat,ly of discrepancies or errors. Otbrwlee the -tactor shall accept NII rasponalbility for the error or _Woa. Do not scale drawings. 3. Contractors are responsible for oloulning all parmlts, authorizations, approval,, ate. Ron m ,icipalltles, county, or state agencles. 4. contractor Is responsible for boating and protecting all underam"d utllltlas. 5. Tea, drawlrge represent aesthatic design Intent only, structural design or all components Is by otrme. 6. Verify the s,lectlon of all I'llehes, material,, colors, and products prior to consVuction or purchase with the OwMr. 1. Paved areas to be eloped for positive drainage end for ADA oompllance. 9. All lights and electic ral componentsre ato be Installed In ecrerdenre with elite and local codes. s All exterior lights to be switched manually and/or by Ilg1hi;% control system. Locatlon to be deslgnsted by owner ana eoadlnatsd by the Ar.Nt—L 10. uplight flxtures to be Installed after trees are planted and prior to aH b, end grondcovers being planted. 11. All —door caving to be In grey pvc conduit. This Includes low voltage wo-e. 12. Ilplight nxtres to be Installed after trees are planted and prior to shrubs end gr—dcover, beirg planted. Bar Detail .cele: IR"•I'-0'• op 4 bar I by others I4,4SD5GA E LEr-;END Aluminum Rolling to be 4' ht. and have pickets spaced close enough together to prohibit passage of a 4"sphere. �M Units Picket Fence To to be 4' ht. Pickets to be Ix4's pointed top. 2" space between pickets. LLl Double Gate - self closing and self latching (<,_ Single Gate - self closing and self latching ® old Chicago Brick Paving or as an alternate faux coral paving or cut coral paving 4" layer of Gravel ® Kichler 16015 AZT30 on power post 1521613K 6 Kohler 16020 AZT30 on power post 1521613K 0 SS transformer to be Kichler M5C650055 with digital timer Q5556WF1 3" schedule 40 ppvc Moos a to facilitate conduit for landscape upllghta and speaker wire. all other sleeving/conduit to be e providd and Tocated, (prior to paving construction), y electrician to facilitate switching, othe Ilghte, outlets, z and all other exterior electrical circuits required. Outdoor lighting switches locations by Owner. 1 1 Q 4' ht. Picket Fence Detail w/ 2" spacing (shop c1r.—g required) Single Crate Detail ,calm IQ'•I'-0" fehop drewlrig required) Icago brick/cut coral/faux coral 3'-/rII sand setting bed " crushed compacted limestone oncrete curb ompacted sub -base Brick Pathway Detail see le: I/2••i'-0" hicago brickJcut coral/faux coral, mudded in place " gravel 4i2"x12" concrete header curb w/ 1 05 cont. " crushed limestone ompacted sub -base Driveway Edging Detail stele: 1!1"•I'-0" Icago brick/cut coral/faux coral, mudded In place 2"x12" concrete header curb w/ I'S cont. " sand setting bed " crushed limestone round ompacted sub -base �I pool Deck Detail stele: IR••I'-0' Main Entrance Crate Detail lila: IR"•1'-0" (shop drawing required) project: bo ring resid nce 99 pel gul str fl �I i bodker Wxbcspe archRbckre/pkmft nc OS n. congress ave.. Suite 105-a dehay beach. florids 33445 5G3 -27G-6311 #LA0000g9q sheet title: IaLYC> t plan project number• 8GIG date• azitaizoa� - scale•i- - to drawn by,Imb eyisions- A 0 A 0 sheet, NORTH IIDL-6 7 of 7 sheets -P( E L I - Q N _ 1..