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KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Smith called the meeting to order at 8:30 A.M. II. ROLL CALL Present and Participating Also Present & Participating: Absent w/notice Thomas Smith Robert Dockerty Robert Canfield Gregory Dunham Edward Nazzaro Rita Taylor Malcolm Murphy Curtiss Roach Jorgette Smith Chairman Board Member Alternate Board Member Town Manager Staff Attorney Town Clerk Vice Chairman Board Member Board Member III. Minutes of the Regular Meeting and Public Hearing of 6-3-21. Board Member Dockerty made a'motion to accept the minutes of June 3, 2021. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items. There were none. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. No August Meeting b. September 23, 2021, at 8:30 A.M. c. October 28, 2021, at 8:30 A.M. d. November 18, 2021, at 8:30 A.M. e. December (TBD) Chairman Smith called attention to these dates and discussion was had regarding having a quorum present for the September meeting. Chairman Smith asked that Town Clerk Taylor or Deputy Clerk Basel be made aware of travel plans as soon as possible. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication There was none. B. Administer Oaths Minutes of ARPB Meeting & Public Hearing Held 7-22-2021 @ 8:30 A.M. Town Clerk Taylor administered the oath to Carol Perez, Ross Curtis, Rob Lehner, Russell Rosicki, Janet Ireland, and Steve Brasgalla. C. Applications for Development Approval 1. An application submitted by Carol Perez of AGTLAND, P.A. as Agent for The Little Club, owners of property located at 100 Little Club Road, Gulf Stream, Florida legally described as Club House Parcel,,being a portion of Property Control Number 20-43-45-34-14-000-0010 lying in Sec. 3 Township 46 South, Range 43 East, Palm Beach County Florida for the following: a. Demolition Permit to permit the removal of the maintenance bins. b. Land Clearing Permit to clear the area where two pickleball courts would be placed, which.includes the removal of 1 tree, in poor condition, and the addition of 3 additional Areca Palm Trees. c. Level 3 Architectural/Site Plan Review to permit the construction of two pickleball courts that is within a space approximately 120 ft. by 40 ft. Ms. Carol Perez gave a detailed PowerPoint Presentation of the two proposed pickleball courts noting the location being next to the croquet court and at least 600 ft. from any residence. Ms. Perez explained the landscaping that would be surrounding the courts as well as the fencing that would be screened to provide noise reduction. Mr. Ross Curtis stated that they would be using noise reducing paddles and balls as well as the noise reducing court. He added that their biggest concern were the people playing croquet next to the pickleball courts only 25 ft. away and had done a test with the croquet leadership committee giving their blessing. Chairman Smith commended The Little Club for doing everything that had been previously suggested when they applied regarding pickleball courts a couple of years prior and were being the least offensive they could be in their placement of the courts. He also thought they should still have a Declaration of Use Agreement but in a scaled down, less stringent version. Chairman Smith noted that the Town had received three letters of concern from residents at L'Hermitage regarding the timing of the application. He added that the letters stated a preference of the ARPB deferring the application to a time when more residents were in town. Chairman Smith asked that the letters be made a part of the minutes and asked Town Clerk Taylor to read the letter from Lolly Prince, which she did. Ms. Taylor added that these letters would also be passed on to the Commission if they recommended approval. Chairman Smith stated they had three choices: recommend approval, deny approval, or defer the application to a future meeting. Board Member Canfield felt that the noise issue had been addressed. Board Member Dockerty agreed with Mr. 2 Minutes of ARPB Meeting & Public Hearing Held 7-22-2021 @ 8:30 A.M. Canfield and felt that if they held off on putting it through to the Commission it would just be the same people making the same arguments that had been addressed by The Little Club. Board Member Dockerty made a motion to recommend approval of a demolition permit to remove three concrete sand maintenance bins. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. Board Member Dockerty made a motion to recommend approval of a land clearing permit to clear the area where two pickleball courts would be placed, which includes the removal of one tree, in poor condition, and the addition of three additional Areca Palm trees. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. Board Member Dockerty made a motion to recommend approval of a Level III Architectural/Site Plan based on a finding that the construction of two (2) pickleball courts, located adjacent to the golf course maintenance facility, with a small spectator area east of the courts meets the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. The Courts will be fenced on the north, south and west side by an 8' chain link fence (green vinyl clad). The courts will have a 4' chain link fence (green vinyl clad) on the east side. 2. The Courts will be buffered on the north and west side by 20' Areca Palms. 3. The Court surface will be constructed with Laykold Masters cushion surface to dampen the sound. 4. Any minor modifications in the approved landscaping shall e submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 5. This is all subject to the Commission agreeing to a Declaration of Use Agreement. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. 2. An application submitted by Russell Rosicki of Design R Architects as Agent for Wayne & Susan Hunley, owners of property located at 825 Tangerine Way, Gulf Stream, Florida, legally described as lot 13 of Place au Soleil according to Plat Book 27 at Page 69 of the Public Records of Palm Beach County, Florida for the following: a. Demolition Permit to permit the removal of a small portion of the roof and a portion of a wall to accommodate a small addition to the existing dwelling. b. Level 2 Architectural/Site Plan Review to permit a single story addition to expand the master bedroom suite, add a foyer and a bathroom, and expand the existing kitchen & dining room. 3 Minutes of ARPB Meeting & Public Hearing Held 7-22-2021 @ 8:30 A.M. Dr. Russell Rosicki, Architect, gave a detailed PowerPoint Presentation and explained that this was an unproportionate Spanish Mediterranean Gulf Stream -style home that was small horizontally and not well -designed. He added they wanted to improve the curb -appeal of the exterior to a Gulf Stream Bermuda -style as well as make improvements to the interior. Chairman Smith asked Dr. Rosicki to expound on the exterior improvements. Dr. Rosicki stated they were proposing removal of the arcade and adding a foyer addition at the front with a portico and a pergola for the effect of a having an open porch. He added they would be reshaping the'roof for this effect. To balance the right side of the home with the left side, he stated they were adding a small addition for a master bedroom and bathroom suite. Chairman Smith asked about the garage entry and if the door was moving to which Dr. Rosicki answered in the affirmative and stated part of the garage was being converted to a laundry room/mud room and an additional bathroom connected to an existing bedroom that would accommodate a special needs person. Mrs. Janet Ireland, Landscape Architect, stated she was a resident of Place au Soleil and lived across the street from The Hunley's. She added that she had served five years as a volunteer on the Committee for the redesign of the entryway of Place au Soleil and was very familiar with Gulf Stream guidelines. Mrs. Ireland stated the landscape plan added curb appeal, integrated the existing trees, added texture and color, and followed the guidelines of Gulf Stream. The Board all agreed that the changes were lovely and practical. Board Member Dockerty made a motion to approve a demolition permit to remove a small portion of the roof and a portion of a wall to accommodate a small addition to the existing dwelling. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Dockerty made a motion to approve a Level II Architectural/Site Plan to permit a single -story addition to expand the master bedroom suite, add a foyer and a bathroom, and expand the existing kitchen and dining room. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. 3. An application submitted by Stephen Brasgalla, Architect as Agent for Philip & Ana Swift, owners of property located at 1275 N. Ocean Blvd., Gulf Stream, Florida, legally described as Palm Beach Shore Acres Rev P1 Blks D and E So 50 ft. of Lt.6 & 7 Blk. D, Palm Beach County Florida for the following: a. North Ocean Overlay Permit to construct an 8' high privacy wall at the north property line within the N. Ocean Blvd. Corridor. b. Level 2 Architectural/Site Plan Review to permit the construction of an 8' high concrete privacy wall that will extend 158, along the north property line. 0 Minutes of ARPB Meeting & Public Hearing Held 7-22-2021 @ 8:30 A.M. Mr. Stephen Brasgalla, Architect, stated they were requesting to build an 8' privacy wall along the northwestern portion of the property, adding that presently there was a low chain -link fence there. He added that because it was in the North Ocean Overlay District, 17' of the wall would be within 50' of the right of way on AlA, thus their reason for the presentation. Mr. Brasgalla showed pictures of the existing privacy wall on the south side of the property and stated they would be matching that wall, which was stucco with a stone cap. He added it wouldn't be very visible from the roadway as the wooded area was quite dense. Chairman Smith asked if any vegetation would need to be removed and if so, would there be any objection from the neighbor. Mr. Brasgalla stated that it didn't look like they would need to remove anything but underbrush and if they did, they would provide a landscape plan at the time of permitting. Town Manager Dunham stated the staff could handle that small portion of landscaping without it having to come back before the ARPB. Board Member Dockerty made a motion to approve a North Ocean Boulevard Overly Permit to construct an 8' high concrete privacy wall at the north property line within the N. Ocean Boulevard Overlay District. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Dockerty made a motion to approve a Level II Architectural/Site Plan Review to permit the construction of an 8' high concrete privacy wall that will extend 158' along the north property line. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. 4. Action on this item was deferred from the hearing that was held on June 3, 2021. An application submitted by Judd Brown of Judd Brown Designs,.as agent for, Laura & Robert MacKinnon, owners of property located at 2526 Avenue au Soleil, Gulf Stream, Florida 33483, legally described as Lot 51 and part of Lot 52 in Place au Soleil Subdivision. a. LEVEL 2 Architectural/Site Plan Review to permit the addition of a 1�5 car garage, a storage room with flat deck above to be accessed from an outside, open stairway, and a covered front entrance for a total addition of 960 square feet. There was no one present to discuss this application and the Board did not feel comfortable moving it forward. Board Member Dockerty made a motion to defer this application to the September meeting. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. VII. Items by Staff. There was none. 5 Minutes of ARPB Meeting & Public Hearing Held 7-22-2021 @ 8:30 A.M. VIII. Items by Board Members. There was none. IX. Public. There was none. X. Adjournment. Chairman Smith adjourned the meeting at 9:24 A.M. Renee Basel Deputy Clerk 0 he t 2i 0 Cj N v 2i Q bA4-1 _ o p n m V W cz _�'> CZ a) .� 4.1 O p W •� � a)wLO w a) m � � .� � � .- o O � ocz m M 6 O u cI '� 4 4 CZ '" � O 1 4-1N +� \� o .4 w v N O w 4-11 i1" �.'y 4.6 0 CD 00 0 r-q °o cz •� �, o .� ,._, o M a ai ~ � 4J w "" Sir c!J U }-4 cp 4 � o.,LO v cz � o y H CAo ,.� v CZ w 4-1 �., w r+ +4 4 + w 4� 4 14-4 �:: p cnCA C.)+� v LO N "" " � O N V) vi iti o o bA cz n N cz v O A 4-4 00 w s v Q. G�i v + •� O "� d+ N O 60 O � Lo � � O CZ `-4 F-' w e�-a o 0 0 e�i o `- O bA 0 V v v p ct O N o � bD C7 w cn U) cn cn cn Z W 1+ u 3 N tfj c: — ,q m r ct w y O o 4� ct o Eoo� a i — CZ V �. ct o �- v p 4.5 N O m Un') p N N-61 mu 4 v +� 4� 4-1 CO 4� Q. \ a;cz 4-J 4-1 3 ++ N v O 4-1 O;-4 D o a� cz cz ~ 4-1 0 a .tJo N W o o ° / �� (,L.�V�►�1 � ss i � Yl - ✓ .. %. IV z qy teC It a t 3`�t • iai?,1t3`�� F ►` 7?Xl i 2 , • j l .� —aim" - - 4- • ( H�11 7 b' . i, f �' -.l �. i•.' tl �♦ '�`ft`..-.. ` �2+L..31!R FRONT ELEVATION. FHxUN I EN I KY - EN LAKUEL) PIMP ir,,-i A/All Intl �a� LANDSCAPEPLAN IhtTBAMAi'Al 5630 to n30VY1't ZAP-H {� F PLANT SCHEDULE -` �• 1 )--k .4 9 } i ' A f'6wal.,Jzh'i[ia `M..*W y�b" ,� � I � � J � .� � ` 1 8 W,?erd eaa*sb•ivaEet.mbc assb.� r -, • _-�»�.-<.. • ; _ r - �'S'' i� t . • 3 1+ 1'rieH—u-Ad.-A. .,Tree Removal List „v jJ+}, a puaKirksa. apY7.zS*'i 45OLLm� rq`.. .._f `•:, diKJ 1+ 3 K •rtSd4Arr'i17x €InT#6if1d5�1 9Ed.1t7 • W e p r ' ` I - f a - L I CSY��fI}'n0.$Ed11mdG4n{o t3 �-W3 ] J AWMm - iegamh,- fmpe61 b.a3ad Is4W na ] l M a.+llrsace'7r.Kl #4A: �4:1 3' ♦. �. i .e:ct• '7 se emu enac, c: __ - '--: �•� . , . i a sax+,.m`iAa4,:dY-+2-.dx��rt im1 , ,� y - � >p R fla,Ki4y'A'NYCuib•it6RiLg sd.kc. 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R .4 ADDMON 981 SQ Fr. x E' AVENUE AU SOLEIL 2526 AVENUE AU SOLEIL ARCHITECTURAL SITE PLAN 01,1, V\v' TOTAL LOT SIZE 26,030.9 EXISTING BUILDING FOOTPRINT 3.822 FIRST FLOOR COVERED (PORCHES OVERHANGS) 748 PROPOSED ADDITIONiS) 981 TOTAL PROPOSED BUILDING 5,55t SQ. FT. EXISTING NON -POROUS AREAS 11,179 POROUS AREAS f 14,851 NEVI 'PROPOSED" NON -POROUS AREAS 2,204 POROUS AREAS NA ACTUAL % LANDSCAPE OPEN SPACE AREA 48.6 % TOTALS NON POROUS AREAS 13.383 SO. FT ( POROUS AREAS 12,647 SO. FT. ® c W , T ❑ I PATIO ❑ I I ! STORAGE 104 I CLO i CLO. BATH �1 102 � I I IGARAGE I 103 I i ELEC. RM. 101 MAIN LEVEL FLOOR PLAN WALL SYSTEM LEGEND � eusnr+c wnu casaucnw, O�,V-caysmucna+ © M ZEA N KEW am I 1 I f n ' :.v,x�ourri�X ,nunwi r DVERHEADVIEWOF EXISTING ROOF 383 S.F. KEY NIOTES REMOVAL OF EXISTING MANSARD ROOF AT ENTRY ;j EXISTING ROOF ® NEW HIP ROOF CONSTRUCTION OVER GARAGETO MATCH EXISTING ROOF DESIGN TOTAL ROOF AREA=5,370S.F. TOTAL ROOF AREA=6,432S,F. FLAT ROOF AREA a 757 S.F. FLAT ROOF AREA - 6T7 S.F, DEVELOPMENT OF NEW ENTRY FEATURETO ELIMINATE VIEW OF MULTIPLE ROOF STYLES Af ,°7oOFFLATROOFAREAa14.09% OF FLATRQOFAREA�10p DIMENSIONS /' ^'- � �� - � - �- - - -.-. _ - - - - � ;.. - z: - '-sr. - - - •-::;.� - ,:Aar .r '--��'Y�:+�v�si*:sokrf-'`�,: �c�S iT�::'+"�wt4tK�=tr.Pt7s <,:�.:�e+s _, r, .:�,,: ;�w+i.ti>:;��;3..i��_'ai��+c:..�?�wr-+si+i�atxL3�- _ _ y - ...� yam, @: � .:. � � ... z-, - . ...:::; ->�:5 -. ,. t � rr ' : e-o•.'Y.`-. f--asx y - t'S W/O o? li c)iAneww --------- ---- 4' ENLARGE® FRONT ELEVATION FRONT ELEVATION Revised Option (prepared based upon section 70-126 Special Exception criteria o Lowers the proposed entry feature to tie into the main ridge of the existing roof structure. o Removes the non -approved Mansard roof at the entry and South elevations. Option is revised to conform to the Gulf Stream Code. New entry comes off the roof of the main body and integral part of the house providing continuity between the existing house and the addition. ® The entry has no more prominent appearance than that of the rest of the house because it does not exceed the existing roof height. Continuance of the Entry roof at 15'1 %", matching the existing reduces the % of flat roof area from 757 s.f. or 14 % to 677 s.f. or 10 % o Eliminates 356 s.f. of flat roof over the West Vying of the house; new gable roof is proposed in this area. RIGHT SIDE ELEVATION u ����iura�ce � uner€ Al IAN Mr-W Rlr)r.F TO FXRTRNr..ROOF GAR/ oil ZT�'? NNB as °o 1 Ts .b o ,� X U O .� 4-J � 4 � one 4.1 ��. 0� O a a)4-J v p w 1-4 o H�r� w c cz z o 4-1 o u z �' � m � 0-4 3 a C w 0 Of i �3 4-Ja ,4 � a uj u o� ,u w� U) \ o � o 7ua S� o 3 o N 4 N c� O 4� 0~ o � I 2 JI Q a � Q O LL lu IL w O N W UL J � O p U. 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Oo -o U .- N M cY Ln a) <U) w o, 0 @ m d 0 0 0 N m Q Q 0 cu O 0_ a Q E a 0 a� �0 00 O N C `- o m .n E a� n4) Q V) F rA XW lo ml MEW # , eA I kI , 71 1\ . - lk I I nr"ki H I '/" � IOL 5 S) -J� Double Door Area (inches) Single Door Height 94 Width 89.5 Total Area 8,413 4,206.5 Glass - inches) Height 60 58 Width 70.625 34.313 Total Area 4,237.5 1,990.125 47.3% Less: Glazing Beads (Vertical) Vertical Height 60 Width (x2) 2 -120 Less: Glazing Beads (Horizontal) Width (4 Beads) 68.625 Height 2 -137.25 TOTAL GLASS 3,980.25 Percentage of Glass 47.3% ORDER. NO.: 30336738 E DNE MULLIONS NOA # 4 4 4 4 4 4 (2)1" x 4" x 1/8" VERT. MULL FL34545.1 4 4 (2)1" x 4" x I/8" VERT. MUL FL34545.1 4 4 4 4 V x 3" x 1/8" VERT. MULL FL34545.1 4 4 4 4 4 - - - - - - - - - - - - I I 89%4" / \ I I I I I dJ I I I \ / \ \ / / 114 -----------------J s1w WINDOWS & DOORS 975 S. CONGRESS AVE. DELRAY BEACH, FL 33445 TEL - (561) 274-8283 FAX - (561) 274-9262 W W W.SI WIMPACT WINDOW S.COM PRODUCTS REVISIONS No. DESCRIPTION DATE PROJECT: PARRY RESIDENCE ADDRESS: 11 DRIFTWOOD LNDG GULF STREAM FL 33483 ARCHITECT: DRAWING DESCRIPTION: AS NOTED DATE: DRAWN BY: 04/05/21 VS SCALE: AS SHOWN SHEET: ,DWG: 2 1 2 OF 2 f777--45/4 '--I EN] 00000 113 WINDOW & DOOR SCF OPNG # WINDOW/DR TYPE SIZE (in) NOA # APP\ D.P.R. 101 SINGLE HUNG 45 1/4" x 72 1/2" FL33620.1 +80.0/- 102 SINGLE HUNG 45 1/4" x 72 1/2" FL33620.1 +80.0/- 103 SINGLE HUNG 45 1/4" x 72 1/2" FL33620.1 +80.0/- 104 SINGLE HUNG 36" x 73" FL33620.1 +80.0/- 105 SINGLE HUNG 36" x 73" FL33620.1 +80.0/- 106 SINGLE HLTNG (2)30" x 72 1/2" FL33620.1 +80.0/- FIXED(PW) 60" x 72 1/2" FL34706.2 +70.0/. 107 SINGLE HUNG (2)30" x 72 1/2" FL33620.1 +80.0/• FIXED(PW) 60" x 72 1/2" FL34706.2 +70.0/• 108A SINGLE HUNG 37" x 60" FL33620.1 +80.0/. 108B SINGLE HUNG 37" x 60" FL33620.1 +80.0/ 109 SINGLE HUNG (2)29" x 72 1/2" FL33620.1 +80.0/ 110 SINGLE HUNG 37 1/4" x 72 1/2" FL33620.1 +80.0/ 111 SINGLE HUNG 45 1/4" x 72 1/2" 1 FL33620.1 1 +80.0/ 112 SINGLE HUNG 45 1/4" x 72 1/2" FL33620.1 +80.0/ 113 SINGLE HUNG 45 1/4" x 72 1/2" FL33620.1 +80.0/ 114 OL'TSWING DOOR 89 3/4" x 941/2" FL34006.3 +55.01 I 15 wol MEMO li NMI ilam-1100001- 10-01 NONE mm -.. 11 I L-------------------------- DOOR ELEVATIONS SCALE: 1/4" = 1'-0" y \� aa1 rr \ llliri�� �� act, •. z 'AA I �_IMFZOC; 47 V x .� �, �._. • `�-.._ . -..,.,.�—�._ mot. %` ��` __ ��---.�_. i. ��# A A ;s _ � -r —' _ E� t �• Imo'. � � ; .�-.a�:.< �. _ e .. r:. ��-tY��6�.C+fl�f3-�i . 11 i�3�,*lir.3st.� �` ' • �' � �� '�`� �` � � }+1 fir' . � 7nVA AIN KI Farr 'A AAr rT V _ % 4 t ry ' ir,•• , i - .r-r ..:v r c r : ._.. ._.-.� _...�., ."�_.`r•irJiht3{�J.d •�ttii� Y � f a 0) E `-n Q) O O 14� � 'L3N- � cn Lq > � 0 E- N "" u O w ;-4 � cn ' 3 �i a 3 CO Q (' 't ( N + N a-+ W O O O N Ln N bA W Q, 7to � ") a' " v °c :C u can v x o w a (� v cz �o x a W v °J � u p w 3 o o Nn 0a � w °o . 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O U m L C 0-6 N y O o a L E � U L O cc L N 0 E U) r- C cu o a to V� O � o �U C tD 0 3� (D U c - C uj M O } 0 0 O_ a) w v Lo Q O O O N c) Q Q 0 LL co 0 a a Q C a) E a 0 a) a) � ❑ O O O N C W .a E _ a) CL a) a cn I" L1 LI- J a `fl 3 CD El) N a) O t0 U O � C L O C Q L w cn a) �° o °' m O V c co m U O L L z `� N °� U N m Q i o © CL o a c N L L a o a o W a) , ai o > X 171, W CDE Q p O v CD m a) c 0) 1 � °? o o ` -0 4 E Z CD U ' a)O O a) O CD i C a) y pL N + O = co a �LO C 3 w 0 0 v = U X O O O 0 ` N 2 3 O W � M = i C a LLi w LLi LLi i 1; O V) a) a 0 W CO U ji j I Qi C- c y C U Gi C O .. � tp C to �- m E 0) O y m o a E ca a 2 a) c w C o 3 O 0 a U) c L CV E C o L a m E C () r E a) � (D Y � (n CD _ 0 o CD m c o +N_' vi O � E a Q a) CM -a "O L Q w ° v o_ E E L 0. > c O L o a m a °r o o N m "J n m o — iri o v Q m 3 a s m w C C v c m o c cm CD Ea N U cc_' a) O a y m N c w d d Q > as c O N �-a N a a a) p a) N C a E U 4) iJ C f a)°N C Q) H O (D p 0 0 E t0 U E N cli Z LL Ll� Q U) N U a 0 C 0 M C CD a) m c C J O /D 0 c � M a) w Q U L v � O a = 42 C CZ m o� y� o �c� a �t � � Q uj co - A � a 0 0 0 N C7 a Q 0 ti fd O a a Q C a� a 0 v a') o� �o N o E as Q Cl) GENERAL NOTES THE ARCHITECT AND HIS AUTHORRED REPRESENTATIVES AND AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORK MATERIALS AND OTHER RELEVANT DATA AND RECORDS U) EREVER THEY ARE IN PREPARATION AND PROGRESS. WHEN REQUESTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES OF THE WORK TO OBTAN THE END RESULT WITHIN THE FULL PURPOSE AND LATENT OF THE DRAWINGS FOR THE PROJECT, ANY DISCREPANCIES N THE: CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARHCHITECT'$ / CONTRACTORS ATTENTION PRIOR TO C4211E NCEMW OF WOW OR CONSTRUCTION, 60 THAT CORRECTIVE MEASURES MAY BE TAKEN ANY UNFORESEEN CONDITIONS N FIELD AFFECTING THE DEBKdN CONCEPT OF THE: BUILDING, OR THAT ARE IN CONFLICT LATH THE [DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION ALL CONSTRICTION SHALL BE IN ACCORDANCE WFTH THE FLORIDA BUILDING CODE 2020 EDITION AND ALL APPLICABLE NATIONAL, STATE, AN LOCAL RULES, FEQI 11ONS AND ORDNA4MS. ALL WORK DONE UNDER THE SUPERVISION OF THE GQNERAL. CONTRACTOR IS TO BE DONE N A NEAT AND WORKMANLIKE MAiER THE GENERAL CONTRACTOR SHALL VERIFY ALL ORMENSIONB AND CONDITIONS IN THE FIELD, AND SHALL COOR ONAM WORK OR CONSTRICTION BETWEEN TRADES. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SIX (6) PRINTS OF DETAIL SHOP DRAWINGS OF ALL APPLICABLE CONSTRUCTION. SUCH DRAWINGS SHALL SHOW THE: DESIGN. DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY To NBUIE THAT THEY ACCURATELY INTERPRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR RURNIBHNG THE MATERIALS, APPARATUS, DEVICES, ETC OF PROPER DRffN81CN, SIZE, OUANTITT, AND QUALITY AS SHOWN ON THE DRAAUNGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWING. ALLOW TWO WEEKS FOR REVIEW TIME. PROVIDE 3-VU' GATT SOUND INSULATION AT INTERIOR WALLS - BATHROOMS, BEDROOMS, LANDRY ROOMS ETC.- VERIFY W/ OWNER ER ON INTERIOR WALLS TO RECEIVE (0 ADDITIONAL LAYER OF IR' SOLD BOARD - 440 HOMASOM OR EQUAL THE DRAWINGS ARE NOT MENDED TO SHOW EVERY MINOR DETAIL OF CONSTRICTION THE CONTRACTOR IS EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHAICL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED N PROPER WORKING ORDER IN COIiO WIANDE WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING JURISDICTION DIMENSIONS INDICATED ON THE PLATS ARE FROM FACE OF FINISH WALL VERIFY ALL DIMENSIONS IN FIELD FRIOR TO BEGINNING WORK. . USE FIGLIRED Ott ONLY. DO NOT SCALE DFLNJANGB. DO NOT DEVIATE PROM THE WRITTEN DIM. MORE TWW V WITHOUT WRITTEN FEW186ION FROM THE ARCHITECT. DEVIATION IS NOT PERMITTED WHERE 'CLEAR' OR'FIOLD' DIMQ.910N8 ARE INDICATED NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES IN THE PLANS OR SPECS. THE INTERPRETATION OF DRAIIUINGO, SPECIFICATIONS, OR OTHER BIDDING DOCUMENTS SHALL NOT BE MADE YEF45ALY TO THE BIDDER F THE BIDDER ID IN DOUBT AS TO THE MEANING OF ANY DISCREPANCIES OR CONFLICT HERE R THE BIDDER SHALL TELEPHONE OR SUBMIT N UMTINCG TO THE ARCHTECT A REQUEST FOR INMRPRETATION. IN THE: EVENT THAT THE BIDDER IB DEMANDED TO HAVE ESTIMATED, XP THEN THE MOST EXPENSIVE WAY OF PERFORMINGTHE WORK SHALL. TAKE PRECEDENCE. THESE DWIMENTS, AS INSTRPIMMS OF SERVICE- ARE TFE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SMALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS 60 THAT THEY ARE COMPLETE AND RILLY RHCTIONING (EXCEPT AS NOTED HERENL DO NOT SCALE THE DRAWIGB. ALL AREA CALCULATIONS ARE APPROXIMATE. FIELD VERIFY ALL DIMENSIONS. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY CWNm URO_ THE CONTRACTOR SHALL PROVIDE THE OUTER/ ARCHITECT WITH A WORK SCHEDULE AND ANY ANTICIPATED CH4N GEE THAT MAY OCCUR N IT. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OU.ER/AR"WrMCT FOR THE ACTS AND OMISSIONS OF ITS COMPLETION OF THE WDFK. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WITTEN APPROVAL OF THE ARCHITECT. DETAILS MARKED AS TYPICAL APPLY TO BMILAR C4NDITIONL9 INCLUDING CONDITIONS NOT MARKED AS SIMILAR UNO. TYPICAL DETAILS NOT SHOW BUT NECESSARY FOR CONFORMANCE WITH APPLICATION PROVIDE A WEATHER-REVOTIYE FARRIER AT ALL OPENINGS AND PENETRATIONS OF THE FUILDING ENVELOPE. WATERPROOF ALL WEATHER-EX00ED SURFACES AND NSTALL ALL THERMAL BARMERS AS TO FORM A COMPLETE INSULATING BLANKET AROUND THE HEATED AREAS OF THE BUILDING, NOLLATE ALL WEAT- BEARNG PIPES, DUCTS, OR OTHER FIXTURES THAT PENETRATE THE NSULATED BL.AICET. INSTAL ALL OTHER WATER PIPES M A MANNER TO PREVENT FREEZING (NOTE, ALL PIPER TO BE ANCHORED TO UNDERSIDE OF STRUCTURAL SLAB M HAVE CONY. SLEEVNG / PROTECTION THROGHLUT UNDERGROUND). ALL WOOD N CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVAUZED. FLASHING, CRICKETS, DRIPS, ETC TO BE 16 OZ_ COPPER OR SMILAR MATERIAL TO ROOFING SYSTEM. PROVIDE FIRE STOPPING AT ROOF, WALLS, AND CEILING AS REQUIRED. ELEVATIONS ARE TAKEN FROM AN ASSUMED DATUM OP 0'-0' TOP OF CONCRETE SLAB. (CID' NAVD. FOR GROUND LEVEL). THESE PLANS AS DRAW AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REOUNVIENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SMALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE N ITS ENTIRETY AND BUILD N ACCORDANCE WITH ALL FROVBIONS OF THIS CODE US41CW MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES - NOTE ALL CEILING PENETRATIONS - LIGHTS, VENTS, FTC. TO BE SEALED • EDGES AS PER FLORIDA BUILDING CODE 2MO EDITION. ALLCBS EXTERIOR BLOCK WALLS TO RECEIVE 'CO/EFILL 800' BY TAILORED FOAM OF FLORIDA 4 APPROVED R-TJ (MR) NSUI ATICK WOOD STUD, (METAL STUDS) WALLS TO RECEIVE R-11 BATT. RAS FOR 6' AND B' WALLS INSULATION (NOTE. FOOD TO BE 'CLOSED SYSTEM' USING BLOWN ON R-30 'ICYNENE' INSULATION BY 'SALE INSULATION' OR EQUAL TO THE UNDERSIDE OF: RAF DECK (TYP). NOTE, ALL 'ICTNENE FORT TO 15E PROTECTED WITH DC-315 COATING AS PER MANUFACTURE'S SPECIFICATIONS 4 THE FLORIDA BUILDING CODE 2020. THERMAL BARRIER - IF EQUIPMENT IS INSTALLED N ATTIC SPACE INSTALL PVC PLASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUTS OTER MATERIAL STOPS SMALL 0E CAREFULLY MITERED AT CORNERS. ALL EXTERIOR CORERS AND WIDOW AND DOOR OPENING TO RECEIVE PVC CORER BEADS. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRICTION HANDBOOK, LATEST EDITION NOTES( L DO NOT SCALE DFAW G81 2. FIELD VERIFY ALL DMIENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOT AF HWMCT IF ANY DISCREPANCY W DRAWING& (BEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. THIS DRAWW. IS NOT FOR CCNSTRIICTION, IT HAS EIEETI ISSLED FOR 604F441ENTAL h'EVIEW AND/OR PRELIMINARY PRICNG SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL PALM BEACH COUNTY, FL APPLICABLE CODES OCCUPANCY CLASSIFICATION 2020 FLORIDA BUILDING CODE GROUP R3 — SINGLE FAMILY 2020 FLORIDA PLUMBING CODE 2020 FLORIDA ELECTRICAL CODE TYPE OF CONSTRUCTION 2020 FLORIDA MECHANICAL CODE TYPE VB UNPROTECTED / UNSPRINICLERED SHEET SCHEDULE BEET NO. SHEET TITLE SWEET NO. SHEET TITLE SHEET NO. BEET TITLE SURVEY SCALE, P IV-0- LANDSCAPE ARGHHTEGTURAL L-I EXISTING TREE PLAN SCALE: I%0'-0' A" EXISTING SITE PLAN SCALE, V6'•I'-m' L-2 PAINTING PAN SCALE. I',Im'-0' AIDI PRJFOBED SITE PLAN SCALE: VB'•I'-0' L-3 SPECIFICATIONS, DETAILS, AND NOTES NOT TO SCALE AIOIC POFOBED SITE PLAN SCALE: 7'.Im'-0' (COORONATION) IL -I ILLUSTRATIVE PLAN SCALE, P,10'-0' A103WP H'A'RDSCAPE VS SCALE: 1/B'•I'-0' PERVIOUS SITE PLAN IL-2 ILLUSTRATIVE ELEVATIONS SCALE. Ve'11'-0' A2AMD GRDLND FLOOR PLAN(DUMENSION) SCALE. 3/I6'•I'-m' CIVIL A700N FLOOR �A (��) SCALE, 3M'•i'-m' 1 OF 4 CIVIL SITE IMPROVEMENTS PLAN SCALE. I'do"o' A2ID1D PROPOSED 5EC40ND FL(DMENBICNU SCALE: 3/16'•1'-0' 2 OF 4 PAVING AND DRAINAGE DETAILS NOT TO SCALE ALVIN PROPOSED FL�) SCALE, 3/6-4-0- 3 OF 4 GENERAL NOTES NOT TO SCALE A2ID2 PROPOSED F?<.LF PLAN SCALE: 3M'•I'-0' 4 OF 4 POLLUTION PREVENTION PLAN SCALE, P,10'-0' A3ID PROPOSED EXMMOR SCALE. 3/IG'•I'-0• ELEVATIONS A3IDI PROPOSED EXTERIOR SCALE: 3M'•I'-0' ELEVATIONS CONTRACTOR SURVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECTS MOUIf ASSOCIATES, INC O'BRIEN, CURTER k O'BRIEN ENVHRO➢ESIGN ASSOCIATES DAVE BODKER LANDSCAPE ge architecture, Inc. 601 N. CONGRESS AVE. 055 NW 17 AVE, SUITE K-I 29B PINEAPPLE GROVE RAY ARCHITECTURE/PLANNING, INC 1045 e. atlantic —a. SUITE 109 Delray Beach, FL 33445 Delray Beach, FL. 33444 001 N. CONGRESS AVE., defray beach, fl. 33483 Delray Beach, FL 33445 SUITE 105-A fl. lic. AA-20002044 DELRAY BEACH, FL 33445 PH. (581) 276-9640 PH. (561) 276-4501 PH, (561) 274-8500 PH. (561) 276-6311 PH. (561) 276-6011 FAX (561) 265-3866 FAX (581) 276-2390 FAX (561) 274-8558 FAX (581) 276-6129 HEPTACHLOR TECHNICAL CHLORDANE, OR OTHER APPROVED CHEMICALS SHALL BE USED IN CONCENTRATIONS AS PER MANUFACTURIER3 PUBLISHED NSTFEIC110N0 IN COMPLIANCE WITH EPA REGULATIONS. (ALL PRODUCTS TO BE NON-VOC). DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEOR: IA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE ALL WORK MATERIALAND D EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM THE CLOSING DATE TRAFFIC, CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MNRI M INTERFERENCE WITH ROADS, STREETS, WALKS. AND OTHER ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. DISPOSAL, CONTRACTOR IS RESPONSIBLE FOR FEHOVAL FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EQIIR'ENT, MATERIALS AND COLORS. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A URITTEN C414PMTFE FOR ALL WORK UNDER THIS CONTRACT FOR A MNMMM PERIOD OF ONE YEAR FROM THE DATE CP ACCEPTANCE BY OWER CORRECTICN OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL. INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WOW MICH HAS BEEN DAMAGED. REPLACE ANY WORK THAT FAILS TO CONFORM TO THE DRAWINGS AND DETAILS CORRECT ANY DEFECTS DUE TO FAULTY MATERIALS AND WORKMANSHIP WHICH APPEAR WITHIN ONE YEAR OF OWNER ACCEPTANCE OF CONSTRICTION. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED N' THICK FIBERGLASS PIPE INSULATION CONTRACTOR TO PROVIDE DRAUNG8 TO TRUSS MANFALTUIER MECHANICAL SUBCONTRACTOR TO COORDINATE Al REQUIFED AC -DUCT WOW PENETRATIONS THROUGH THE ENTIRE STRUCTURE ALL TRUSSES, 4 GIRDERS SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND TIE SEA 5 WITH APPROVED ANCHORS. - SEE STRUCTURAL DWGS. ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND GONER COLORS ON PLANS FOR PRICNG FURFOBE5 ONLY. (PAINTING SUBCONTRACTOR TO PROVIDE PANT SAMPLES)_ ALL INTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER. COLORS ON PLANS FOR PRICING F URPOeES ONLY. (NOTE. ALL PRODUCTS TO BE NON-VOC') NOTE, PRODUCTS BY ANY OF THESE MANFACTURERS ARE ACCEPTABLE COATINGS, BENJAMN MOORS, SHERWIN WILLIAMS, PITTSBIIRGH, DEVOE, DUPCW, M PORTER ARE CONSIDERED EQUAL. (ALL ARE TO BE NON -VOCAL CONTRACTOR SHALL DELIVER TO OMER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES AND OPERATING MANUALS. PROVIDE MOISTURE RESISTANT GYPSM WALL BOARD TMDLD TOUGH' IN ALL BATWROC MO, KITCHEN M LAUNDRY RIMS ALL CONTRACTORS AND SUBCONTRACTORS SHALL VI81T THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS. VERIFY EXISTYG CONDTICNO COMPLY WITH CUR.4ENi CODE REQUIREMENTS, NOTIFY ARCHITECT N WRITING F CIMYGES ARE NECESSARY. NO EXTRAS WILL BE GIVEN REPORT ANY DISCREPANCIES N THE DOCUMENTS TO THE ARCHITECT PRIOR TO SUBMITTING PROPOSAL - NOTE, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY AND ALL ABANDEN UNDER GROUND UTILITIES, PIPES, WIRES TREE FOOTS SEPTIC TAW, ETC - PRIOR TO COMPACTING SITE IT IB THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE SITE WITH CWER THE CONTRACTOR SHALL OBTAIN AND BEAR THE COOT OF ALL. REQUIRED PERMITS. LICENSES AND APPROVALS NECESSARY FOR THE CCMPLETICN OF THE WORK ALL REQUIRED INSURANCE SHALL BE FTCVDED FOR PROTECTION OF O VIER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. THE CONTRACTOR AND 9 BCONTRACTORS SHALL COORDINATE WITH EACH OTHER TO PREVENT OVER87EFPING EACH OTHER THE CONTRACTOR SHALL FROVIDE LABOR 4 MATERIALS NECE8SARY TO MAINTAIN CONSTRUCTION SCHEDULING. THE BIB - CONIRAGTOR SHALL BE RESPONSIBLE i0 MEET THE SCHEDULE AS PROVIDED AND AGREED TO WITH TFE CONTRACTOR PRIOR TO CONSTRICTION. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLAW WOMCI ANLIKE MANER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE ACCEPTANCE BY THE ENGINEER /ARCHITECT MIST BE A CONDMON OF THE CONTRACT BETWEEN THE GET. CONTRACTOR AND OVER THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING WORK, - MAKE-WAYA400 K UP SRJ4EDULNG OF ALL TRADES AND WORK (INCLUDING WOW OF OTHERS WERE NO CONTRACTUAL RELATIONSHIP EXIST). PROVIDING BARRICADED, TEMPORARY POWER LGHTIG TELEPHONE SERVICES, ETC. AS REOD. TO COTE MPLEWIORC - TEMPORARY UTILITIES, CONt.ECTONB AND PAYMENT OF ALL UTILITY CHARGED DURING CON&TR&1CTION COORDINATION WITH OWNER OR AGENT OF DELIVERY AND REMOVAL IF MATERIALS, EQUIPMENT, AND OTHER ITEMS TO / FROM SITE _ REMOVAL OF TRASH AND DEBRISS, PLACE N DESKGNAMP CONTAINERS AS DIRECTED BY OWNER /AGENT. REMOVE ALL TRASH FROM F9 h7MISE8. 1851E ALL ADDENDUM, RREASICNS AND UPDATED TO SUBCONTRACTORS IN A TIMELY MANNER. - ALL DRAWING, SPECIFICATIONS, AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL ROMAN THE ARCHITECTS PROPERTY. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT ORAWIGD AVAILABLE FOR RENEW AT THE J0861TE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL PE56 N DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE CUM" RECORD COPY. ALL WORK SHALL BE LAID OUT TRUE, SCARE AND PLUMB TO EXACT AND CORRECT DIENSIONB. IF DISCREPANCIES ARE 0180OVERED, THE CONTRACTOR MUST NOTIFY THE OWNER/ ARCHITECT IN WRITING PRIOR TO PFOCEEDNG. THE ARCHITECT WILL. 18011E A DR'ENBIONAL OR LAYOUT CORRECTION NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL ERRORS. ALL MATERIALS USED N THE PERMANENT CONSTRICTION OF THE WORK MUST BE NEW AND WINDED (WINO.), FIRST QUALITY, FREE FROM DEFECTS AND INSTALLED PER THE MANUFACTURERS RECOM ME DAMONS FOR THE APPLICATION AT HAND. ALL WFtOMVWOWIF SMALL BE OF FIRST CLASS QUALITY. CONTRACTOR SHALL PROVIDE CUT -SHEETS AND SPECIFICATIONS OF ALL IT" FOR SBMISSION TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INSTALLING. PRODUCT MAISFACIURERS INDICATED N 6CHEDIILEO AND/OR ON PLAN& WERE SELECTED BASED UPON QLAL TY, STYLE, SIZE, COLOR ETC AND ARE NOT N- TENDED TO FESTRCT THE COMPETITIVE BIDDING. PRODUCTS EQUAL TO OR IN- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN )RTINHGG PRIOR TO FUR OWA 16 OR INSTALLATION. ALL DOOR FRAMED TO BE LOCATED D' TO 6' PROM ADJACENT PARTITIONS, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPACLED, SANDED,PRIMED AND PANTED W LEVEL V FINISH. CONCEAL ALL FASTENERS AND ATTACHMENT& FROM VIEW DINER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT APO COMPLETE PRIOR TO BIDDING AND START O CONSTRUCTION. OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION ALL DOORS 4 WINDOW& TO BE IMPACT RESISTANT AND COMPLY W ALL DADE COUNT- IMPACT AND WIND CYCLING TESTING REQUIREMENTS VCGI' OR EQUAL) ALL INTERIOR WALLS THAT RECEIVE TILE MARBLE - TO BE BACKED W SM' 'DENS-6441ELD' OR EQUAL ALL WALKWAYS TO BE &LOPED AWAY FROM BUILDING FOR POSITIVE DRAINAGE. MIL 2%. - BEE CIVIL DRAUIN'GBJ ALL GRCND FLOOR SHOWERS TO HAVE MIL 4' DEPRESSED SECOND FLOOR HOLLOW -GORE PLANKS - ELMIINATE 2' TOPPIG FOR ALL FLIT - = t , aE D AU031922I Town of G1I1f Stream, FL SLf7VEY0es REPORT/LE( TD e= cEmmuE Wd4 = WATER METER COAL = GOACRETE OR.3 = OFFICIAL RECORDS BOO( FPLOO = FLO9DA FOWER & LA94T COAPANY +232 = =A77ON BASED ON/ M727H AM9aUAN VERTICAL DARN f.188 SaRCE 7 -AET G°S AE7WORK' FLOOD 20AE AE (EL 6) LL"il4llNTY PAAEL NO. 125A99 MAP At1 12099CO981 RFM' F EFFECMIVE DATE CCTOSE R 5; 2017 ALL DAE7,90115 9-04N BASED ON STAIACARO US FOOT 7F/S S7.RVEY AEETS 7FE O.OSCRE OF 1 FOOT PER WOO FEET AS REOLIRED FOR OCA f AL FIGH RISK PROPERTY TF/S SRVEY HAS ADE:VED A MAALM LEVEL OF acsLRE OF FOOT W V,000 FEET AS REOLfdD FOR ICOMIEROAL/AKil R57C FROERTY CLOSCRE WAS ACFEEVED BASED ON A REDLMAAGY OF AEACAd'AflVTS FOR VERTICAL MOU WAL AAO AAGU AR DAE WAS AID TITLE WAS REVEWED OR SEARCH OF TFE RALC TECOR05 WAS MADE M REGARD TO EASSWE?W S 774 A T MAY AFFECT SLaECT PARCEL AID SLESLWACE SFA/ WAS MALL FOR UM17ES OR LMERGRO.M FOO7ERS rOC1'WN.110*,7 LOT ( BLOC( (RAT A.q. 1 POLO FARDS; ACCOSITG TO TIE RAT TWiEO- AS TE•Ca?XD M PLAT BOOK 2 , PACE a PLELC RECO39S OF PALM BEACH COLWTY, FLOODA CER77F7m TO. 3420 O.LF 57REA( LLC A FLOdDA UMTED LIABILITY 0SWANY USTK]C & A ZW_ PA OD REPLELE ALAT70NAL T77LE A614MACE CO.PANY op. REG-EIVIFLl aU� 19 20 Toy n of G0f dream, FL AP OF AS —BUILT SURVEY 577E ADDRESS 3420 aLFSMEAM ROAD, GLLF STREAM, FLORDA 334W PARCEL COVMa W. 10-43-46-03-03-001--0010 I IE;HHY CERISY THAT i SWWY WAS WOE MICR LIY RE5-a&&f CFNlKi AAD srETs me sTuoArms W mncnre AS ser FQPTH fiY nr aa, BJA/ID OF PROfE59QVAL SLRVEYQPS A!D WPfM N GL1PiER SJ-ll, fiC>�A AOAIISTRI )iVE CLYI; PLRSUANT M SECi1fAV 4rz0P7, FLORDA STA nnES PAUL D. ENGLE sAauTur.vo SURVEYOR & MAPPER 15708 IIE WAfC01R1 uA�srn 0 BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERDFlCATE OF AMORRAn NJ SCRVEYGIR AAD MAPPER R7 RESUGME OMIkE. PAIL D. EAGLE 955 NW 17TH AVEM.0 SUTE K-( OEUMY PEACK FLaWA 33445 PhVE' 561-276-4WI FAX 56F-276-2390 ALCX.6T W T8 ZOZT scut f _ p, 99-9_kb PROPOSED PROJECT 16 LOCATED ON THE WEST SIDE OF GULF STREAM ROAD. N VICINITY MAP NOTES: L DO NOT SCALE DRAWNG61 2. FIELD VERIFY ALL DRIEMIONSI 3. CONTRACTOR TO VERIFY ALL EXISTIN3, CONDITIONS, AND NOT ARCHITECT IF ANY DEBCRIPANCY W/ DRAUNGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE AP'PROX. GENERAL NOTES: L IT 18 THE INTENT OF THE ARCHITECT THAT THIS UIORK BE NcQFOR'IMICE wrn4 ALL REQUIREMENTS OF THE BUILDRYa A7THORITIE5 HAVNG JUR8D ICTION OVER THI6 TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CCNIRACTCRB SHALL DO THEIR WORK N CONFORINNCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DR¢NSIONS AT THE.1015617E PRIOR TO COFFENCBYs wORC THE CONTRACTOR SHALT- REPORT ALL DISCREPANCIES BETIEEN THE DRAUMA AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COItENCRG UIORC 3. CONTRACTOR SHALL 8UPPLYLOCATE AND WILD INTO THE WOW ALL NSERTS, ANCHORS, AYiES, PLATES, OPENBYB, SLEEVES, HANGEIRB, BLAB DEP-WE8010NS AND PITCHES AS MAT BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. ALL DETAILS AND SECTIONS 8HOM ON THE DRAMGB ARE MENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELMUUA-ERE N THE WOW EXCEPT UHEIE A DIFFERENT DETAIL 18 SWOUL 5. THESE DCCU'1EXTS, AS PBTRtENTB OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WRHOUT E>O-RE50m PRIOR WRITTEN CONSENT PRCM THE ARCHITECT. DESCRIPTION: LOT I, BLOCK I, PLAT NO. I POLO FIELDS, ACCORANG TO THE PLAT THEREOF AS RECORDED N PLAT BOOK 26 PAGE B, PUBLIC RECORDS OF PALM BEACH CONEY, FLORIDA LEGEND: CONOFETE POOL DECK AND PAVERS DRIVEWAY TIW STORY RESIDENCE !TILE PROF) SET BACKS: REDSR£D PROP00ED FRONT 1.-0' 31'_I• SIDE NTERIOR(NORTH) IS'-0' BIDE INTERIOR (SOUTH) IS -0- 15'_2 REAR (UE6T) 20'-0' 51'-8' ALLOWABLE HT. 0' 9-0(TOP OR RIDGE) 25'-8' P (TOOF FIRST FINISHED FLOOR TO THE 14IGHE6T EXTERIOR FONT OF ZONING GULF STREAM CORE (TOWN OF GULF STREAM) I I I I I I I ; I ' I I � I e'e IQ}aN roa (rxLo eeRvr Nr. uo uW.0 NaH eaaaKtac 1 I Here uv eLGex waL COATBY. • t� xaac I I I I I I I I I I I I I I I I I I i I I I w I I I I I I I I • a�iwovo°" I I w 9 I I I I �I I I e I I I I I I I I I I I I I i my I 3 I � I u_ a l Ib: 1•.•- ....... �aenia um I I I I I I I 7 I I I I I I L I I I I I I I I I I I I I � I I I I I I i T ( I I I �•� I w I I I 1 ' I I 13 I I I I I � I LOT 2 BLOCK I EfTPN14T0G Me ro v-u4r L.4DY..GP! R,YNe ItOFR-4i'leD LP TANa- laoNr 156.9'1' __—_ .s+sr aaE uvrEP aauinr —__— 3 0 a aGn wn. �GAe esT--��----------------------- --------------- ------------- ra oUeTaoe9.a�Tow'm e � � (l , I a�Gxu,m G.o°ie snei'e�"" a _. omn,w I pO°1PYf � I «NCTxTe eLAee nNare, wrro � � #$ y�� - - 6 I uTa ro xnaeec ro aNN aev. - - - eAGrN )FM FdW n.GKaTION IMYelY 101ed NNGNt miN as --o a.wn- -- - Pavelm %'- ' C✓R n i' L��EepTClE eeF.E.a9tlavBe s' _ ',,. -. i}R AOR PPtLV NIFR (Eff �1 -------------- — — — __-- R Cee�BNY ' aVO. DRMI�YdA A i PaaL �mo na�a uv wr 1aT ..................................... Ems " -III �I��'��,� �• • ;__�,.- -- L camrArm I W j . o Oej �— _ � PAVHr � rt a- • � _. i - -' N I' LFEOTQE = I LL BDi LOCKI I I ---- rymwereuw --"'"� /15589 °uQFV i !-C eaae eElpAC% — ---- �ed• LYbKJP! mD IRGNGI%N O.aWrUe� .4t 15384' TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREAE 15bas bFEFFECTIVE LOT AREA B &F FAR CALOULA710N0 EXIaTNG DEM NEW NET 10T FLOOR LIVING 0 SQFT. 0 SaFr. 2,IW BQFT. 2,TI0 BQFT. CEILING OVER B' !DOUBLE) 0 SaFT. 0 BaFT. 0 BaFr. 0 SaFr. 2ND FLOOR LMNG 0 SOFT. 0 60Fr. Ib00 SOFT. 1,600 Sam 49T FLOOR COVERED (PORCHES, OVERNMY. 2 1Q1) 0 SOFT. 0 80Fr. 444 8QFr. 444 SOFT. 2ND FLOOR COVERED 0 SOFT. 0 8aFT. 0 Sam 0 SOFT. AUNNCG , V AND 8CR'EFN ENCLOSURE (AT 50%) 0 SQFT. 0 SaFT. 0 SCIFr. 0 SOFT. GARAGE 0 San. 0 SOFT. 611 WIFT, 611 SOFT, GRO80 FLOOR AREA. 0 SOFT. 0 SOFT. —5 SOFT. 5j65 Sam CUT WILDING 0 BOPT. 0 SOFT. 0 80IFT. 0 SaFr. TOTAL FLOOR AREA P OP08W 0 SOFT. 0 SOFT. 5,365 8QFT. 5b65 SOFT. FIRST 2020M x M 5,144 BQFT. OVER 20AMV x 20 0 SQFr. ADDITION LO JA AREA SPECIAL fE>dl•IPTION zzz SOFT. TOTAL ALLOU146LE PE FAR R AI tTRAL W/ SPECIAL ENS-IFTION 596b BaFr. TOTAL HAOSCAFE AREA REQUIRED LANDSCAPE AREA !LOT SIZE x 40%) b)% S!1• FT. ACTUAL % LAOBCAPE AREA TJ25 WIFT. I I TELo �I I � "ra^-a•-uwx i ` I I I N I PROPOSED SITE PLAN I A1.01 SCALE i t Architect, Planner and Designer AA-26002044 1045 East Atlantic Ave. Suite 303 Delray Beoch, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR BIDS PERMIT CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL ly W CLIENT APPROVAL IJ! REVISIONS Q N 3 R Q/%Fp` w AU13 19 2521 U Town ofGulf Stream, FL IVFILE NUMBER IV W 51OA101 IL R DRAWING TIDE 'PROPOSED SITE PLAN Z w L U O DATE DRAWN BT 06.03.21 I JH JOB NUMBER � 20210$10 DRAWING NUMBER A1.01 e NR GENERAL NOTES THE ARCHITECT AND HI8 AUTHORIZED REF7E0ENTATIVE5 AMID AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORM MATERIALS AND OTHER RELEVANT DATA AND RECORDS WHEREVER THEY ARE N PREPARATION AND PRCGRES&L WHEN RECILIESTED, THE CONTRACTOR SHALL FURNI844 DUPLICATE COPIES OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES OF THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. ANY DISCREPANCIES N THE CONSTRICTION DOCUMENT DRAWING OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S / CONTRACTORS ATTENTION PRIOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, SO THAT CORRECTIVE MEA&bES MAY BE TAKEN. ANY UFOREBETEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF RE N THE BUILDING, OR THAT ACONFLICT WITH THE DRAWINGSHA SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION ALL CONSTRICTION SHALL BE N ACCORDANCE WITH THE FLORIDA BUILDIG CODE 2020 EDITION AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL MILES, RSiiILATIONS AND ORDNANCE& ALL WORK DONE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR 18 TO BE DOE N A NEAT AND WORPtMILIKE MA*&R THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SMALL COORDINATE WOW OR CONSTRICTION BETWEEN TRADES. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SIX (6) PRINTS OF DETAIL SHOP DRALUP436 OF ALL APPLICABLE CONSTRICTION SUCH DRAWNGB 844ALL SHOW THE DESIGN, DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY TO NSWE THAT THEY ACCURATELY NTERPFET THE DRAWING. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DMENSION, SIZE, QUANTITY. AND —I- AS SHOWNON THE DRAWINGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE STOP DRAWRY,6 ALLOW TWO WEEKS FOR REVIEW TIME. PROVIDE 3-VU' BATT SOUND NSUATION AT INTERIOR WALLS - BATHROOMS, BEDROOMS, LAUNDRY ROOMS ETC.- VERIFY W/ OWNER ON INTERIOR WALLS TO RECEIVE (1) ADDITIONAL LAYER OF �' SOUND BOARD - 440 HOMASOTE OR EQUAL THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRICTION. THE CONTRACTOR 16 EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHANICAL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED N PROPER WORKING ORDER N CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING .URBDICTION. DIMENSIONS INDICATED ON THE PLANS ARE FROM FACE OF FLUSH WALL VERIFY ALL DIMENSIONS N FIELD PRIOR TO BEGMING WORK— USE r6USO Oft ONLY. DO NOT SCALE DFLNUNGO. DO NOT DEVIATE FROM THE WRITTEN DIM MORE THAN V WITHOUT WRITTEN PERMISSION FROM THE ARCWTECT- DEVIATION 16 NOT PERMITTED WHERE 'CLEAR' OR'HOLD' DIMENSIONS ARE INDICATED NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES IN THE PLANS OR 8MC6. THE NTEFBIETATION OF DRAWNCA, SPECIFICATIONS, OR OTHER BIDDING DOCUMENTS SHALL NOT BE MADE VERBALLY TO THE BIDDER E THE BIDDER 18 N DOUBT AS TO THE MEANING OF ANY DISCREPANCIES OR CONFLICT WERE K THE BIDDER SHA-L TELEPHONE OR SUBMIT N WRITING TO THE ARCHITECT A REQEST FOR INMRI-FETATIO. N THE EVENT THAT THE BIDDER 10 DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPENSIVE WAY OF PERFORMING THE WORK SHALL TAKE PRECEDENCE. THESE DOCUMENTS, AB INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORONATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS 80 THAT THEY AE COMPLETE AND FULLY FUNCTIONING (ENCEPT AS NOTED HERENI DO NOT SCALE THE DRAWINGS ALL AREA CALCULATIONS ARE APPROXIMATE, FIELD VERIFY ALL DUEN010N8. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY OWER UNO_ THE CONTRACTOR SHALL PROVIDE THE OWNER ARCHTECT WITH A WORK SCHEDULE AND ANY ANTICIPATED CF4NY>E8 THAT MAY OCCUR N M THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OUNER/ARCHITECT FOR THE ACTS AND 011661ON8 OF ITS COMPLETION OF THE WORD NO SUBSTITUTIONS SHALL BE MADE WITHOUT URTTEH APPROVAL OF THE ARCHITECT. DETAILS MARKED AS TYPICAL APPLY TO SIMILAR CONDITIONS INCLUDING ON CDITIONS NOT MARKED AS SIMILAR UXO. TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR CONFORMANCE WITH APPLICATION PROVIDE A DEATH ER-REDISTWE BARRIER AT ALL OPENRGB AND PENETRATIONS O= THE BUILDING ENVELOPE. WATERPROOF ALL WEATHER -EXPOSED SURFACES AND INSTALL ALL THERMAL BARLERS AS TO FORM A COMPLETE INSULATING BLA'JKET AROUND THE HEATED AREAS OF THE BUILDING NBIILATE ALL WEAT- BEARIG PIPED, DUCTS, OR OTHER FIXTURES THAT PENETRATE THE INSULATED BLANKET. INSTALL ALL OTHER WATER PIPES IN A MANNER TO PREVENT FREEZING (NOTE: Al PIPES TO BE ANCHORED TO UNDERSIDE OF STRUCTURAL BLAB 4 HAVE CONY. SLEEVIY / PROTECTION THROUSHO T UNDERb'iRC11D). ALL UIOA N CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED. FLASHING, CRICKETS, DRIPS, ETC, TO BE 16 OZ. COFFER OR SIMILAR MATERIAL TO ROOFING SYSTEM PROVIDE FIRE BTOPPNG AT ROOF, WALLS, AND CEILING AS REQUIRED. ELEVATIONS ARE TAKEN FROM AN ASSUMED DATUM OF 0'-0' TOP OF CONCRETE BLAB. (SO' NAVD. FOR GROUND LEVIELI THESE RANG AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR 64ALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE N ITS ENTIRETY AND BUILD N ACCORDAY.E WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDM68ED ON THE PLANS AND NOTES. - NOTE ALL CEILING PENETRATIONS - Lr.WTS, VENTS, ETC TO BE SEALED • EDGES AS PER FLORIDA BUILDING CODE 2MO EDITION ALL CBS EXTERIOR BLOCK WALLS TO RECEIVE 'COREFILL SOU' BY TAILORED FOAM OF FLORIDA 4 APPROVED R-11 (MIR) NSULATIOK WOOD STUD, (METAL STUDS) WALLS TO RECEIVE R-11 BATT. R-15 FOR 6' AND 8' WALLS INSULATION (NOTE: ROOF TO BE 'CLOSED SYSTEM' USING BLOWN ON R-30 'ICYNENNE' INSULATION BY pe a INSULATION' OR ECIAL TO THE UNDERSIDE OF ROOF DECK (TYPO. NOTE, ALL 'ICTNENE FOAM' TO BE PROTECTED WITH DC-315 COATING AS PER MANUFACTURES BPECFICATIONB 4 THE FLORIDA BUILDING CODE 2020, THERMAL BARRIER - IF EQUIPMENT 18 INSTALLED N ATTIC SPACE. INSTALL PVC RASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUTS OTHER MATERIAL STOPS SHALL BE CAREFULLY MITERED AT GARNERS. ALL EXTERIOR CORERS AND WINDOW AND DOOR OPENING TO RECEIVE PVC CORER BEADS. ALL GYPSUM WALLBOAO TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRICTION HANDBOOK, LATEST EDTIOMN NOTES: L DO NOT SCALE DRAWIG61 2. FIELD VERIFY ALL OMENSIONSI 3. CONTRACTOR TO VERIFY Al EXISTING CONDITIONS, AND NOT ET ARCHITECT IF ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. THIS DRAUNG 15 NOT FOR C0,15TRJCTION, IT HAS BEEN ISSUED FOR GOVER41WAL REVIEW AND/OR F IRELIMNARY PRICING SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL PALM BEACH COUNTY, FL APPLICABLE CODES OCCUPANCY CLASSIFICATION 2020 FLORIDA BUILDING CODE GROUP R3 — SINGLE FAMILY 2020 FLORIDA PLUMBING CODE 2020 FLORIDA ELECTRICAL CODE TYPE OF CONSTRUCTION 2020 FLORIDA MECHANICAL CODE TYPE VB UNPROTECTED / UNSPRINKLERED SHEET SCHEDULE SHEET NO. SHEET TITLE SWEET NO. SHEET TITLE SHEET NO. SHEET TITLE euR.EY SCALE: I• . m'-m• LANDSCAPE ARCHITECTURAL L-I EXISTING TIES PLAN SCALE, i•, m'-0' ALM EXISTING SITE PLAN SCALE: VB••I'-0' L-2 PLANTING PLAN SCALE, AIDI PROPOSED 817E PLAN SCALE: VB'•I'-0' L-3 61-ECFICATIONNS, DETAILS, AND NOTES NOT TO SCALE AIOIC PROPOSED SITE PLANT SCALE: I'. m'-0• (COORDINATION) IL -I ILLUSTRATIVE PLAN SCALE, I':m'_0• AIID3HP PERVIOUS SITE PLAN SCALE: VS'•I'-0 IL-2 ILLUSTRATIVE ELEVATION& SCALE, VS',I'-C' A2,00D FLOOR PLC ROUND(PIEN10N) SCALE:3M'•I'-0' CIVIL A28 FLOORPROPOSED � �) &CALM: 3/l6'•I'-0' 1 OF 4 CIVIL SITE IMPROVEMENTS PLAN SCALE, A2DID PROPOSED R 8ECION J&IOW SCALE: 3/I6'•I'-0' OOR DIME 2 OF 4 PAVING AND DRAINAGE DETAILS NOT TO SCALE MMN FLOOR � (NOTED SCALE: 3M'•I'-C' 3 OF 4 GENERAL NOTES NOT TO SCALE A2JD2 PROPOSED ROOF PLAN SCALE, 3/16'•1'-0' 4 OF 4 POLLUTION PREVENTION PLAN SCALE, A3460 PROPOSED EXTERIOR SCALE, 3M'•I'-®• ELEVATIONS A30I PR01P0&ED EXTERIOR SCALE: 3/16`•I'-0' ELEVATION& CONTRACTOR SURVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECTS MOUW ASSOCIATES, INC O'BRIEN, SUITER & O'BRIEN ENVIRODESIGN ASSOCIATES DAVE BODEER LANDSCAPE ge architecture, inc. 601 N. CONGRESS AVE. 955 NW 17 AVE, SUITE K-1 298 PINEAPPLE GROVE WAY ARCHITECTURE/PIANNING, INC ID45 e. atlantic ave. SUITE 109 Delray Beach, FL 33445 Delray Beach, FL. 33444 1101 N. CONGRESS AVE., delray beach, fl. 33483 Delray Beach, FL 33445 SUITE 105—A fl. He. AA-26002044 DELRAY BEACH, FL 33445 PH. (561) 276-9640 PH. (561) 276-4501 PH, (561) 274-6500 PH. (561) 276-6311 PH. (561) 278-6011 FAX (561) 265-3888 FAX (561) 276-2390 FAX (561) 274-8556 FAX (561) 276-6129 HEPTACHLOR TECHNICAL CHLORDANE OR OTHER APPROVED CHEMICALS SHALL BE USED N CONCENTRATIONS AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS N COMPLIANCE WITH EPA R=CiUATIOI4. (ALL PRODUCTS TO BE NON-VOC). DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEOR' IA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE ALL WORK, MATERIAL AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM THE CLOSING DATE TRAFFIC, CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS. IIlA" AND OTHER ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. DISPOSAL, CONTRACTOR 18 RESPONSIBLE FOR REMOVAL FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR 81198TTUTIONS MADE N SPECIFIED EQUIPMENT, MATERIALS AND COLORS. THE CONTRACTOR SHALL PROVIDE THE OUTER WITH A WRITTEN GUARANTEE FOR ALL WORK UNDER THIS CONTRACT FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OUTER CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHAFE AND 84ALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WOW WNIC14 HAS BEEN DAMAGED. REPLACE ANY WORK THAT FAILS TO CONFORM TO THE DRAWN3.9 AND DETAIL& CORRECT ANY DEFECTS DUE TO FAULTY MATERIALS AND WDROMANSHIP WHICH APPEAR WITHIN ONE YEAR OF OWNER ACCEPTANCE OF CONSTRICTION ALL DO-ESTIC HOT WATER PIPING SHALL BE INSULATED Vl' THICK FI5EFGLA88 PIPE NOULATIOL CONTRACTOR TO PROVIDE DRAWINGS TO TRUSS MANUFACTURER MECHANICAL SUBCONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRIOTJFE. ALL TRUSSES, 4 GIRDERS SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND/OR TE SEATS WITH APPROVED ANCHORS. - SEE STRUCTURAL DUGS. ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OUNER COLORS ON PLANS FOR PRCNG PURPOSES ONLY. (PANTING SUBCONTRACTOR TO PROVIDE PANT SAM MES)- ALL INTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OU ER COLORS ON PLANS FOR PRCIG PUR"08ES ONLY. (NOTE, ALL PRODUCTS TO BE NON-VOC) NOTE, PRODUCTS BY ANY OF THESE MANUFACTURERS ARE ACCEPTABLE COATINGS, BENJAMIN MORE, SWERWIIN WILLIAMS, PITTSBUCH, DEVO'E, DUPONT, 4 PORTER ARE CONSIDERED EQAAL. (ALL ARE TO BE NON-VOC). CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES AND OPERATING MANUAL& PROVIDE MOISTURE GYPSUM GYPSWALL BOARD MGN OLD TOS' ALL BATHROOMS, KITCHEN 4 LAN DRY RM& ALL CONTRAGTOR8 AND SUBCONTRACTORS SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO &EMITTING PROP00AL6. VERIFY EXIST. CONDITIONS COMPLY WITH CURRENT CODE REQUIREMENTS. NOTIFY ARCHITECT N WRITW, IF C4AN3E8 ARE NECESSARY. NO EXTRAS WILL BE GIVEN REPORT ANY DISCREPANCE6 N THE DOCUMENTS TO THE AFCHTECT PRIOR TO SIBMITTW. PROPOSAL - NOTE, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY AND Al ABANDEN UNDER GROUND UTILITIES, PIPES, WIRES THE ROOTS SEPTIC TANK ETC - PRIOR TO COMPACTNG BITE T 18 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE SITE WITH OW ER THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WORK ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION OF OWNER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK THE CONTRACTOR AND &BCANTRACTORS SHALL COORDINATE WITH EACH OTHER TO PREVIINT OVERSTEPPING EXHW OTHER TUNE CONTRACTOR SHALL PROVIDE LABOR 4 MATERIALS NECESSARY TO MAINTAIN CONSTRICTION SCHEDULING THE SUB - CCNTRAOTOR SHALL BE RESPONSIBLE TO MEET THE SCHEDULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL WORK SHALL BE PMWTOR"ED BY A LICENSED CONTRACTOR N A FIRST CLASS WORK MANLIKE MANNER THE COMPLETED SYSTEM SHALL Be FILLY OPERATIVE. ACCEPTANCE BY THE ENGNEER /ARCHITECT MUST BE A CONDITION OF THE CONTRACT BETWEEN THE GEN _ CONTRACTOR AND OWNER THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING WORK, MAKE-UAYA400K UP HCNEDILPG OF ALL TRADES AND WORK (INCLUDING WORK OF OTHERS WHERE NO CONTRACTUAL RELATIONSHIP EXIST). PRTPIDNG BARRICADES, TEMPORARY POWER LIGHTING TELEPHONE SERVICES, ETC. AS RECTO. TO COMPLETE WORK - TEMPORARY UTILITIES, CONNECTIONS AND PAYMENT OF ALL UTILITY CHARSE8 DURING CON&TRJCTIO. - COORDINATION WITH OUNER OR AGENT OF DELIVERY AND REMOVAL IF MATERIALS. EQUIPMENT, AMID OTHER ITEM TO / FROM SITE IQE VA_ OF TRASH AID DEBRIS. PLACE IN DESIGNATED CONTAINERS AS DIRECTED BY OWER /AGENT. REMOVE ALL TRASH FROM PRETMISE0. ISSUE ALL ADDENCUMB. REVISIONS AND UPDATES TO eUBCONTRACTORS IN A TIMELY MANNER - ALL DRAWRGB, SPECIFICATIONS, AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY. THE CONTRACTOR SHALL MA IN A FULL SET OF COMPLETE AND CURRENT DRAWNG6 AVAILABLE FOR RENEW AT THE JOBSITE AT Al TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL MOON DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE OWNERS RECORD COPY. ALL WORK SHALL BE LAID CUT TRIE, 6CJAFE AND PLUMB TO EXACT AND CORRECT DIMENSIONS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER/ ARCHITECT N WRITING PRIOR TO PROCEEDING. THE ARCHTEOT WILL ISSUE A OMENSICNAL OR LAYOUT CORRECTION NOTICE THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT OME46ICNAL EFL. ALL MATERIALS USED N THE FEF41ANENT CONSTRJCTION OF THE WORK MUST BE NEW AND UUWOED (UNOJFROM , FIRST QUALITY, FREE FM DEFECTS AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS FOR THE APPLICATION AT "MID. ALL WOROMANBHIP SHALT. BE OF FIRST CLASS QUALITY. CONTRACTOR SHALL PROVIDE CUT -SWEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBMISSION TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR NSTALLNG PRODUCT MAMFACTUFMM INDICATED IN SCHEDULED MID/OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR, ETC. AND ARE NOT N- TENDED TO RESTRICT THE COMPETITIVE BIDDING. PRODUCTS EQUAL TO OR N- TENDED TO BE USED AS SUBSTITUTE& ARE SUBJECT TO ARCHITECTS APPROVAL IN WRITING PRIOR TO PURCHASE OR INSTALLATION. ALL DOOR FRAMES TO BE LOCATED 5' TO 6' FRC M ADJACENT PARTITIONS, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED, BANDED, PRIMED AND PANTED WW LEVEL V FINISH. CONCEAL Al FASTENERS AND ATTACHMENTS FROM VIEW. LINER SHALL REVIEW THESE CONSTRICTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDNG AND START OF CONSTRICTION. OUNUER SHALL A1PPR)VE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AID INSTALLATION ALL DOORS 4 WINDOWS TO BE "PACT RESI8TANT AND COMPLY IRO ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQIIR M4TB ('CGI. OR EQUAL) ALL INTERIOR WALLS THAT RECEIVE TILE MARBLE - TO BE BACKED WV 5/8' 'DEMO -SHIELD' OR EQUAL ALL UUALKWAY8 TO BE SLOPED AWAY FROM BUILDING FOR POSITIVE DRAINAGE (MN 2% - SEE CIVIL DRA I G&) ALL GROUHD FLOOR SHOWERS TO HAVE MIN. 4' DEPRESSED SLAB. SECOND FLOOR HOLLOW -CORE PLANKS - ELIMINATE 2' TOPPNG FOR ALL SECOND FLOOR SIOLER5, • S VE D .14 Ado" 19 2C21 Town of Gu!f Stream, FL -�---LAKEV/EW I 11 S1.RVEYCRS REPOPT/LEC-0V} WAS = WATER AFTER COCC = CONE Oft& = O F7CAL 1ECDW BOO( FPLCO = FL09N ROWER & LKM COMPANY +2M = ELEVA770V BASED ON AURTH AAEMAN VERX-k DARM S56 SOL. ' 2-AET CPS AETWORK" FLOOD ZOAE' AE (EL 6) COIM[MY PAAEL ACi 125M MAP AO_• 1209907981 SLFFX F UFEC77VE DATE OCTOEER S 2017 ALL OA43005 S -10WN BASED CW STAMAWO US FOOT 7HS SLRVEY AfE75 n-E CLOSIAtE CF 1 FOOT PER 10,000 FEET AS /Ea#aED FOR 0AME CIAL hK /d'CK PROPERTY TITS SLRVEY HAS AOJEVED A W" LEVEL OF aoa#c OF FOP ILYI FOOT W OO /F'EE AS RRO'ERTY CYOST.RE WAS ACifVID BASED ON A RERWAACY OF A£A,R#aSWSVTS FOR VERTICAL AMZOVTAL AM AAGLCAR DAOS1CS AD TITLE WAS AEVE40 OR S54RCH OF TFE RBX Td"MW WAS AADE 6J REGARD TO EASDAU//S THAT MAY AFFECT SMECT PARCEL AD SUMWACE 5EARClf WAS MALT FOR UTBJTIES OR LAID FOOTERS DESC7/PTM LOT ; BLOCK I PLAT AO 1 POLO FIELDS ACCa?VM TO TFE FLAT TFEREOF AS 1ECaaXD #V PLAT BOOK 26 PACE AA R.ELC REUMPS OF PALM MACH MArTY, FLORVA CER77FIED Ta J420 GCIF STREAR LLO A FLCRDA UMTED LABUTY OMPANY LlS77CC & KRALL, PA OD REPLUC NATKM Q RILE A61PAACE COMPANY L Toxin of COf Stream, FL MAP OF AS BUILT SURVEY 577E ATx1PM 3420 aLFS7REAM ROAD, GLLF STREAM, FLORDA aMW PARCEL CONTRA NO. 20-43-46- 0J-03-001-COX) I IEhffiY Q Y RUT THS SIRVEY WAS WOE II[Vt MY,Q� dWP(E AID (EFTS CIE STAMAlDS OF RUCPf£ AS 4T F02M BY TIE FC6`�A 60A,® OF P6L1'ESCTC& 4M TO DS1.ftVE1'AID W N OIgPTFR SEA, fi0'dOA AOYi5TRA1RE � RRA4NT TO SCiNAV 4120P1, fLQtflA STAMES PAUL D. ENGLE sac�rwr Aw SURVEYOR & MAPPER 15708 rs s i'�.un'u nie °m' OBRIEN, SUITER & OBRIEN, INC. LAND SURVEYORS CFF7ff7CATE OF AD7HWATICW LB353 SLRVEYOR AAD MAPPER M R£5V0A9BI.E PAU D. ENQE 955 AM 17TH AVEM.E SUTE K-1 OELRAY BEACK FLOWA 33445 PHOAE• 56I-276-4Wl FAX 561--276-2390 �xwm Auasr 4 2021 r= V, PpOPOSED PROJECT 18 LOCATED ON — THE WEST BIDE OF GULF STREAM ROAD. N VICINITY MAP T NOTES: L DO NOT SCALE DRAW114381 2. FIELD VERIFY ALL DrIENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTRG CONDITIONS, AND NOT ARCHITECT IF ANY DESCRIPANCT W/ DRAWN38. eeeE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE AFPRIOX GENERAL NOTES: L IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK USE NCO!-FORIANCE WITH ALL REQUIREMETITB OF THE BUILDIN& AUTHORITIES HAVING JURISDICTICN OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WOW N COFOFCIANCE WTH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIrIENSIONS AT THE JOBSITE PRIOR TO C,Orr ENCI G UI0FK THE CONTRACTOR SHALL REPORT ALL DISCTEPANCIE6 BETIIEEN THE ORAWNGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO 02-1 ENCNG WOFV- 3. CONTRACTOR SHALL SUPPLYLOCATE AND BUILD INTO THE WOW, ALL INSERTS, ANCHORS, ANGLES, F11.TEB, OPENINGS , SLEEVES, HANGERS, BLAB DEPRESSIONS MID PITO-E8 AS MAY BE RECUIRED TO ATTACH AND ACCOMMODATE OVER LLOW- 4. ALL DETAILS AND SECTIONS SHOW CN THE DRAILRG8 ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEU94EM N THE WOW EXCEPT UHERE A OFFERENT DETAIL IB SH01N S. THESE DOCU-ENTS, AS INSTRUMENTS OF SERVICE, AM THE PROPERTY OF THE AURO4ITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EM'RE58ED PRIOR URITTEN C 2N ENT FROM THE ARCHITECT. �7x.YN:ili1[�P► LEGEND: I I I I I I I I ' ' I ' I 1 iQiariw,u.w waumr "c L O T 2 BLOCK I I lanuxn ,�.. �R t e�rmN em'rra: eTaNe Imsle m I encco nwl®rwu ree�ae �«+^� R�^• a uv — — I — — ____; ______ , _ _ y ---__d I �. .aeexc.. ae>B..rox t" I To ee ,,e xAVn _ oFn _ ��� - ��e�L.uaea.r•e ,ao�1 I I I I I r s us -------------- I I I I I I l I I I I I :mow u°1D°i I y -- ---------------- ---- h DR.y a ] e T I I camrro Idiom®� I I I T � coimrarm 1 I i � I 1 _ I � rxe rn� I rAwew --0 0dddd � • � ' J 4 r-v� I CONCRETE FOWL DECK AND PAVERS g i l ij .- LOT I 0 DRIVEWAY I E3LOCK TWO STORY RESIDENCE (TILE ROOF) I S xce xTdac ]' \^ac SET BACKS: - `xe La^ � _ � - IEOIIRED FROPOBED FRONT 30'-0' 31'4 I I I I �'e�aro � � j irzai i 5IDE INTERIOR (NORTH) 15'-0' 5'-0' I, oMl nwnua�',e errs ow.rzwtf BIDE INTERIOR(SOUTH) a-0` B'-2 RIY 1 REAR(DEBT) 20'-01 51'-e' '4-v .rs I 8, ALLOWABLE HT. 30'-O'(TOP OR RIDGE) 29'-S' — ----- ------ ( OP OF FIRST FINISHED FLOOR TO THE HIGHEST EXTERIOR POINT OF ROOF) ZONING GULF STREAM CORE (TOWN OF GULF STREAM) TOWN OF GULF STREAM SITE DATA TABLE CR080 LOT AREA ByBB 5,F EFFECTIVE LOT AREA B BrF FAR CALCULATIONS IXIBTIHG DEMO NEW NET IST FLOOR LIVING 0 SOFT. 0 SOFT. 2,110 SOFT. 2,110 SOFT. CEILING OVER B' (DOUBLE) 0 SOFT. 0 SOFT. 0 BQFT. 0 SOFT. 2ND FLOOR LN 0 OOFr. 0 SOFT. 1,6M SOFT. 1.600 SOFT. t5T FLOOR COVERED (PORCHES, OVE WAW 21a') 0 SOFT. 0 SOFT. 444 BQFT. 444 8QFT. 21D FLOOR COVERED 0 OOFT. 0 SOFT. 0 SOFT. 0 SOFT. AIMING, 3' AND SCREEN ENCLOSURE (AT SOX) 0 SOFT. 0 SOFT. 0 SOFT. 0 SOFT. GARAGE 0 SOFT. 0 SOFT. bn SGLPT. 611 SOFT. GROSS FLOOR AREA 0 SOFT 0 T. 5,365 SOFT. 5,369 SOFT. CUT BUILDING 0 SOFT. 0 BOFf. 0 BQFT. 0 SOFT. TOTAL FLOOR AREA PROPOSED 0 S LFt. 0 SOFT. 5,365 SQFT. 5,365 SOFT. FIRST 200M x 33 5J44 SOFT, OVER 200000 x 20 0 SOFT. ADDITION LOGGIA AREA SPECIAL EXEMPTION 222 Ban TOTAL ALLOWABLE FAR PER MANUAL W1 SPECIAL E43IPTIOI 5,366 SOFT. TOTAL NARDSCAPE AREA RECSIIRF_D LANDSCAPE AREA !LOT SIZE x 401i) 6236 SOFT. ACTUAL S LANDSCAPE AREA IJ25 SOFT. ar& vaeso a+ Eorf w roan er:aY. Ian I I N PROPOSED SITE PLAN t i AL01 SCALE: 1/8"=1'-0" I i I I I I _.—.—.—._--- ....... ----- .