-�N ii POINT OF CONNECTION: L o 1- METER WI PVB OR RPZ AS REQUIRED BY CODE 1-12' MASTER VALVEAND 1-1/2" 150 MESH DISC FILTER, AMIAD OR APP'D. EQUAL BUBBLER PUNTER WALL ORDECK"-_. ��—• I SCH. 40 NIPPLE HUNTER SHORT 8J WANG JOINT SLIPR.Y BUBBLER DETAIL -- POP UP SPRAY - SCH 40 pVC OR POLY RNiER 1ll/LLKi j EO MOT USE 1®W STAKE T -H -EACH/ OWNS JOINT. IA FERAL LME SH" POSER SPRAY SYMBOLS- LEGENDS Ia11NLWE 1-1N'SC1L 40 PVC W! LOW VOLTA(;£WBEINARL 311'CONDIIIT 11' =--7:== -- SLEEVES. SCH. 40 WC AS NOTED l .- -------- ---------DRIP TUBE.Br4'Hx1r EMMTTER BPAcaxixtz oc. Wa BUILTN -- -- '- CHECK VALVES O DRIP FLUSH VALVES: i? OR 3N' BALL VK1A=S [ i - e DRIP FLTERI RE LLATOR RAINBOW 18110 RETRO. pint, Vit. cp4b- 1,-1 POINT OF CONNECTION: SEE PIAN "VL'� `��=1 STROLLER "LINTER avc" Li RNNSWITCW ET SEMOR, HUNTER SOLAR SYNC ZONE VALVES 11 ' HLNR SI PG E VALVES VALVE BOX 11TH POR MANCE VALVES I, 1r FOR MAMFanmvuvEs G.PY. OF u1fE KEEP HEADS 12' OFF THE EDGE OF PAVEMENT IN% GWX— i 1 1U MODEL PADS -7W-0 i SPRAY VEND NOIC JOINT: 4WILk 9R0-RFX FLI®6. real-B5W OYDIS (2>. a--�� WOOD swu "m (N) Lam TEE LM ELL Lmgw «< / SPRAY HEAD PROS -06-1 2 t,X ^ SCLC, 3 v-0" MmdW IRRMATLON DETAIL NOTES PIPING. MAMA IME 6 SLEEVES' SCH. ) PVC x 18' DEEP. MIN. ZONELINES: CLASS20081BOX1r DEEP,MN DROP SUPPLY! HEADER-SCH. M SLEEVES SCI.40 PVC AS NOTED PC DEEP UNDER PAVEM M FITTINGS: SGA. 40 PVC FABRICATE WITH SQUARE CUT, DESDRINED AND FULLY ENGAGED JOINTS USE PURPLE CLEANER i GREY M®N.IM BODY CEMENT. CONTROLWIRING'. MN. S 18 AWG IRRIGATION WIRE RUN IN MIN 3 GREY PJC CONWIT FROM CONTROLLER TO VALVESWi MAINLINE . RIIN 2 SPARES WBRETO FAR E DS OF MAIN. OR COMPLETELY AROUND LOOP WIN M EACH DIRECTION. USE FULL SIZE MOISTURE PROOF CONNECTORS FOR ALL SPLITS SPLICE ONLY N VALVE OR A RILL BOX.LEAVE 2A` OF COILED WARE AT ALL BACKFILL ALL TRENCHES FRE: OF DEBRIS. COMPACT TRENCHES TO ORIGINAL DENSITY. RUSH ALL LINES USI: PROPER BCRFEMS N ALL HEADS ADJUST ALL HEAPS AND SYSTEM FOR COMPLETE COVERAGE AVOIDING WATER ON WALLS, WALKS. ROADWAY ETC. PRESSURE TEST MAIN AT FULL CITY PRESSURE FOR 2 HOURS OBSERVE ANY LEAKAGE AT METER AND RERN R AS NECESWNY CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES AS REQUIRED BY FLORIDA LAW. INSTALLATION SHALL COMPLY 10 TLE FLORIDA BULOINO CODE, MPENDIX'r Alm LOCAL CODES AMD REGULATIONS. ( SWI M B VALVE BOX (D Fm mu �IOTERDCONTROL VALVE MOOFE PGV-XUG O4 WATFRPRDDF COABffCTORS (2) W (D 18-24' COSiD PORE © SCH 80 T.O.E. NPPLE M MINI LK PIPE k FTMCS ® 3/4� MR86 WSIIED gMVEl SPRAY ZONE XX PGV GLOBE VALVE SCAIF_' 1.5' = i'-0' t➢� DD8GITION DETAIL SPRINKLER HEAD LEGEND SYM. TYPE MODEL OTY 1r POPUPSPRAYS HUNTERWROS-124mZZLE BELOW 83 Vo -1ZADJ D I -12M Q -12T 3 -170 ® -11YAP1 ® I taM ®-1 1100 LI Eg � (�AN C�7 I 8O Lf ` 8'ADJ L9 Cj ( css,s d Fs51s TPOPUPSPRAYS HUNTFNAPROS-0BNOZZIEBELOW 17 -IFADJ r ssm i -sD m -1aH u s • S S3.SW o -MI5 t SCSTB SWUB SPRAYS HUNTER>PROS-0BNOZIlE BELOW 6 © AZAPI © -12T e ,2N ® i ♦'O(SHORT RAD.) Q £S616 Q BUBBLERS HUNTER tPCB50 NOTES: USE PROPER SCREENS 1N ALL ":ADS.. P—J—t' bowring re iNcic--r/��ce 99B ■ellcan Ir, 7, \ BECMBCpfe/�11W�IQ YAC. D G(X1Qre66 aVe.. SWt:e 1D5 -a delray beech florlda 33445 561-276-6311 iYLA0000999 sheet title - irrigation plan P—J—t number 86!6 date Sil, i2ooH tale• drawn by1 rIh aheet- NORTH 1 of 1 sheets �U TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 18-3 Owner: Scott and Beata