------------- ......... Architect, Planner and Designer AA-26002044 1G45 East Atlantic Ave. Suite 303 Delray Beach, Flarida 33483 j TEL• 561-276-6011 FAX: 561-276-6129 ISSUED FOR I j BIDS PERMIT CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL ly W CLIENT APPROVAL 1y REVISIONS Q N 2 ® RE-bFIVED W Ir AN 19 2621 Town AGulf Stream, FL U U } W FILE NUMBER W 510A101 DRAWING TITLE PROPOSED SITE N SITE PLAN Z W U U DATE DRAWN BY 06.03.27 I JH �Y JOB NUMBER � 20210510 DRAWING NUMBER A1.01 1� 33435 rpa�crt ie IODATED u1 - 11E ueeT emE orsus erne v+ Ra N N VICINITY MAP m NOTES: I DD Nor erxE Dwww-,a waFr eLL Dv�mexnr a r�xmAcroa ro �w.sr Aai oaerND r<.wmaa, ay.msr A�,lrtECT iANr Dee iairA,cr uv Drsau�e. eEE �e.Ew.0 *r reel 4. ALL Ar£A ULDILATaM Are: NYFrox GENERAL NOTES: L rt e NE NreNr rF TI@ AfCHIT! T 1NAT 1we unrac elE NC:PKW IN E wru Au REalll®•B11e L£ 1NE d1eDNG A1Rl1JWi�e HAVNr. AFIepIDTICN o.ta 1N. rrre cs r wiwcnw A!D Ral!'ANDT. Au ccatrRAcxww eNAu DD TERt unrec N cceroralANce unru Au aepucAeLE eoDEe ato ry tLATwx ana= uavrwAcrort ewu wrwr Au carortiaa m Dronwm AT rwE xneire rnDre ro ou'r.Ncen uenc ne Dame.�rae ewu �raar ALL DIeaI@'ANCRe pE}Ylp�l TVE DIPIYa14e AriD ExerND carorticrn rD ne Aq�lrtECr neare TO era, unpc a larrw�ran ewu eurrLryrzAre AND d11LD —1Ee, m anrac ALL NeEAfe, AtYIURD, AIYA.E9, fLAarvtnae, eL�e, wrrfFe, eLAG DB9Q'eelQb AlG nrclee 4D 1MY et R'GYle9 Ad AiID A �AIE OM1ER U� IdC A ALL DElA6L ND BEGfIC!» BHDW ON THE CRNeeGe ARL NiEtDED TO � TYPIDN. ArYJ 0iV LL eE maiwm ro APp r ro ANr ernurs N1uAnw 6leusElE N TE LLl C dOfR U.1E10! A DRi@EM DEraa ie eNeuel .aT EaE Doarone, ee NeTwes+rn cv eeRvice. re? ruE rwTrmr a 11P ammeer A,o rur NOr eE uem are �r<m umaur oo=rsseFn DESCRIPTION LEGEND: O�crE root Dc� aND �are,m aa.swr O 1YO eTorrr �emetce rru.E wmi SET BACKS: ra ae® r� ROIf 9C-O eroe NIERIg3 MOR1N) 6'-a .'-d emE NrEwOR reamu a•a tea¢ mEen er-r rtcP ac FlRer rwweD rl� rD TiE Nr�er �rrETdoR Wars rs wa ZONING GULF STREAM CORE (TOWN OF GULF STREAM) er Flocrs cD„c¢D rrD.nea. ot,eu4n. � Vl') a eon. a can 444 eon. 444 eon. TD rLDDIi W+tI�D eon. O eon. O eOn. eOn. AYHPYi.,' ao ecsmol rAr mu a ean. a eon. a ean. a eon. a.Aaer>f neon. o ean. an eorr. en eon, aeexe Rco,e AIlA a ean. a Barr. eye eorr. esee ean. art e.IDa� o eon. o ean. a aan. aeon. tatAL 0.0Ue ARPA r14�rCOFD n ean. O eorr. eye ean. eye ean. FlleT lnfe''n x !) D,4f eorr. o.ve mann . ,e ADDrtk + tmou Aica erecul F,F lriw m ewr. TorAL aLL waelr rAR rse r1ArUA1 uv erccw. e,orrry eye ean. ToraL ar�n ,� LYDYJr4 dI�A rim e� x rear care can. AD11Y1. INPJefJ.PE AIQeA TFe eorr. I i i I I I I I _ _------------- ._._.... .... ........ ......... N PROPOSED SITE PLAN A1.01C SCALE: 1"=10'-0" w m 3 0 IL IL m zZ Architect, Planner and Designer AA-26002044 1045 Eaet Atl—U. Ave. Suits 303 Delray Beach, Florida 33483 j TEL 561-276-fi011 FAX: 561-276-6129 ISSUED FOR BIDS PERMR � CONSTRUCTION 1 PROJECT TIRE I SINGLE FAMILY I RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL W CUENT APPROVAL N W W REVISIONS Q r U REClV-Ena 0 z AUS iW9 2021 W Town of GT'f Stream, FL Q UJ FILE NUMBER W 510A101 D_ DRAWING TLE 'PROPOSED N SITE PLAN W (COORDINATION) 'u 0 DATE DRAWN 07.09.21 I BY FW JOB NUMBER � 20210510 DRAWING NUMBER A1.01 C E. 13435 _ PROPOSED PROJECT IB LOCATED ON — THE WEST BIDE OF GULF STREAM ROAD. N VICINITY MAP �f1 NOTES: L DO NOT SCALE DR"NWI 2. FIELD VERIFY ALL D"ENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOT fFY ARCHITECT IF ANY DESCRIPANCY IW DRAWRYR. (SEE GENERAL NOTES) 4. ALL AREA CALOJLATIONB ARE AFPpOX PERVIOUS AREA: O4ES6 SO. FT. OB 544 BLi FT. OG ]19 Sli FT. O64 0O. Fi. Otl4 BO FT. O1259 SQ FT. TOTAL: 1,tm SO. PT. LEGEND: LANDSCAPE AREA CONCRETE DECK 4 PAVERS DRIVEW4Y/ENTRY WALKUJAY TLLO STORY RESIDENCE TOTAL II'1PERVIOUS VS PERVIOUS AREA, TOTAL SITE AREA: TOTAL BUILDING FOOIPRK1-, "IcERVIOUS AREA: (DRIVE(JAY, PAVERS, POOL ETW 15p89 S,F 3,166 8,F 4,699 0R TOTAL PERVIOUS AREA (LANDSCAPING) 1)]5 S,F TOTAL IMPERVIOIB AREA . S,464 / 15,589 • 543 A, TOTAL PERVIOUS AREA . I" / 15-Kn • 48.15 TOTAL PERVIOUS . RIFER/IOUS AREA. 1,25 . 8,464 . 6$B9 . Immx (REOUIRED OFEN SPACE 4 - FROVIDED 45.1X OPEN SPACE) ---_—_ _ _ - - ------ — — — — — — . _ c = -.- " - ULL ..................................... ............ ............. ............. ............. ............ ........... ....................... . . .... ------------- ...... -__ CIoD - - -- - -. O O I�---- - - - L==== - - - .'. ...... . ............. ...... - - - .. .._..-. .'.'.'.'.'.'.' ......... ........... . ....'.'.'.'.-.'.'.".".'.'.-. ".'.'.'.".'.'. .". .' '.'.'.'.'.'.'. .. U -.-.- - _. -... . . '... T1 - ................................................ ............................................................ . . . .. ............ ................. .......44 - - . .-. .-. .-. . . . . . . . . . . . . ... . . . . . . . . ..... .-. . . . . ...................... '.'..'..'"-' ....'' ' . . . . . . .-. . . . "''"' ''- '''- '- '''-'' '. . . . . . . . . . . . . . . . . . .-.- ..; .:. PROPOSED HARDSCAPE VS. PERVIOUS PLAN Q HP SCALE:1/8"=1'-O" z Architect, Planner and v Designer AA-26002044 W 1045 East Atlantic A— Suite 303 = DeImy Beach, F1orlda 33483 U TEL.- 561-276-6011 R' FAX 561-276-6129 Q W ISSUED FOR BIDS p PERMIT N N CONSTRUCTION IL Z W f Of PROJECT TIRE SINGLE FAMILY RESIDENCE a 3420 GULFSTREAM RD ° GULF STREAM, FL w CLIENT APPROVAL dl W w REVISIONS Q W I 0 z RE01Vr) Ij AUK 9 flat 'u"'1 Ia In Town of GA S4eap Fi I 1 FlLE NUMBER W SlOA103HP 0 DRAWING TITLE WPROPOSED HARDSCAPE VS. w PERVIOUS o PLAN DATE DRAWN BY -----I------- m 07.03.21 FW z JOB NUMBER at 20210510 DRAWING NUMBER A1.03HP RT® L W Hm DOALE ORAWD L 2 FlELD PERRY ALL DFFNDILMI 3. OLNiRALTOR i0 YFRFY ALL IXIOTNG OL�IDIT10Ne, Alb NmPY AfCNREOT ltTNOIEe)� 4. ALL AREA OALOLLATI ARE APPROX e' MERIOR PARTTION l7I' D GA. FETAL enbe uv h' orndn uRALL eOAI® IDORN emFe rLEVEL V FNA?1RP. DRYWALL eATNmare Arb ICRTaREx vERrY w• DIFBMIQD-VAR@0 TlibWON 4 -^ IIWDE) (AmMALLY DPffibILN 4 X'1 h' T-OOAT erlLVtu DnIOCO M ON EMtRIOR aV MERWR TO RECEIVE K' TYK Dt' Oe1G r` LEVEL V PAIMID FNION OVFR MET eez- I aV R11 gfdL NeW. eeluv HAT r owe. r eLOOK AT E)fT WALLA h' nR OW6 AT ALL eAt1RRb, RCRC10b GARAGE WALIA NmE. K'9Bb-aELLD' •,aLL WALLeA (ALL FIOIe11IE REDIIWeiANr L— Aa RRe.Ae CONS WTALLATO4 AND LMTAnPER FLG-R > e• OQJCRETE eLoac WALL eV sAe' 2-COAT encvnR eTuxo rri reNreD DR mru eIDEe rrP. oARv +e-reEE eT,vcr� 4 4' b O' M. LOAD sl PARnnW WALL WI (V LAYER 6 DAY TYPE-'X' Gwe. eV 8FOO1N LEVEL V FNMN - PANTED RR EA eIDE of 4' r4mm0W-DN 4 (aa4. ML enbe Y'OL. reEe OK HR R.ANe FOR AONAL WALL TNIC6, ORYIIVJ.L . nAnRp—x. w n DVRe-xeun mRvo LEl mare, roNrw M TO PROVIDE ALTEIRJATE K031 CF 4' FETAL eT1IDe, P.T.1 x 0L • Y' 04 • RElD TO FELD mAEr nrEr+elam FOR TNIaorEeex e e• caRc�sLe eLoac LOW WALL uv Dm' ]-COAT BFICOIN el""^^ FFL PANTED ON OOT11 OOEG TTP. VARF2 N Ni FfM' 14'-0' TO 0'-0' -(eEE eiRacri ■ ili eTRJcnIIvnL eTEE1 coLuav O C] M' • I4' CONGAETE COLIR'Ne el/ �-K' tsars aroma eTucr PANTED FNId{ O fteRNf GER [tE OHEEL A9mm FOR 01ZE0. CQRRAAGlgt TO PpTADE aVOP ORdf.Y! POR APPROVAL ODODRN NO E, L ALl R W4LLe WI cAeIRETe OR eiAIR RaLNaIGoe TO To eE PRovwED av In• PLntlLO oR wooD eLOOCFYv Wo$.LM, eTlv..LM. LAIEORT 1 arcRFN WALLi TO RECEhE eATi ewb NaILATIQJ [rTPJ. a ALL nL® uw.Le To REGENE sn•-TavrrAc• enaclra aR eanL A AI.L NRERIOR ORYW4LL TO WIVE LEVEL V - FNIeH D. ALL EX QR WALL TO DE HLLm elI' LJ- emm' OR EaL1L (tafF TO EE WTALLED AFTER Ea(tEPoOR OF enILDNG m BEALEDA r. veRlrr uv mEER oN NreRIOR WALLO rD PT-IfIVE !U ADDRILNAL LAYER 6 i• 44m saw eamQ:rle ++cMAeme• oR EaRAL AREA CALCULATIONS GroRND FLmmR A,t: zTlm eR a-cAR r air.E COVERm iROVI FMRY REAR CA9®f VFCM �n e�F L B,P !9 aP OROIEb Rc R At£.11tbER f6"A'F 3,YA DF EEGMS ROOT AF8'A MbER AA: IFmm eR OECCND RLGR AREA MbER FOLD Ifmm DR TOTAL A,E 0.N' R AlBA 4JIm M TOTAL ROOT AREA DOER RC F D36D OF DEWS BOOR OF41 AIR fRRlt BALCONY OECQb 0.00Ie OFFS: NR igAR eALCQrY 3T] 0if IN N PROPOSED DIMENSIONED GROUND FLOOR PLAN SCALE: 3/16' - T-0' 0 W _m I D_ N U Archdect, Planner and T Designer AA-2t>002044 r 1045 East Atlantic Ave. Suite 303 = Delray Bevch, Florida 37483 TEL: 561-276-6011 FAX 561-276-6129 ISSUED FOR BIDS PERMIT CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL ly `W CUENT APPROVAL W w REVISIONS Q N J J Q U RF �pW � w19 Q own of julf Stream, FL UlFILE NUMBER W S10A200D a � DRAWING TITLE .PROPOSED GROUND w FLOOR PLAN u 0 DATE DRAwN BY N 7.09.21 I GE JOB NUMBER � zozloslo DRAWING NUM ER A2.00D FLOUR PLAN NO I Lb NOTES ®I x Q GEDAR SHELVNG AND ROD AT bD• AFF- CNT -m UIITN O [CONTRACTOR TO PROVDE PRICE FOR CWLT-Nbl _ _ ®PANffiri PICTUOE !/4' PANTED WOW UV TRM IY, 4]', m', 1 FlELD'/EtaFY ALL DPt@IllaMi _ .. _ I 1 .. _. AND Le'AFF. ___ ❑� LaFSI UV 6 FOCALLY ePACFD 3/4• PANTED aIELYEa UV 1RFI � CQDRKNS MC NOTPY ARGITECT C -I-r _ CCNTRADTOR TO F1B - DAaCFYa .ALL WALLA W/ P ANT DESCq NOT,u UV OR%illll E IA GELVM' I CMNFiD lTP1 (mP IfIERAL NOIEa) _ ®]4' x %' HPYED - flLL DOWI ATTD AC30D. !EE RO[JP FlMAI'tlNr n �... C _ FLAY F fEDN EODP. D LOC4IED NeDE TFE ATRC, R eHALL DE A A31 AREA CALCLLATIG D ARE 4�PIB�X El - - m NDTALLEO AD PER PHD. -R ] lO. 9' x 64' ATlk: AL'ffeD Y1I P1LL1 DOW LADDER DY ItANsau ATTIO OOORO, - P-tFREie'- qt EJOH D� @xp FRAI-IDG PLAN (RE1D COO/DNATE EXACt LOCATION ioR PROPEFF GOUNO MOLAr- DA- rt . AT ALL DEDIPLq'D, QATH CD'M LA1lDRY ,ROD 16) D4fJCDG iORiOR Nl TPLAM1Mt/•T DGiSIIi N LOCAnGND ITYPA eTORA(E aVELYN' eEE PAN(R1' NOtE NO. ] ❑E GAD . TMICIEm OUTER HEATERDi CAPACRY A9 DETERiReD � Rl]'GA'Y ENGREER eEE FLIfpIIG DRlW]NGe (T'P-OP 11 ❑AIR NANOLaG WRY OPACITY .•D DEIER,MED DY aEC11MlIG1L ETDREER. eEE HYAO FLAY ALL WRD to AE F: iIIPPFD uVW LI-T AT COIL • DR4M PAN R A.D C ,mvmOR d BTpICILRAL DLAD� CAPAGTY Ae DEtER1R8D DY 1•EG EIG— eEE HVAO FLAN I SRE FLAN ON a MA. PN "A"R EaIIP. TO DE A I1aL Te' NAND. 1 PDTALLED G IeoLatlol rAoex Iv1 LP aAD VALVE - eEE M£P. ORALLDYae RJR E)CACi ,-ATKN (MEG I�, I DIS(LRleCT. Fw] EJ.EOTTUCAL e,— PANEL . 60' ADOR fLOOR ❑p D.ECIWOAL IetER ® DOOR DELL MDEI4]FGIDD LP GM TANG - eEE I'IEP. DRU.^aD raR raPccT]•txD® els AID ePEc'n D ROOF pEOCTERRACES TO f£CEM1E ION -SLIP bTOE PAVERS' MOeET PIER Lk'•HTU - CaOi M °LOPED M• PER FOOT FOR FlD2PER DRAPIAC£ To F£RSETER AND !STALLED OVER 'SRALAetk: ImOPN ' - 6`1< m eD Tc eYDt@t - WGTFRP — er RU OR EciIAL API•LIED DIRECTLY TO COIC [WATEFFIR06 i•Dl'GW1IE ra eE McTALLID P6R DKA a¢ Ea dL ® IPoDWnLN RIY - eFE errs FL/N I LA1DeCFPE FLaND FOR SFEC. ® POOL I1]'P fDY O0EM1- eRE PLAN POR Exact LOteTb1 21 GAL CALLE fJGNeGtIRl F'LIEffiN3 R_A.(e ®PRON(JE HOES DID 8EE DETAIL al PLItBSG eHT. - VEIfXT AND LOGTKNe TO DE CGY4DNAlED RV ouRER (NOTE. ALL eECOIID RLrR FOFCFee / rERaacee TO ReQW£ NODE OreeA ®eEalDTY ALAR1(•ADP OR 11ilAl.A Tt1.ERlaE UtLE PAIEL . bO' APP. t4 DOOR DELL GR-e SOX, L fRKN 9'-O' AFF. WF£ TO RDII dITTON . PRONT DOOR. LP GAa GENERATOR G eTRIICiVT4aL SLAD I WOLAnG PAOe - eebrtRaeTwe ro YtaPr JPACRY / DE]1AnDe uv WRER / urlLm cuu 1PMlr. ® TO FIATaIPFNDH BOOR LEVEL ORS °LLD �°� nLP GAa P'VOL NEATER Or o1FEM. VERFY UV NIeR ®PRTUOC PDT FLLET2 FOR I)GY!' W41ER DOLLS Al M DOTiCM Q NORtH eDe 4F i4e KRCFEN IDLND - YERFT IeIGHr uv WaER � !'DIA RGOIt lRAN.LAWORTI it-eFE PLM•DaG FLAN FOR CONNECTkJN PR@M LAWDRY cO1F.cTIW WX FOR UTASFER AND ORTER. 31 GALV. PETAL DRYER VENT THRI flM. IT WALL DRYER VEfrt OF(ALL NOT E)GEID IIAIIFACnR•ER8 FECatF1DATKN, ND/ OR ]5L ® alb 8iei]-RIW WANER (DOLOR UNITEJ rYmFT UV •� ELECTROLNC BiYab]L W GM DRYER (COLOR WNIIE) rYtR(F1• W/ oWEw. LAIRORi' eNc tro DE eELECTED er ou]Ew. D71 __________ _ __________ __ __ __________ _______________________________ Q D'-0' SIDE 6EiSADIC OD 2 40 !! O I ArchRect, Planner and -- GLL 10 W _ s = % .! III y._ L'J U AA-26002044 i I LfdB j. LJ W 1045 East Atlantic Ave. Suite 303 ..!e .bs a !4 I � 1T4O nn1I1 I I_ InILn�j 1mW I b ! D.I. Beach, FloAda 33483 F A � 0 TEL FAX: 581-276-6017 _________, 661 27fi 6729 TF i ISSUED FOR BIDS ____ _____ � T O PERMIT _ Fr ��(� L___________J `� CONSTRUCTION II _ A OR I ib W TOPOPGARAriE JL H c Z c L L 3 I Y 1• ELEY . L'-O' APP. i De - _ __ ELEv. - l4/1C NAVDJ m ---------- GD 2 2 I is O L 3 I r 159 D! m I M I I I 110 0 i - I I I W I , 2 I OEMOb N b 2 I U - LL Ban i Q T 91PHFBF III .III _ Ip] 2 �I w,,FT \JL.1L` T 3 III TOP OP FLOOR TI V II ns ` COIDICE2 SLM O _. Y I W PROJECT TRLE A9AI II LO I I YERFfDY Y DWoEPAnrMJmI!DTEPS � I ® • � �'•` SINGLEMy ; ?QmH W8 24 51 FAMILY DODODDo !DODooDDDODODDDDDD RESIDENCE LL I 1/5'.FT 2 O • I � 2 e! --Rom W m!- ❑ LLIDLP M' LP 6Ae ft.Nl'E - L DD@fffb IW lii.ARED a1AlIElOxLEla AID SSR/JR'D GRIDDLE • cFvcaSLCGro�r lu( bb• PFrJ uuLl. uooD rn• pErM) OR LnIAL NOTE. PLO'L'FR TO NDTALL POT FLLEFP ALW: DaaraDF cF RANGE - vERFr Rv WaER G errLE • I.O 3TkW D•CCLOR UVYV OUTER 6MTERICR DESif#R M VERFY 3l ]4' OVERLAY DDMLLAeFER BBHVaePVLxw DY DDeol OR C-GiIAL (YFRFY UI/ aW£R). 4]' NETERD FBWCERATOR (CONTRACTOR TO —HATE PROPER f1FAR.4TICE UV GARRET 11ANF. FOR DODMI !a DROr DWN DOOR ml-O PAVE - IDOLP - u MOOSOIELT4 9! OR EGIAL - rYvnFr uu auERA'O-TRADTOR TO COOFCNATE Pp^F£R CLEARANCE ITV cAeaer W VP. FOR pOORDA ❑� !o• eiNGLE FJ.ECTRIc uv„ wEN - uIDLP - LLDOlOfEDTH a¢ DIAL - [VERFY W/ O1NEW. (CaIIWYiOR ro CCOTIDNAIE P%)PER UV tJ3aEt MAF]F. FOR DLGRDl 90' UWAIING DRNIER - LLGLF - WCOso l uRtli64! LR EaIAL 4 2 a r I N IL r --I N OL Ge t __ __ I }' _______ I I Z -------- \ __ TIH1E PAlC C_ r6omS i] j i D a ] De 0 " Da F i �� bl Q 3420 GULFSTREAM RD. -- _� -_-------- O \ Ol °GULF STREAM, FL IVERPT uv WPew. u❑APF'LIANCEe•MEObI... OGiRACTORTOVERFTLLVOUPERGALLUJDERraN1ER ui _ ------ c___F __ _________________ _ Ga _._.,._.I m I I W CLJEFIT APPROVAL ' 2 -ggII ❑ F=I ] REVSIONS J0.0REAHDEV aW -_. O iY UPPER AID LL4ER WOOD ILdeED PANEL CADIEIB UV L%RN 41❑ I•CLDP410LNIRPGTOR TO Pruvlce NlcP DRaunre. (C.ADDEtD TO PROVIDE LP FOR HIDDEN OPTIOLIL Lau VOLTAGE LIGHTPY -TOE KIaCDA -.. D'-D' DIRE BE11l.4tX ------ -------------------------------------_-... , --- -_-- m n e4 se 2 - -- -- -- _-- -- ; - ----------- -- % 2 d! I J J -------------- O° Q N = fie-OLN(FACTOR TON NIVW 69 n 5 ® W(IVFED-TTPIGL- D J ANO CEILNY [VEIFY uV dMER ONCELNG ALL MTERIOR FDCRSE! 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PNAmr MINT BTAGC SPEDNGATIOE - CR!CAL (CONIRAOTOR TO PROVEN SHOP CF ACES MR APMROVALL ® DCORATIVI ! MABED EDOIM — BAD Ar TOP Q GIVE YAM PMVACY BLOCK WAIL TOP Q' i FLOOR e1RlcTut 1 LC R R FOP ONARM __ MlIaMR i TOP OP awv MOOR 6 66 CIVIL (.AeO NAVDJ /qu1lD % ELMNOUN. �'. r LAXD ------ MMA 6PVATION (AC TOlI) A (.eE' NAVDJ AVNRAC GRIN Q IeDAD A EJV.. i'O PIA i ELV • (QOA' IU.VDJ f P�ArLL q�AN MR MU HA L KKl1 uT FOR tlmYTOI MJB A CLASS •A' FYOPND CAP EJ'T - TYRA mOCC.w . ALTA C. TRMOOR J ECCP m BOCIWOa_Te TO K FM MAO M.WW'NCA R>9W BY SKA lAL WALLED- LED A6 A PNe P SPrG'L NY . M' Comcme1! cola . W \• 2I m SMUOM e9Oco - PANTED MMII J RAYED MIDOD M A OM AT TOP AMP PORE OR.,.,.. - m e1NC11RAL DRAlN1L CSOORA� TAIL fIAMID) � S1=DWSI MR ALHDOW CONECTWE n1T. W CAJNT. CRR NABOB . TOP M ALL 11R1-E MN'NEr1- CONIIIAGrOR TO PAWDE ALT. PM0 root AJPNM IM.LE - COLOR Ufm ®].]SA AJAR CEDAR SLNRNN.9' DG-PANEDMr. AT ALL T16LM LOCATION" ® F.T. MS 4' . I' WCCLRARVr OU"MM a -PANED- SCLEAR NIU:MALLT ATTAGI✓m TD PRC4NwHmm otCQ 11RBe (SG NRlO9IRAL A R4PEN AMD SLI'1'CRI ON ACAI® ]' . e' T J O MAOIH LA14 CEDAR SOTIr (PANNE) aN1 RR6TVE awu PLAN MR uYYur. � ON MOL CK14M �I~111D IT. I.]aJ mNt.].4 w m i 0 to (L N U z AmNtolA Pkmw and w u AA-26002044 w 1045 East Atlantic Aw. Suite 303 a Delray Beach, Florida 33483 L)TEL 561-276-6011 Q FAX: 561-276-5128 W ISSUED FOR 0 BADS z o RE1wrr N N CONSiRl1CDON (L w 3 3 S O 3 z w i U 0 N LI W PROJECT R1LE SINGLE W FAMILY 0 a RESIDENCE O U 0 w w K 0 N N W 0 n 3420 GULFSTREAM RD. GULF STREAM, FL CLIENT APPROVAL w REWSIONS � m AVIIY.N euP enEBM mPlne ot ot i Q Z W u I U W 0 FILE NUMBER W 51OA300 DRAWING TOLE WPROPOSED ELEVATIONS W j U DATE DRAWN BY a) 06.21.21 ' JH ~ JOB NUMBER 20210510 DRAWING NUMBER A3.00 NOTE& L I�DNOT DCALE DRAWDY.e1 DY•ENelaw s rcMRAcrax ra •.mr-Y Au eweraaG canrtlONe. A,D NrnFY ARaATEer NO�DO>YV DMIYN3G A ALL AI@A CALCUATIatl Aloe APP%AC UGFIT FDaUF E6 (BY TROY LIOHf!!O OR EOUAU OTROT LGNiRG r_eleuLL PMc' an000lx wALL xONDEe. GAR.Ys. xasX x TY TpO)' LIGMNG'CAfiAoll PAIR' anooa¢wx.L ecalcEe. cOuxTrAlxD uw.L. DDX x ATDY ®TROY LICMTING'CAT3GLL PARc` LVIDCq¢ MALL DCRICED. TTP. NaLY POOVS� RDX x eY AW LIWT IDmFes ro Dc ARATtD In axER/ AR]tICT / NI6MLRDEDITBG PAW LEGEND _ • xl aFArxDrol>E aF.eFD( FRED M FER DTNLYN I'gJFE P-I aAC6lINTE Wl DMII DCOY a WADEPAlfAMRNY]RT RAFFD (fJRAfL LULID A)D RLmI DJOF) ®-3 Y.Nrte RAT TILE -P I�4 R.� !pIlLpAtAE RALFYq.41tDU1 DH)TTEm. A)D w1m I�D M� (OCY.R DD IeOa6) t Y ALL fg RR PIKW PldvtF6 oLT.CO r VuL TO i0 PrAT'DE 6]frtl3l RR ca)bt N'1'ZI.1L rra NAVnJ _ WEST FACADE CALCULATIONS AYERK2 GRAIN A 6 )eJAD TOfA1 N!A LP PKJDE OD! bR l' ELEV.. -e'-0' DPP. TatAL AfEA V OPFNPC,D 4D6 bP Fi w. • (.]' l!4' NAVDJ TOTAL QEIIPAi COvEPbCa@ {DD / Qe! . leTD WM PRESSURES PSF) EXTERIOR DOORS, WNDOWS, WALLS, COMPONENTS AND CLADDNG TF�UYAFiY AREA Ot ZONE (Q ZONE (5) fJ roellnE [JIFGAINE (JFOlRNE (JitlA1DE Irom DLL aeD 614 ♦!1 EroeD N 4Sl 4W Kl5 NroW zu -PeA 4] -0D] a ro IDe tb -�e! 4]! ui N ro m su -nD 4u -0ID B� roE ! DISF®AeAvrPaR oauNxv ullN ra Ean nxr caPa a 11E DEnN: aL OM1@I I)TAiae AT! [eta Ae ItxE s EXTERIOR STUCCO: FETAL LATH dPPLICAT- L A Y DCRATd COAT WTH DPFIOIENf FREDeUE TO 1@Y YELL INTO LATH T%11FL AFTER Ml- DCT AiD .CPA -TO R7tYle1 e1]RACE x. APPLY pF(AN COAT AFTER ecRAra+ COAT HAD DeT FIRt AND HARD AND HAD DEEM eTRAGHiETED TO A 1RE diFACE urTHWT TVE TEE Q 4pprtILW L WATER LEAVE I.JIY•H TO IECEM1E FNbH COAT. !. DAFF41 DFK Di COAT EVE)LY Mx TO APPLICATIuN OP FN COAT. APPLY IeNAe1I COAT AND ORPYs FPAeH COAT TO A T/4E. EVEN DEBA•LE. FNINED AD APTRJVID T' aMER A Tllb (]) COAT ujO (ON nADRDD'A APPLY TWO m) COAT eIIY! TO CRILTETE MYS FWtaRY AREAD. TOTAL THIClPEDD,--EkY01ID re.) NCH mwP e. TVII�E f!) COAT Y TON LATNA APPLY THRE£ (3) COAT 6TU- TO FBTAL -AT TOTAL lU Nal THIIX A)ffAe� TOTAL THI00lEEee, FM1£-EIGHTND (DA) NCH HNRlll e. PW DRIP GpOO.Ee N eTureo. I'ROVTE RN DRIP GIYOOVED N EXTBtIOR pOORWT 1EADe AND IXTEFaCR UApaU `.-A i. ALL stucco NeAOEND, e" , e AND GAxIDMG TO m PR LADED Y]IN A t1A1 Ve' eLOPE FOR PRael¢ 81EDDDG Q RAN W41ER D 4LL eHAPE pOAlm eww. DE CFJ.LOFOML DRAPE FORT Wm[ CELLCFOdt EPD PER NetIR1CTIONe AND Aq EI® PER OPECFlCATGND POR RORe. EXIERIORD LL91H HKiI R-YALIFA ¢1LGPOW EPe INau.AncN Aem-cevA e, APPL � PROFEeeIGNAL. rON•I DEALAVT, TO FORT A DNRADLE 61RTGHi WATER RENeTANT. ETER'ON'I eEALAM ADm-oel. DCTD B:ICE]nLT. To ALL nATEPoALB PER erECFlunoNe A+ao Tgi)IODe. ID. APPLT DPRAYAIX£ ATNG NC- l- FOR A TOIYaH FYD'EDRNE b RECIIIED. APP Y F HOLD YRG, FADFdCATION . PIPAGT F'R)tECTI(}I FCR EPo A!D QR DH{PEe. OR Wltr�YE/e A HKIEY DIRAOLE M•ACT t-Ob1lPE MD CORR'MION RmbTAM PN W! b REalFha=)D. ELEVATIONS NOTES ❑0L FLAT PRCNLE Al1ERLOCti COYG FUCF TEe elHe••bA Y PLAT DY ae'4 v I -P TAR. N - (COlge WAIF el•IOOM1U OVER so• FELT HDT FUR® LR !O FELT TN-TAGG® TO P./!1' APA I, EM. GRADE RTWD. eHEATNYA NDiALL M TER fdA'FVi erect (T1TJ rt1oTE� Au HPb To wAve nrrERED onPDz ❑D'-e' HKII COIRYAIeJ ENTRMlCE WALL w PAIR Cf DECORATIVE �. !'-0' x !'-a' GAIm W/ OLAOC EDP. F•CUOEie COAT FlEtlell YV ex'IOO1H eT0CC0 PNbH ND enYlO CAP GN WALL - PANRED - el>= eTlaJcnnaL DRlne. ❑]'-]' HIGIF DECORATIVE ALIl9Nl1 RAILNG YII PaIDER COAT 03. PMIDH fCCICR- OLACK) . QY TOP Q LCW W4LL - PROVmE DNOP DRAWNCA / DAFRE. DY 'JC IFAJN OIdJMEtITAl uUR" OR EabL ALIriR4 I DECORATIVE RAILNGD YV EDP. PWDIX COAT FNwI reOLwe D4YX) .TOP oP RAIL nN !D• WTH rlo�Te DPALED ro DLOOC PADDKE Q 4' ePHERE (DOfTOIT RAIL nbx ]• APT. - MJ- rla7vme elacr DRAWPY6 (eTYLE else AND DmIGN ea]ETY / eA1REA Bl''X ORWEx1fAL IRON LLORC ]IC.' OR EOIAL blLCO)JY f WLN3 AT FR?Ai DALCCM lb K %' HYiI n.A)L l0 FEET TIe Taw rs aa.P eTRlw IEICMT REa)IRe•GMD. MOTE. ALL IXT@DOR RAY.DY•0 DF✓LL CO'RY YP FDG ]WO EDmau 'Ca' CAD@ExIT R PD® (D@ FEA`)e OF EGREDe) ALUFL Y.O@O1D uv Lau e r,Lnne rburL IR.ve coLOR - uHRE) To ce MADT fEDbTANT AND COTPLY WIALL DADS COIMY RPALT ANO uIFYJ CY4PG TmTDG FIEa11RD•EMD lONiRALTOR TO PRTeDE CERfFIU.re 6 COHPLIbIL'E [TYPl ]' k x ]• PRa) -- enOOM enrpo LR^GR DNDNG - - LQUIF DNO Ul' I' NL x I' PfYAIELTCN . eTuxo) TYP. AT eEcao iia'Xt - I!✓DER6AJE O URDOIG (TYPl TOP LF le D EL.M. • ]D'M• APT. TOPWIND BLUR �__ uevalD LOVER FtlOF OEN+NG �EtEV.•Ia•a AFP. `___ D Tor W GraJIND FLG1M 4 Y1xIDO1D - TOP Q CarnllD 0.aTt ELM.•(KDO'NAVDJ _T eFE CML CRIGe PJDG HN. ELM. ELM. •Y I'-O' DPP. `. \\\. rAE SOxE) ELM. • VW DPP fK0'NAVDJ AV-ERKf CIOJYN ELM.. ♦'-O' DPF. ELM. • lWL4' NAVDJ n) urER ery au D/+nNG r Hr. w/ I In• PTxWecrloN eroonl 01. Dn)Cf' DAtOPJG- (LCLLER G•LIID {' 4rt. Yv !/4' PIm.CCTION eTuccO) -PANTED rrrP. • WNDOIIN eLOPm FaR I•oertivE DRANAGE CONRACTOR TO PRWmE earlPLe POR APPROVAL CO)If. 4' DECORAnvE RAbFD B1DOlH eTlICCO Df ✓•LNG OB. e1lDYatB], TTPIGLL AT ALL OLURe AlD YROOYD-DLOP£D iQi POertNE DRANK£ - CONDRdCTgt t0 PROVO7E 6AMRE JCR APPIR YGL rru• mrare eERlm Aa-u'L FFEDCH DOOPe rcaLOR uNrre) - w/ LGd E GLaee oR EauAL TD ce IrP=acr I�elerart A)O rcrFLr YU ALL DARE OOMT !PACT ND YRD Ctt1N3 TmTltl A.EDtllfi]'EN16 CaARKTQt TO PROVIDE cERrFlcbre Q CQRtalICE (iYP1 - elx DaJR eoamliE caNnaAcrcR To PRovIDE PRICE FOR IMrIRE Hare ro lELE'IVE A• IlALP ICTND CORER Ii)TTpeD WM DECOR4nVE LEADER C�DI)C-TQt IEADe -(W1N DECGRArNE GHRER HANGEIeD / DRadQb) - 4' RAND DOIDIePNTe - RANDAVER CAIRER OYeT@1 Nc oR eau•L. El-PROVO7E KIIX OIIT FLADHNG TO DFRRT ROCP WATER R.all NW.Y Me.LURY FPAOT rRODVGTe', CR E4xLLL AWPt eLIDNO DOORe 0 YV iaU e' GLAZG - To ce 11- O R Ta AND Ca•RY w ALL DADS LQNTT TPAOT AND WNp GY4IIIG TmrNG IEa11RE]"FS[TD C[NTRAGTLR TO PFIDvmE CERTFIG4re 6 CORIAN(f (T1'P3 - (COLOR - W1ftEJ - OR EalAl [VERPY YV duERA DF 0 SOUTH FACADE CALCULATIONS Tl- A% A OF FACADE bD DF AL AREA CF OPpIR1(B 157 BR TOTAL OPQJNG COVERAf� m / IOD . D9x 3 PROPOSED WEST ELEVATION P3AI SCALE: 3/16• - 1'-0• D� mr I © m li � © p �� ®IL■��i 0 0 m t� d -_ r ELM. e'-e' .-2- N InEn R'CF IiEAIROY HEIGHT ELM. • x' __J TOP Q=20 ROOIt YRJpWE A TOP LF - ROOK _ _____J LaiER RJ,"F eE4Rr1' iOP6W IO :tOg2 'fib A TOP LF GFKAPD FLOOR coNClEte eue A y I].EV. • a=a aFF. � E]-EV. •near NAVDJ e13: aV4L DIRIGD FLG nN. ELM. A - _� ELEV.•Ta NAVD ----------J------------ FETL ELEVATKN AE SLTE) A ELM. (KO'NAVDJ AVERK# gBJI1N ELEV. • -e'-0' OFF. ELEV • f904' NAYDJ -- TOP 6 Rmf£ J• DLEV . ]D'•D' ARF. IPFER ICV'P DE4RlYa NEGHT --J TOP OF Dn FLOOR WNDCUD P P TOP Q bD FLOO/e eTR1CniE A ]I aT a O O - ELEV b I ' LaIEFt PO,'F DEAFM± D � � 4EIC41i A D� - ELEV TOP w GrmIND TtaoR ELM. • e'-0• .vr. OD G � � ]• � �, i rG2 #TE e�LADR.°°R ql 70 ^ � aJ Z9 9 ELEV.' C-O' APF. Y •• a� 3T p� OJ DEE CML DRIP! VDJ FLO. HN ELM. Q ELM. •' I'-0' OFF. Y - / � EAEV. • la NAYD _ a ELEV. • -0'-0' OFF. Q fK0'NAVDJ AVERAGE GTdJI1N a• ELEV. • K'-0' DPP. ELM. • lGt4' NAVDJ 4 PROPOSED SOUTH ELEVATION A3•� SCALE: 3/16' - T-O' au o•EraEnn GARar>f DaJIVD ARE ro FEET oADE COWR uRo CYCLNG NO FPALi 1mTNG REOWIFEI•RnA au EMERIOR DOORe (ueoauD To HAve'DDGVLDf Rfa' 7O. OR FG14L UILKDIG . DDOrrtO1UALlPt FIW'E DEE DFcrtwcx DR.euler•e PaR Au EXTERIOR LIGHTNG 76. FT)(TIl�e . ePECJs (NOTE. ALL FD(llll�e TO DE 4PPR Y£D atTDOOIt ICI101@N m' '.nc' oR I:aIAL . erANJYD 33. KITC4FN YY DbET bWQ:R eiTLE DDORe / GNCOAL eE� RaoF PLAN FOR eWn.T4r clDcl�r POR PY]ertivE DRAA[AGe - 4L OIµL CRp�re rO ILIVE nP1 ] LA MIDOIH nODFlED PI8T4DE CERTFICAre (R ta1PLINIC'E 6Y'F.DL' OR EaLLL [1YPICALA -CONTRACTOR TO VERPYWI GARAff DLUR T1AlP. PRJPER CLEARANCE REaIeRJR APRED DIRT caemam [TTP1 eEC RCOF Pl..w FOR WILT4IP pil0¢T FOR FCNnVY 7L ORALLYE - (NOTE ALL OtlaCTE M HAVE IM x uYERD DY WEae / NTETAIOR DmIC1E7t PRIOR TO FUIYCH4eEJ. WfDDOR eHaIER: uL DECORATIVE u1ALL uP 4' x 4' 1 1NI.AN COGRI4 ACk?Ii DMO, r : P aTJO v x L• DECORA.TIV£ CEPAFIIO GRAY f GRNeTE coINTEIDroPe frog PRICNG PURPDem aLY . 4F]RFY 4V OWER / NfERIOR Dm1'+rER - CQJTRAr.'TOR TO PIB7NDE eMOP OU1M POR AFTROVAL. -- A PLIb CLADe'A' HOOFED OAP el- lYP1 P 'LED uu Y�rm�OFYI ' DY e1 C6 OR FGIAL TO r� OWN D/4'LLk flop.Yl• CQ1P06RE TRD'I f R EaIAU FOR T" DECORATIV£ vFR0001 PANELB aJ EM. eDE fNOIE� AI.L D'IWTH HODPIED PLMe A CLAee 'A' MODIFIED C.Y TILE eH.NeR WN.L YV eNaIER HEAD, FOOT W46H AND rROVmE RODE DID D¢ DETAIL aJ rtuew eur. - IEFAVR AD PER HN4P ePECYL HORISLNTAL LIITD TO DE MADE . 4D DEGI¢EE OOW4AARD e.Va v) p[pT - TTPJ - NOTES eECGTD FLOOR DLOCIC WALLD TO FELENE Tt01 S'-a HEYYR GP YFCA Imo' ACGEeeonlEe -ALL MArERW.D 10 K APPRJVED AND NeTALLED ae PER I'iN4FFACn#e ePECD - FOR PWClY alLY - � AND LOCAIKTY TO DE CLOI®NATED uUW1FJt MOTE, MJ. eEcorro ROOIt PtlFCIE6 / TEIYRLCED TO RECeNE HOee N' x M• Cf?Cl2FIE COLVND IW RA' ]-COATD B100nI DTlIC00 43. !-LATER DECORATIVE Tulem enron+ eTurco 1lNONG WATETD`IbNG DY'eKA' OR EaIAL - TYP. 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U Architect, Planner and Designer AA-26002044 W 1045 EDet All -tic Ave. Suite 303 1 Delrvy Beach, FIONdA 33463 U TEL 561-276-6011 Q FAX: 561-276-6129 W ISSUM FOR Y BIDS Z Q PERMIT N CONSTRUCTION IL W H Q Z W E U Q 0 I`3L, PROJECT TIRE SINGLE FAMILY 0 a RESIDENCE Q Q a z� U N O Q a 3420 GULFSTREAM RD, GULF STREAM, FL CUENT APPROVAL REVISIONS Q N _15 J Q U Z W 2� i W T4 of Gulf Stream, FL RLE NUMBER w SlOA301 0 DRAWING TITLE wPROPOSED ELEVATIONS Z w U O n DATE DRAWN BY `� 06.21.21 I JH r r JOB NUMBER 20210510 DRAWING NUMBER J� A3.01 LL LEGEND W EXISTR s TREEa TO BE mEmrVED + E%[STRG TREES TO REMAM • I EJdSTRYe PALMS TO R=MAM EXISTING TREE L15T M= IXISTRYa TF¢S 10 BE 1iELOCATED (�) NEW LOCATION GF I�LOCATED TF?EE8 OPROPOSED PALMS O—TREES A Peld[um guaJevaaaueve Trm 14' ht. x K' epr. null[ B Paldhm gueJevaKaueve Trea 9' hL x 9' ePr, :.it[ C BNagrue ronenr mane/O�•.an Pal, Fi' hL oa. D Syegrw roeor—ff[ane/Qi Palm B' hl oa. E I% roadaelmlLPygvy Deb Pelm T' ht. ae. F Tarmlrblle cetappe/froplcal Almond hen 95' hL x 65' epr_ 10° WYt G Mnueopa •Ieng1A'Ilmuaop hw 3D hL x B' apr. l dbh, poa revim°e project: gebauer residence 3420 gulfstream rd. gulf stream, fl. AZ0;L1 dava bodkar FL 601 ncongress ove., suite 105—a defray beach, florida 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 11321 date: 7/zs/aosl scale: drawn by. 1. — la• Ip A re VlslOn 9: A A 0 0 0 sheet: NORTH 1 of 3 sheets PLANT L15T 5Yrl AOTM ICAL/CCMMON NAME BPECIFICATICNS CITY AM3 Adonidia merrllil 16' ca, ht, triple trunk 2 Triple 0-rl6tmae Palm BA Bulnesla arborea 14' it x 6' epr, 2" oal. 4 verawood Cl Citrus Iiman "Meyer" e' hL x 4' epr. 19" cal. Citrus Meyer Leman CL Citrus aurantlifolta 8' hL x 4' epr, Ur" cal. I Lime Tree ED Elaeocarpue deaiplene 6' ht. x 30" epr, conical 5 Japanese Blueberry PE2 Ptgchoeperma elegam 20' A. ht, double trunk 10 Double Solitaire Palm PS Phoenix aylveetrie 16' c.t, matched 2 Sylvester Date Palm P52 Phoenix ayylveetrle 12' ct, matc xed 2 Sylvester Date Palm QV Lluercue vlrginlam 'Cathedral' 16' hL x 1' epr, 3" cal. 3 Cathedral Live Oak ALP Alpnla 24" ht. x 24" epr, 24" oz. 28 %purata Torch gingar BEG 5aganle odorata Alba IS'- Int. x IS'-epr, IS-- oz. 128 ILFlita Begonia BOu Bougalnvlllea *pp. 5' hL x 3' epr, standard 2 BouE1.1—illea BRO Bromeliad 'Jeffrey Blodk' 10" ht. x 10" epr, 18" os 13 Jeffrey Block Bromeliad C7R Cyrtomlum falcatum IS" hL X 18" epr, 18" ac. 22 Ho1Iy r-ern DIA Dianlla tas xinica 12" hL X 12" epr. 18" os 514 Blueberry Flax Llly FOIL Pemleetum sets— 'Rtrpie' 10" hL X 18" epr, 24" os 81 Fountain Grave 'Purple IXD Ixora Maul Sunset' 16" hL X 14" epr, 12" oz. 49 Dwarf Maul Ixora IRI Iris spp IB" hL X 18" epr, TO --as 4 Blue Flag Iris JAT JatropM tningarrime 6'-1' ht. x 3' epr. multi -trunk 4 Jetropha Tree LIR Llrlope 'evergreen giant' 12" ht. X 12" epr, 12" oc. 402 Giant Llrlope OPH Ophiopogon Japonlaa 4" ht. 4" epr, 4" oc. 342 Mordo Cteee PFI03 F'hosnix roebeilenll 5' oA. ht, triple trunk 2 Triple Pygmy Date Palm RAN QJlequalle indlca 4' ht, 3 runners 4 Rangoon Creeper vine SCH 8chefflera arborlcola 'Trinette' 18" hL X 18" epr, 24" os II Trinette TRD Tradeloepermum aelatiw Minima' 5" hL x 12" epr. 12" os [Be Dwarf Asian Jasmin ZOYSIA Zoysia Nil fresh sod as req. Empme zoysia Gravel Chattahoochee gravel 1"-3" dlameter, 3 layer ae req. Concrete 84eppin5e Stones -to be 4' concrete slabs ' 2x2 10-10 wwat with Ilght broom finish project: gebauer residence 3420 gulfstream rd. gulf stream, fl. 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Rrjs.a nxure vdn " ..0 .w.tiv ur a Plnm m n " s n.lgn 4 uw r ry e" Y!w r Pme Nus rr a e+e rr_ur rrr �� I/en��.au" r�.r�� W w��urnw rdg dnpa m v rwe.n vyruW auau.w.Y raw au rgrsM��-a��mbuwwi.a nl..xry oorV ^ooaw wevRuy rwnw.ea uul mnl.ouq.o w.o.p w row." a npre vgwe rally n." vu a.Ps" a pro urp raw rr.w.wy ..r w w" 'n^^" +r v w rn..ppe..e ramq m. ^W a w. a.e.m .x wW, mew., eewm e��Ix rlrW��"' a, _" gwW m xxn g.e. brr..rg,-.a,r.xe. c r��,x��,o++rrr.tl ow w pl.w, wm w.wn wPa. wYN ��+^" row puwrg wn .pyre m.nwur GENERAL NOTES Mb bbdNg Imn�m.roo avux l��amv.u.��lweanw u�� ��a,pl4arYtegu_ p��trwrwe aaa. purw.r,r.mwg w.Nx.p,m.e�� .d a4u��x��v .r��vy rww oa,..rl��.pWw..s e r rmns. W�� ws wa�� F^Ps'nW rw uv h Nq �� lam��nrana �� wa mnw_ p wrPx rw . .ron ^'Yu^ Pv a w pux. yr r wars, row. brtl w byrtl w rn rrawpr r,r o.P pro vwleopnpwar Wram n,ctb mr rY bmmre W req w el.bel.l b mw p" ar^..t AP m per,b n.svr rueY a ur imlr Pe m rreena I. ����v��w N�� ��wlrwrnrlr�� aar pap^" td N ralllrpr ��w.e W r.��mn el�n ue b rmque u 4rwx r..a. ueP.xwr�� u��r)rnu P'rrB ^ w P^Iw b pellw. wpwg wl lr��eep N P w^rny.ppv.e m. epm a ryrvm.ryn .b. eyur .,e gw.emr wr.. �� Prinr e.ea.r..e ry our w_ _ rawlW mwp.. nxwgl raW r��i pnrunlW rvu lP' N w rvaw awleAwpame�r w'K ��ypa��lr N���� Nxaae�� nw.prr ..crop wvM n��rb p�� ��pw.x.e..e u. rWrt rai e" xar��Y+wml�� ep.uv ylr, n u" .. w v_ m er.. ��.rgn�.lw meag wn bpe w.. ry w e" xg w pane. �� a.ppyrgww.nlrn� b..x PrwnNg.m �� wv 4 er. n aye,. w.n. r m erg. w rwrr r.mmle w,.wp N. p.- ��,pn,.a.��rvw��ww��w��.,ti m Plan wu��rt u.. ++ll w.��r..a_m ��w��yw ��.md�mwx.��mx project: gebauer residence 3420 gulfstream rd. gulf stream, fl. f 1`,'rl it cif i�� �� d��1Ktit���� l kridompe arch ted /pWmhg t1c. 601 n. congress a suite 105 a delray beach, florid. 33445 561-276-6311 #LA0000999 sheet title: specifications details, notes project number: 11321 le: 7/22/2021 scae drawn by. elp 0 0 0 0 0 sheet: L-3 3 of 3 sheets project: gebauer residence 3420 gulfstreom rd. gulf straam, fl. D, RECE FO AUG 19 2'21 Town of Gulf Stream, Fl. dan. bocker Wd-p 601 n. congress o1e., wit. 105-a delmy beach, fl rld" 33445 561-276-6311 # A0000999 sheet title: illustrative plan project number: 11321 date: 7/22/2a21 "Cole: drawn by. ip revlslon s: 0 NORTH IIAD sheet: Il_-1 .beets clitaire Palm odocarpue remain Cue rerta n east elevation north elevation Date Pain Data Pain odocar" remain project: gebauer residence 3420 gulfatreom rd. gulf stream, fl. xladng Podocarpw Hedge to rsa in AUG 19 2021 ,' south elevation oubieSolitaire Palm Town of Gulf Strea' +t�vb taodker Wldrcqu uWehayiPlsmYptw: 601 n. congress a—, suit. 105-0 dairy bench, florid. 