Galloway Address: 1535 N. Ocean Blvd. Agent: Fredy Polania/Randall Stofft Architects. Proposed Improvement: This is a revised application for the construction of a 795 sq. ft. storeroom above the existing three -car garage that is attached to an existing two-story Gulf Stream Bermuda style single-family dwelling and extensive re- landscaping of the property. Approvals Requested: Level II Architectural/Site Plan: To permit the construction of a 795 sq. ft. storeroom above the existing three -car garage that is attached to an existing two-story Gulf Stream Bermuda style, single-family dwelling and extensive re -landscaping of the property. Gross Lot size: 40,133.5 sq. ft. Effective Lot Area: 40,133.5 sq. ft. Proposed Total Floor Area: 9,991 sq. ft. Allowable: 10,033 sq. ft. Zoning District: RS -13 Issues Considered During Review: Section 66-144 Standards: Regarding Level I1 architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Sections 70-216 70-222 Spanish Mediterranean Revival Style Architectural Standards Sections 70-236 - 70-244 Gulf Stream Bermuda Style Architectural Standards History: 1. The original application was heard and approved by the ARPB on June 28, 2018. 2. The original application requested the approval of a 795 sq. ft. guest suite above the existing three -car garage. The ingress and egress to the guest suite was by way of a staircase located on the south side of the structure. That staircase was under roof and completely enclosed. 3. The revised application changes the 795 sq. ft. addition from a guest suite to a storeroom. The revision also requests to have an open, visible staircase. Motions: Motion to deny the revised Level II Architectural/ Site Plan based on a finding that the proposed construction of an open, visible staircase does not meet the goal of maintaining the consistency of neighborhood quality and character. It is the staff's opinion that the inclusion of an open air staircase will detract from the consistency of the neighborhood character. Architectural Review and Planning Board ARPB File #18-3 ARPB July 26, 2018 Page 2 ARPB Date: June 28, 2018 Action: Approved a Level II Architectural/Site Plan ARPB Date: July 26, 2018 Action: Q 3t b Q ABOVE N/-10'T.O. BEAM AF.F. GUEST SURE 2 T J yUy 12-10'T.O.SL4B AFF Y , 1'S T.O. BEAM AF.F. 4 1G-10' B.O. STRUCTURE AF.F. x x z U PROPOSED STRUCTURE T WR10' T.O. BEAM AFF.@ GUEST SURE 0 Z U Q 1Z-10'T.O.SV9 AFF. 11'fi' T.O. BEAA1 A.F.F. 11Y'T.O. SLAB GUEST SURE AFF j/ jAI IA �1�111,1�1�1�1�1�1�1�1G1�1� �� _I_I_1_1_1_1_1.1.1_1_LI_LI_1_LLLLIJt�_ ., ■■12 I Al l ARPB ARROVED EXTERIOR ELEVATION WOPOSEDTE- ' -- �- - -- ��C• ::: TT i FRI PROPOSED OPEN STAIRCASE W/ARCHRECTURAL FIAND.77 — JBi — — J -- J ---J41 J 1J ion ARPB REQUESTED EXTERIOR ELEVATION I I REFER TO LANDSCAPE PLANS O REFER TO SHEET A901 FOR FOR ALL HARDSCAPE AND PLANTING FEATURES DOOR AND WINDOW SCHEDULES ARPB REQUESTED MINOR MODIFICATION OUR CLIENT REQUESTS A MODIFICATION TO THE EXISTING APRB APPROVAL. THE REQUEST IS FOR AN OPEN STAIRCASE TO THE ADDITION OVER THE GARAGE AS SHOWN IN THE SIDE BY SIDE EXAMPLE. THE CLIENT FELT THE ENCLOSED STAIRCASE WOULD BE TOO CLAUSTROPHOBIC FOR THEM. THE MODIFICATION WOULD BE IN THE APPEARANCE OF THE STAIR AT THE FRONT ELEVATION. e,*ED ®� Gv1�s<c60, �pW 00 T T T f; H W U) H W a � I� m M., 3 00 I