33445 561-276-6311 OLA0000999 sheet title -- illustrative elevations ouble Solitaire Palm project number: 11321 ecamcad dote: v/u/sm+ scale: +/e'-+•-o- drown by. IP revisions: 0 at, ee t: NORTH west elevation floated Iveeter Date Palm A I L— 2 Podxarpw Fledge from front yard Trl le Christmas Pa 2 of 2 sheets +3.3 T. O. W. EL=7— NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS EXISTING RESIDENCE FLOOR +4.95 TRANSITION WALL 0.W L'I _ HOPE ® 1.1% +J.B EXIST WATEI SERVICE TO 7---DRAIN RIM 'S;I EL = 3.0 QI+ W ' D: til �IW �I COI LOCATE AND CONNECT TO TEXIST FORCE MAINCONNECTION NVERIFY EXACT LOCATION IZOTE: CONTRACTOR TO FIE WRS SHOWN D ELEVATION ERU��IYEELEVATION OF ALL IMPROVEMENTS IRQ1 ' NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND STRUCTURAL DESIGN PER PLANS FOR BRICK PAVER REPORT ANY DISCREPANCIES TO MANUFACTURER SPECIFICATIONS PATTERNS ENVIRODESIGN ASSOCIATES, INC. OR TO BE PROVIDED BY OTHERS. Know what's below. __ Call before you Site"' LOCATION MAP N N. T. S. z LEGEND: V PROPERTY LINE A SECTION IDENTIFIER N i I PLAN PAGE DETAIL PAGE Z O t� 16.5 PROPOSED ELEVATION 0 DIRECTION OF FLOW F EXISTING ELEVATION 'Al Z DENOTES AREA OF PROPOSED CONCRETE PAVING DENOTES AREA OF PROPOSED ASPHALT PAVING DENOTES AREA PROPOSED 1" MILL & OVERLAY DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DENOTES AREA OF EXISTING PAVEMENT AND BASE TO BE REMOVED & REPLACED WITH CLEAN FILL DENOTES AREA OF EXISTING PAVEMENT TRENCH REPAIR FOR UTILITY INSTALLATION -SEE DETAIL SHEET 2 PROPOSED CATCH BASIN 12" PERF HOPE PIPE IN ®DENOTES 5' WIDE X 3' DEEP ROCK TRENCH (BOTTOM EL= 0.0' NAVD) NYLO-1 STRUCTURE TYPE -NUMBER 6.00 RIM ELEVATION 3.50 INVERT ELEVATION N YLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HOPE HIGH -DENSITY POLYETHYLENE PIPE f PROPOSED WATER METER D4 EXISTING GATE VALVE Town of Gult Stream, FL SCALE: 1" = 10' CALL 48 HOURS BEFORE YOU DIG. -5 0 10 20 IT'S THE LAW 5 15 1-800-432-4770 0 COPYRIGHT 2021 BY ENMRODESIGN ASSOCIATES, INC. TIIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, SUNSHINE STATE ONE CALL OF FLORIDA, INC. UNLESS SIGNED AND SEALED BY A REdSTERED PROFESSIONAL N N R NG VIRO OCIATES, INC. MATCH EXISTING DRIVEWAY WIDTH OR 12' MIN. WHICHEVER IS GREATER 24' MAX. WIDTH (2—WAY) UNLESS OTHERWISE I� SHOWN ON PLANS EXPANSION JOINT — PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY CONCRETEPAVER CEMENT COLLAR SHOULD EXTEND UNDER ONE FULL WIDTH OF BRICK SAND BEDDING 4-1 2" COMPACTED SUBGRADE 4" LIMEROCK BASE COMPACTFO TO 98% PER TO 98% PER AASHTO T—I80 OUTSIDE RIGHT OF WAY. AASHTO T-180 6" LIMEROCK BASE COMPACTED TO 98% PER AASHTO T—I80 INSIDE RIGHT OF WAY. 4" FLOW —ABLE FILL (100 P.S.I. MIN.) SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 INLET ELEV, (SEE PLAN) 100% TOP OVERLAP 3.00 FT NAVO Yx.1 TOP OF TRENCH (TYP) or NS M. R0i ///"IN 0 PROPOSED DIAMETER H 12"•STRUCTUREERFORATED DIAMETER H.D.P.E H.D.P. E. 0.00 FT NAY➢ IRAFl 1— OR TRENCH BOTTOM gPPROVED EQUIVALENT (TYP) FILTER FABRIC 1.50 FT NAY➢ [ CONTROL ELEVATION A / • UNLESS OTHERWISE NOTED ON PUN PERFORATED PIPE TRENCH N.T.S. 1.sD Fr NAVD e CONTROL ELEVATION • UNLESS OTHERWISE NOTED ON PLAN PERFORATED PIPE TRENCH N.T.S. CINIERDJ CENiFlim GRADE G EXISTING EDGE 6" SOD k OF PAVEMENT, TOPSOIL_ FILTER FABRIC 2' OF 1' WASHED STONE (REQUIRED ONLY IN AREAS OF SUBSTANDARD PERCULATION AS DETERMINED BY THE CITY ENGINEER) FILTER FABRIC W 6" SOD &TOPSOIL 24' STONE SECTION 'A' —'A' NOT TO SCALE NOTE: 1. CONTRACTOR TO REPLACE ALL IRRIGATION, TREES k SHRUBBERY IN SWALES DAMAGED DURING CONSTRUCTION- SWALE REPLACEMENT DETAIL D10.1 RED DOT DUCTILE IRON INLAY GRATE BUILT-IN LOCK BLOCK FOR 6.1" GRATE LOCKDOWN CONCRETE - FLOOR SLAB OR PAVEMENT\ z z Q w / SOIL --,41111 \\ > SUBGRADE CROSS SECTIONAL VIEW TRENCH DRAIN 18" HOPE RISER WITH DROP IN GRATE 2" HOPE PIPE 3/4" WASHED ROCK WRAPPED IN MIRAFI FABRIC OR APPROVED EQUAL 18" INLINE DRAIN DETAIL NOT -TO -SCALE GRATE NO. 502 4" BEDDING CONCRETE CONCRETE C� /FLOOR SLAB OR PAVEMENT POLYDRAIN CHANNEL POLYLOCK 6 �\ LOCK / �j�� TOGGLE \X ARIBSR ABT, INC. P.O. Box 837/259 Murdock Rood/Tr..tman. N.C. 28166 800-438-6057 (U.S., Canada and Mexico) or (704) 528-9806 Fax: (704) 520-5478 lo. GAF-!r RIM AU 19 2(':' Town of Gulf Stream, Fl CALL 48 HOURS BEFORE YOU DIG. • IT'S THE LAW 1-800-432-4770 0 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. ® COPYRIGHT 2021 BY ENMRODESIGN ASSOCIATES. INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CalI LL UNLES5 SIGNED AND SEALED BY A REGISTERED PROFESSIONAL UOfOI@ you d19. ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. 5 i Q oa �y �w a� >Z 0W �D L)rWr l O W a � W � O W E-I �a �UD z O col F z F m H7 M r in O M N 672 C C U z4� _my a or u N e B¢ o w N. 8 wE. N o@ o0 z0 WF:` of o0 0 3 H. V1 Flip Ww I _ W4 pN �o ,o � LL a v1 W �.. W N0 C7 z W DRAWN: B.A.B. CHECKED: J.A.P. DATE: 08/17/21 JOB NO. 21071—DTL SHEET NO. 2 OF 4 PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC ENGINEER. LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION ACCORDANCE WITH THE FOOT LATEST STANDARDS. 334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY ON THE DETAILED DRAWINGS. REOUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6'• 12. ALL CONCRETE SHALL DEVELOP 2500 p.J. (MINIMUM) 28 DAY COMPRESSIVE BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO AASHTO T-180. CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF 13, PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST DEVICES FOR STREETS AND HIGHWAYS. AND/OR PALM BEACH COUNTY TRAFFIC METHOD "C" OF AASHTO T-180 SPECIFICATIONS. DEPARTMENT TYPICAL T-P-17, WHERE APPLICABLE. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED CONSTRUCTION AND COMPACTION OF THE SUBGRADE TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40% CARBONATES OF CALCIUM 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN AND MAGNESIUM IN THE MATERIAL. ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, 4. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE WHERE APPLICABLE. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE UMEROCK BASE SHALL BE AS SHOWN ON THE 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 17. GRADES SHOWN ARE FINISHED GRADES. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 18, AVERAGE EXIST ROAD CROWN ELEVATION EL. 2.0' N.A.V.D. PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO OF CLASS III OF ASTM C-76 AND WITH THE FOOT SPECIFICATIONS, LATEST EDITION. A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE MATERIAL. WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND TO ALLOW FOR THE THICKNESS OF THE SOD. SECTIONS 125, 430 AND 943 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 21, MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. S. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE AREA. BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF SHALL BE RC-70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE GENERAL NOTES 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE THE LOCAL UTILITY. OWNER. 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND GENERAL PUBLIC. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE UTILITY STANDARDS AND SPECIFICATIONS. DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE ADDITIONAL COAST TO THE OWNER. WITH SEC. 8.24.E.5.i 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 7.0' (WHICH FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. IS ABOVE THE FEMA =12" FBC MIN). IT ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE LANDSCAPING OF THE SITE. APPROPRIATE GOVERNING AGENCIES. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR AT NO ADDITIONAL R PE HITS. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, COMPLYING WITH ALL PERMIT(S) CONDITIONS. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTNN AT NO ADDITIONAL COST TO THE 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OWNER. OF 9AM-3PM, MONDAY-FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.H. (MINIMUM) 28 DAY COMPRESSIVE DESIGN STANDARDS (LATEST ED.) STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED TOWN OF GULF STREAM GENERAL NOTES DEFINITIONS PROVIDE FOR THE SAFETY OF THE PUBUC IN THE WORK AREA, THE CONTRACTOR SHALL SUBMIT A I. CITY - THE TOWN OF GULF STREAM DETAILED TRAFFIC MAINTENANCE PUN PRIOR TO CONSTRUCTION. 2. CONTRACTOR - UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS 20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE 3. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION CONSTRUCTION OF NEW LIMEROCK BASE. 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY DISPOSED PROCEDURE OF OFF -SITE IN AN AREA AT THE CONTRACTORS EXPENSE. 1. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE TOWN, 22, CONTRACTOR SHALL UTIUZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY SCREENS, CONTRACTOR, SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED PARTIES. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY 'NTH ALL STATE 2. ANY REMSIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE TOWN PRIOR TO THE AND LOCAL WATER QUALITY STANDARDS. PRE -CONSTRUCTION MEETING. 23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED. 3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT UST AND ALL NECESSARY 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. PERMANENT SHOP DRAWNGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT TO BE REVIEWED PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES OF AN BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH AWWA C151/A21.51-91. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND UTILITY INSTALLATIONS SHALL BE SUPPLIED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL COSTS 4, ALL APPLICABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE TOWN PRIOR TO ASSOCIATED NTH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY RECONSTRUCTION AND COMMENCEMENT OF CONSTRUCTION. UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS. 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON 26. CONTINUITY OF WATER AND SEWER SERMCE TO CITY UTILITY CUSTOMERS SHALL BE MAINTAINED SITE AT ALL TIMES. THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES. IT SHALL BE SCHEDULED FOR OFF PEAK HOURS WITH 6, ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT UST AND SHOP DRAWINGS AS APPROVED BY THE CITY. DETERMINATION OF SERVICE BREAK REQUIREMENT WILL BE MADE BY THE CITY. THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE. 27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: O'BRIEN, SUITER, & O'BRIEN INC. 7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PUNS ARE APPROXIMATE ONLY. THE 28, THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WTHIN THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED NTH THE FLORIDA ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN ON EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. THE PLAN) EXIST WTHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS. THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE 29. RELOCATION OF UTILITY POLES AND GAS PIPE LINES SHALL BE COORDINATED BY THE CONTRACTOR UTILITY CONFLICTS AND THE UTILITY ADJUSTMENTS AS REQUIRED. WITH FLORIDA POWER AND LIGHT, AND FLORIDA PUBUC UTILITIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WLL BE REQUIRED TO RELOCATE THEIR UTILITIES. & THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR 30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY DISRUPTION OF SERMCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES ENMRODESIGN ASSOCIATES, INC. HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 31, CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTIUTIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY FACIUTIES. 32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR WTHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE TOWN OF GULF 10, THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24 STREAM.. HOURS IN ADVANCE. 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10-FEET FROM 11. CONTRACTOR SHALL NOT DISTURB EXISTING CITY MAINS OR STRUCTURES WITHOUT THE PRESENCE OF ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FAOUTIES, UNLESS APPROVED BY THE A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY ONLY BE OPERATED BY TOWN OF GULF STREAM. CITY PERSONNEL. 34. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS, THEY SHALL 12. FACIUTIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE APPROVED PLANS. CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS: LD 1.1 & LD 1.2 DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE CITY. 35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WTH ADA REQUIREMENTS. ALL SIDEWALKS NOT 13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK, A FINAL TO EXCEED 1:48 CROSS -SLOPE AND 7:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 1:48 INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA REQUIREMENTS NTH RAILINGS WHERE NEEDED, LANDINGS NTH 1:48 CROSS- AND RUNNING -SLOPES ARE TO BE 14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PALM BEACH 36, TOWN OF GULF STREAM UTILITY DIMSION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO ANY COUNTY TYPICAL T-P-17 (LATEST REVISION) UNLESS SHOWN OTHERWISE, SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER ONES AT 561-243-7312. 15. AS -BUILT DRAWNGS SHALL BE PREPARED A EP ED REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THEE CONTRACTOR TO THE CITY. UPON APPROVAL AND RECIEPT OF PERMIT. THE CONTRACTOR SHALL CONTACT THE CITY OF DELRAY 37. BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-7320 TO SCHEDULE A PRECONSTRUCTION 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY NTH FLORIDA MEETING PRIOR TO STARTING ANY SITE WORK. STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. 38. ALL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL BE 17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN ADVANCE OF CHECKED AND AUTHORIZED BY TOWN OF GULF STREAM UTILITIES DIVISION. CONSTRUCTION. 39. ALL CITY OF DELRAY BEACH 2O16 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND DETAILS 15. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE. 19, CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, UGHTING, SIGNAGE AND FLAGMEN AS NECESSARY TO I SAWCUT-\ ISURFACE ( ' '_SURFACE JOINT REFER TO PAVEMENT JOINT DETAIL RT 7.1 DIA. VARIES -REPLACEMENT BASE SEE TYPICAL BACKFILL DETAIL GU 2.1 FOR COMPACTION REQUIREMENTS. 1-1.-0" 1. REPLACEMENT BASE TO BE AT MIN. 12" THICK. 4. ALL DISTURBED PAVEMENT MARKINGS SHALL BE RESTORED IN ACCORDANCE NTH CITY STANDARDS. 2a. BASE MATERIAL SHALL BE PLACED IN TWO LIFTS AND EACH UFT COMPACTED TO 982 MAXIMUM 5. SURFACE MATERIAL SHALL BE F.D.O.T. DENSITY PER AASHTO T-180 (MAX. TYPE S-I OR S-III ASPHALTIC CONC. UFT THICKNESS a 6"). (MIN. THICKNESS 1 1/2"). 2b. 12" EXCAVATABLE FLOWABLE FILL 6. ANY PAVT. CUTS SHALL BE COLD 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. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. PAVEMENT REPAIR DETAIL GU 1.1 EXISTING GROUND REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS.(SEE NOTE 5 BELOW) 6" MAX. SIZE 18" MAX. uFT. GRANULAR BACKFILL PLACED AND COMPACTED TO 98% MAX. DENSITY PER AASHTO T-180 7/8' MAX. AGGREGATE SIZE 6" MAX. LIFT. BEDDING MATERIAL COMPACTED TO 98% MAX DENSITY PER AASHTO T-180. el= ® R F NOTES: 1. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK. DEBRIS AND LARGE ROCKS SHALL BE REMOVED: BEDDING MATERIAL AND BACKFILL CONSISTING OF WASHED AND GRADED UMEROCK 3/8" "I -7/8" SIZING. AUG 1 2. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WTH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. ���FI ut Ijulf 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DR`('(` O" Itream, 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, AND DEBRIS. 5. COMPACT BACKFILL TO 98% DENSITY UNDER PAVEMENT AND TO 95% DENSITY ELSEWHERE.(AASHTO T-180) 6. COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING BACKFILL OPERATIONS. CONTRACTORS NOT FOLLOWNG THIS PROCEDURE, FOR WHATEVER REASONS, SHALL BE REQUIRED TO RE -EXCAVATE THE AREA IN QUESTION, DOWN TO THE BEDDING MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. TYPICAL BACKFILL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. ® COPYRIGHT 2021 BY ENMRODESIGN ASSOCIATES. INC. Call before you dig. THIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL J O ENGINEER REPRESENTING ENMRODESIGN ASSOCIATES, INC. DRAWN: B.A.B. CHECKED: J.A.P. DATE: 08/17/21 JOB NO. 21071-DTL SHEET NO. 3 OF 4 INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE N1RE SUPPORT - MOULD 6X6', 5/5 GA. 49 //= 50. FT. WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES 3 LTER FABRIC AND GRATE BACKFILL AFTER INSTALLATION OF INLET FILTER NOTES: NOT TO SCALE 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 ] 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 WOOD POST NEEDED WITHOUT WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH FENCE POST (WOOD OR STEEL) 1, 1HE INTENT OF EROSION CONTROL NEASURES INDICATED GRAPHICALLY ON PLANS IS TO PROVIDE A BARRIER TO CONTAIN SIT AND SEDIMENT ON THE FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX.) FABRIC PROJECT STE THIS REPRESENTATION IS PROVIDED FOR TIE CONVENIENCE OF MESH WIRE SCREEN WHICH HAS _ TIE CONTRACTOR. THE TEST OF EROSON CONTROL E'FECTV ESS IS NOT TO BE DETERMINED BY ADHERBTCE M TIE REPRESENT SET FORTH ON THE BEEN FASTENED TO TieFLOW DRAWINGS AND SPECRICATONS, BUT BY MEETING TIE REDULATDNS SET FORTIN BY THE AUTHONITY HAVING IIRSDICIION OVER WATER QUALITY CONTROL FLOW RUNOFF AND OTTER SEDIMENTATION RESTRICTON REQUIREMENTS IN TIE REGION. 2. APPROVED EROSION AN O SEDIMENT CONTROL MEASTNES WALL BE INSTAEED PRIOR TO ANY CLEARMG GRADING, EXCAVATOR. RUNG. OR OTHER LAND -� FLOW DISTURBANCE ACTATES. EXCEPT TiOS: OPERATIONS NEEDED TO INSTALL .. NEA.N.. 3. INSPECTION OF ALL MESON CDNMM MEASURES STALL BE CONDUCTED WEEKLI. OR AFTER EACH RAINFALL EVENT. REPAIR. AND/OR REPLACEMENT OF SUCH FT. MAX. SPACI WITH WIRE SUPPORT FENCE DIG 4" WIDE k 4" DEEPMEASURES STALL BE MADE PRQUPW. AS NEEDED. T. MAX. SPACING WITHOUT WIRE SUPPORT FENCE TRENCH, BURY BOTTOM B" OF FABRIC. AND 4. KEEP DUST WHIN TOLERABLE UWTS BY SPRINKLNG OR OTHER ACCEPTABLE H ANCHOR WRC7ED MEANS. BACKFILL MATERIAL 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NAY BE REQUIRED NOTES: F DENED NECESSARY BY OTTTE INSPECTION. SILT FENCE SECTION 6. FWLURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES STALL RESULT N CONSTRUCTEN BONG HALTED. 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (9D CIA). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH NOT TO SCALE ]. MAINACE INLETS STALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER OF THE BARRIER TO AVOID THE USE OF JOINTS. MET PROTECTION DETAIL 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION B. ANY ACCESS ROUTES TO SITE S ALL BE BASED WTH CRUSTED STONE. "ME AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA PRACTCAL STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE. POST SPACING SHALL NOT—� �� B. EDOSON CONTROL MFA511RES ARE TO BE MAINTAINED UNTL PERMANENT EXCEED 6 FEET (1.8 M). OR NO COVER 15 ESTABLISHED. 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES PLACE THE END POST T0. WIENEVIER PEASSLE. NATURAL VEGIETATON STALL BE RETAINED AND PROTECTED. (1 CM DEEP ALONG THE LUNE OF POSTS AND UPSLOPE FROM THE BARRIER OF IN. THE SECOND FENCE INSIDE THE END POST 11. ALL WORK IS 1O BE IN COMPLIANCE WTIN TINE RULES AND REWunaNs SET5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL OF THE FIRST FENCE FORTH BY TIE STATE OF FLOINDA, DEARINENT OF ENVWONMENTAL PROTECTION BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE ROTATE BOTH POSTS AT AND TIE Cltt OF DE -FAY BEACH. STAPLES AT LEAST 1 INCH (25 MM) LONG. TIE WIRES, OR HOG RINGS. THE WIRE SHALL LEA S180DEGREES IN A i2 OISCHARDE FlROM DEWATERING OPERATIONS SMALL BE RETANED ONSITE IN A CONTAINMENT AREA. 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. CLOCKWISE DIRECTION TO CREATE SEAL 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, DIRECTION OF RUNOFF WATERS WITHlE FABRIC C MATERIAL 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 ORIC0NAL + + DRIVE BOTH POSTS ABOUT GROUND SURFACE. 18 INCHES INTO THE 7. THE TRENCH SHALL BE BACKFlLIED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. GROUND AND BURY FLAP 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. ATTACHING TWO SILT FENCES NOT TO SCALE EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 SILT FENCE INSTALLATION DETAIL D 9.16 Sheet 2 of 2 j I I I I I I � I I I I I I I :•,:.� 1s.a� TEMPORARY INLET -� PROTECTION (TYP) ( FPL CO. EASEMEN_� I ' 000000000000000 ------ ORB 302] pgGF 1 5 TEMPORARY SILT = FENCING (TYPICAL) d Iw Iw - I O' I �ICONSTRUCTION 1 - ENTRANCE LOCATION ' �I I ' I TO BE DETERMINED BY CONTRACTOR AS 1 w I NEEDED 1 I I I I I I I I I 1 J TEMPORARY SILT FENCING (TYPICAL) 1 i 1 ' � I I I I I I 1 I ' I 1 I � � I I 0 MIN. WLA i LWi •i •iL•i •i •iWi. L AGGR GATE CITY PUBLIC ROAD NOTE A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT AGGREGATE NOA), AT LEAST 6-INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C No. RFrF-IVP—n- AUj 1`.°` CALL Td""jftream, 11 IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' 10 20 s 1s E, Know what's below. 0 COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFGRMATONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL Call before you dig. ENGINEER REPRESENTING ENVIRODESGN ASSOCIATES, INC. i O 5 i 4 >� ow or W U 0 Z G� W zQ aW oQ 0 0 z a ��' P. ;T4 a � Ha �� otx aoZ �w p U1 r� A E- F z F Mr rn o.7 N .a^ C UzLLn of WE. yy N y w H ED o0 W €` > 0. Qo u< C) U W O � F�p w I W � Qn o�N Op w W RmN C z Ch a z W DRAWN: B.A.H. CHECKED: J.A.P. DATE: 08/17/21 JOB NO. 21071—ENG SHEET NO. 4 DF 4 GEBAUER RESIDENCE EAST ELEVATION fi A 7'77 "At WMMI !h t _ _ .r' 4 '4' a �. `, _ _ _ r .. a",1 I r E'4t r`. _ _ _ - q i R - Li I ____� �____ �"' - � a .-za. "� Il/� � „ .n_,� C.-Y . 7 �� 3v * 4- \ti�,?f'_ r a !f f \,��� 1000"i . . . . . . . . . . L L-j is wFT WI 40 cG) ajIfIf (�ICIWWOIV architecture, inc. "GEBAUER RESIDENCE mini -.Amp NORTH ELEVATION him-- -jil ill� Av Wl' oil g e architecture, inc. GEBAUER RESIDENCE SOUTH ELEVATION h, ! w K'"• "b a fF 4 f �II�IYh �� T i h III I■ �IM- p�,.. IIIIII I I V I " �1 ��IIIIY ( i 7 ,'�'� � I I III II I III .II A i�i II�II � i�a pp �y ' r _, I ■.Y ge architecture, inc. GEBAUER RESIDENCE Tr 7. 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SITE DRAINAGE BY CIVIL EJGINEE32 Q a � W p U [a I Revisions I NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date I Approval Date I Permit Date I Construction Seal AA0002340 (c� 2011 LOCATION MAP A-7 SIDE TA®IETRACK 1 1 I 1 I 14' HIGH ALUMINN 1 FENCE WITH SQF 0.05 NG GALE ffV WIDE 1 1 T I LOCATION MAP Dalwer DESIGN OT" Dna s -----*---- I ------ 135.00' SITE COMPARISON T - LOT 1 LOT 2 LOT 3 LOT 4 LOTS LOT b LOT T LOT 41 LOT Yb LOT 12 LOf II LOT K] LOT 9 LOT B ----------------- ERSZ ._Z W2 np. __ SLOPE 1 1 7m TYP. ROOF SLOPE AREA CALCULATION IST FLOOR A/C + 4228 SO. FT. TOTAL A/C 4228 50. FT. COVERED ENTRY = 86 50. FT, 2 CAR GARAGE 1= 562 SQ FT. LOGGIA + 588 S0. FT. TOTAL 5464 SO. FT. SITE AREA 16560 SO, FT.', TOTAL FOOTPRINT 5464 SQ FT. TOTAL SITE RATIO 33% DATE 9/6/2021 SITE NOTES •• SEE ATTACHED SURVEY FOR LEGAL DESCRIPTION VERIFY PROPERTY LINE DIMENSIONS WITH SURVEY •• SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING 41 HARDSCAPE, DRAINAGE. O POOL CONSTRUCTION AND DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION •• SITE DRAINAGE BY CIVIL ENGINffi2 ROOF AREA CALCULATION RAT ROOF 1 407 SQ FT. FIAT ROOF 2 30 SQ FT. FLAT ROOF 3 II SQ FT. TOTAL FLAT ROOF AREA 448 SQ FT. TOTAL ROOF AREA 6211 SQ FT. ALLOWABLE LOW SLOPE ROOF %10.00 LOW SLOPE ROOF PERCENTAGE %7.20 DATE 8/20/2021 TO wim \_- - SETBACKS 1 z SETBACKS REQUIRED PROVIDED REAR SETBACK FEAR SETBACK 3D-0' 20'-0' 30'-11 2AS O.OSMS I 15'-0'MIN. (30%OF WIDTH) EABT 22'8'I WESTIB-0' "�` _ GATE 3'-0'WOE GAT 1� MAXIMUMSIDESET.-HT. MAXIMUM HT. IDGE 20'T0RIDGE 18-6' TOWN OF GULF STREAM GROSSLOTAREA 16,S60SQ.FT.10W0ACRES SHADWG DENOTE [ Af1=A OF LbYT �- 1 EFFECTIVE LOT AREA 16,S60 S0FT. 10-0 ACRES P 7- 2T4 SIDE $� FAR CALCUTATION EXISTING DEMO NEW NET IST FLOOR LIVING 0SO.FT OSO.FT 9,22BSO.FT 4.226 S0FT CEILING OVER 19(DOUBLE) 0SO." OSO.FT 0SCI 0SO." 2ND FLOOR LIVING 0So- 06O.FT 0B.., 060.FT i.1VEWAX - - 1ST FL0OR COVERED OSO.FT OSO.Fi 6]4 SQ.FT 674 SQ.FT j hl (PORCHES, OVERHANGS 2112� O1FH25. 2ND FLOOR COVERED OSOFT OSQ.Fi OSO.FT OSO.FT I4 I AWNINGS,VMDSCREEN OSO.FT OSO.FT 060.FT OSO.Ff .IL ENCLODURE (AT 50%) "TlZ L GARAGE 0SO.FT 0SCI 562 SO.FT 562 SO.FT OUTBUILDING 0SO.FT OSO.FT 0SQ.FT DSO.FT 1 I TOTAL FLOOR AREA PROPOSED DSO.FT 0SQ.FT 5.—SQ.FT 5464 S0FT .. i ' I � FIRST 20.000•.33 5464.E S0" 0So." l{` �_f _1 •' 0VER20.000x.20 TOTAL ALLOWABLE FAA PER MANUAL 5.464.96Q.Ff TOTAL HAROSCAPE AREA 2,54] SOFT REQUIRED LANDSCAPEAREA 6,624 So., (L0TSIZE—) 1 ACTUAL %LANDSCAPE AR EA ],]605O.FT WATER VIEW LANE ------------- I 1 d' H18t NLMPdM I F@!(P WITH Date 9/3/2021 Drawn Checked LR I MK Date I Approval Date Permit - Date Construction - Seal AA000234O ©2011 SITE PLAN - - - - ------ — — — 1/8=l'-0 LE00PATIVE II BEDROOM 3 MASTER BEEDROOM �vsv-v Xr6 a+ 6 0413'-4' X 157 a AREA CALCULATION IST FLOOR A/C 4228 SO. FT. TOTAL A/C 4228 S0. FT. COVERED B4MY • 86 SO. FT. 2 CAR GARAGE I- 562 SO. FT. LOGGIA • 588 SO. FT. TOTAL 5464 SO. FT. SITE AREA 16560 S0. FT. TOTAL FOOTPRINT 5464 SO. FT. TOTAL SITE RATIO 338' DATE 9/6/2021 I Revisions I NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date I Approval - Date I Permit - Date I Construction - Seal AA0002340 U 2011 GROUND FLOOR PLAN 1/4' = r-O' AREA CALCULATION IST FLOOR A/C • 4228 SO, FT. TOTAL A/C 4228 S0. FT. COVERED ENTRY • 86 SO. FT. 2 CAR GARAGE I+ 562 S0. FT. LOGGIA • 5W SO. FT. TOTAL 5464 50. FT. SITE AREA 6560 S(i FT. TOTAL FOOTPRINT 5464 50. FT. TOTAL SITE RATIO 33& DATE 9/7/2021 M NOT FOR CONSTRUCTION Date 9/7/2021 Drawn Checked LR I MK Date Approval - Date Permit - Date Construction - Seal AA0002340 CC) 2011 MAX TOP OF CHIMNEY _ _ _ _ _ t4'OPBOVE 9.FB MAX TOP OF ROOF — _ __ 10-0'AeOr 9.Og l MAX gOVE 9lH TOP OF CHIME, Z4'i74 i lot ®� ,■ N P. MAX TOP O CPI 12 __ 1O-0'FBOYE 9AB � I�1 � l w 12-1 a 12 Q' w -- - - � iuvraovels�e w � .'� 5; O la a�gcrv�glsse �✓ Q Z Lwmaw cep SOUTH ELEVATION I/4' = r-0' MAX TOP OF CHIM�ET (L Y4'-0'AHpVE s.ng MAX TOP OF ROOF /L XTQABOvE S1Pg Meg sag NOT FCR CONSTRUCTION OWN Date 9/3/2021 Drawn Checked LR I MK Date I Approval - _I Date I Permit - _ Date I Construction - Seal: _ AENOE ^ NATION 0-0 AA0002340 © 2011 NORTH ELEVATION 1/4• = Y-0' MAX. OP OF GaIM.ET tI'0490VE SPe J� MAx roP ol= ROOF gzao•aaovE sae - h ffwcE SLAB An - MAX TOP OF CHIMVEY uaaeovE sae zoaaeove MAX TOP 0= ROOP sns �l EAVE HVEE1a: II II'-IO'PBO3A6 Il EAVE HEl n3Aa vi 10-4'PHOVE I�I�I�I�f. � MAX TOP OP CH hTET /L 24'q'PeOVE s<H Q � w MAX TOP OF !L — mvnsovE sne � p W 5 w � w � SAVE 4vL � I� p'-4'PHOVE E� - Q � a a w � O -Ei VATI N EAST SIDE ELEVATION V NOT FOR CONSTRUCTION EAVE FEIG4fT Date 9/3/2021 Drawn) Checked LR I MK nDate I Approval - Date Permit Date-1-Construction - Seat: (�PEREIJCE s�A.e AA0002340 © 2011 WEST SIDE ELEVATION 1/4. = 1'-0' NOTE • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. Z LEGEND NOT PLATTED O A/C — AIR CONDITIONER a — ANCHOR 2 ALUM. — ALUMINUM ® — AT&T BOX CONC. — CONCRETE - — BACKFLOW PREVENTER COVD. — COVERED © — CABLE BOX r r 138.00 F.F.E. — FINISH FLOOR ELEVATION ® — CATCH BASIN N89'14 58"E FND. — FOUND 0 — CLEANOUT F.P.L. — FLORIDA POWER & LIGHT ® — DRAINAGE MANHOLE I.R. — IRON ROD m — ELECTRIC BOX o ci N p00L SETBACK I.R.C. — IRON ROD & CAP — FIRE HYDRANT c� N P.B. — PLAT BOOK — HANDICAP PARKING N _ a IRRIGATION CONTROL VALVE POOL O.R.B. — OFFICIAL RECORDS BOOK u — LIGHT POLE — — — — REAR SETBAgC 22.50' R/W —RIGHT—OF—WAY ® —MAILBOX 19.33' 17.50' 38.00, TIP. — TYPICAL 0 — POWER POLE U.E. — UTILITY EASEMENT ® — SANITARY MANHOLE o v — SIGN 'r' 0 36.00' io — VALVE n n ® —WATER METER � — YARD DRAIN CAULFIELD & WHEELER, INC. PLACE AU SOLEIL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE - SURVEYING ADDITION N 0. 2 - LOT 1 Rnff 7900 GLADES ROAD -SUITE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561) 750 1452 BOUNDARY SURVEY NOTES I. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4, BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF TRACT "A", "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK —_, PAGE _, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING N89'14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATION=13.25(NAVD 1988) 10. SETBACK LINES SHOWN HEREON TAKEN FROM PLANS BY INFINITI ARCHITECTS. DESCRIPTION LOT 1, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. u,n,nng%�aw�M Jeffrey R. - Wagner JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA — LB #3591 PERMIT SKETCH 9 1 2021 DJH REVISIONS i DATE BY DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 1.dwg 9599 SHT.NO. 1 OF 1 SHEETS SCALE 1" = 50' O' 50, 100' 150' LEGEW. = CET4TD?tm PRK = R7dll4NOVT R`fER=At.'£ M�uwENr (4x4• ATE M�wENr srAM4�n Aau tazs3� I.FLESS STATID O71friW7A' P.CP. = FERIbi/�E)VT CL'MRRLY PANT (N4/L AIO A5C S7AAf£D TCP LB 353) I.TLESS STA7ID OTFERl4lI5E PRPBCO. = PUXC TEGUIES OF PALM EEACH CIX.A?Y SECTION 4146/43 = SECTION 4, TOWNS'f 46 SCC/71{ RAAG'E 43 EAST GUE = GEAERAL UTKRY EASEMENT LINE TABLE LINE NUMBER LENGTH BEARING L-1 33.75' N.00°03'46 E. L-2 25.88' N..12 54'17 E. L-3 26.85' N.89°1458E. L-4 2685' S89°1458 W. L-5 25.88' S.12 54'17 W. L-6 103.65' S00°03'46 W. L-7 77.58' N.00°03'46 E. L-8 85.30' N.12°54'17 E. L-9 70.19' N.00°03'46 E. L I N..16°4458 E. / /r / ko zs It F / I SREC ACU EASEA ARE PL A CE A U S OL EIL A DDI TION NOW BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E 114) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (S,E 1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 7715 PISTRUAENr WAS PREPARED BY PALL D. ENCYE YV T7f OFTACE OF OBREN( SUTER & OBREN( AC, 955 NW. 17TH AVE]Jl� SU7E K-1 DELRAY BEAD, F r DM 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00°33'04 2000'. 0.19' C-2 12*5ojr, 109.00, 24.43' C-3 58°0528 20.00' 20.28' C-4 192°31'37 50.00, 168.0r N. 10 38 E. C-5 58°0528 20.00' 20.28' E. 43 C-6 58°05'28 20.00' 228' 60 C-7 39°50'14 50.00' 34.76' S W. C-8 °5805'28 20.00' 20.28' S lW. C-9 12 503 75.00' 16.8r S ' 1W. C-10 59°31 20.00' 20.78' 9E. C-11 299°05'30 53.00, 276.67 C-12 59°33'52 20.00' 20.79' N. 0 8' C- 593129 53.00' 55.06' .59 29 C-14 790'17 53.00' 73.17' S51 12'03 C-15 21°45'05 5300' 20.12' SOO 4622E. C-75 90°23'19 5300' 836F 55 17'50W. SN. 48°19'20 53. 5-17 20S1W. C-18 105°4942 ' 20. NS..5631 01 C-19 71° 83.12' 103.42' S37 36 y�e SET PRK 127.13' 138.00' 158.00, LMTS O� HA T TRACT 'B" O N AREA = 24,97E Sq. FT. O N A LOT 1 O A LOT 2 Q' O N AREA = n560 SO FT. O N AREA = )G560 S0. FT. z z �1 r10' GUE b 71?,4C'T TRACT ';4" B" a N78.4� e �h Z4 TRACT 'C" Uf}�% (� SPECYAL� z N�7't2V O fASEaENTR``6"6O��vrF�A(l� P �I rAJKA 1873� V par 34.ar .9z LMTS O` 57,�� T' TRACT K89.958-L LrUE i1• 7£ NtlT PLATTED 0 UTLITY EASxxflVT DETAIL 'A" (OREi 5M PAGE A24 & r = w OR$ 6327, PAGE 1128) N O T P L A T T E D LOT 3 AREA = Y560 SQ FT. 5.89°1458"W. LMTS GF RAT NO TES. ALL BEARWS 5MWN H 9EON ARE RELA77VE TO THE SOUTH DINE OF 77E NCRTTEAST DUAR7ER %SI 4) OF SEC77OV 4, TOWNSUP 46 SOUT7{ RANGE 4 EAST HIAV n AN ASSUED BEAPM OF N89'M56E NOTICETHS PLAT, AS RECORDED IN ITS GRAR/C FORK IS THE 0FROAL DERCT70N OF TRf SUEO DED LANDS 0.EWMED HERON AND WILL UJ MD CTRCYANS7ANCES EE SEFFLANTED GV AUTHORITY BY ANY OTHER GRAPHC OR D)GTAL FORM OF 77LE PLAT THERE MAY EE ALOTENAL RESTRICTIOAS THAT ARE NOT RECORDED OV 714S PLAT THAT MAY EE FOUND IN 7HE FDIC RECORDS OF PALM EEACH COLNTY, FLORDA. 77E TOWN OF GOLF STREAM IS HEREBY GRANTED THE RGHT CIF" ACCESS FOR ENERGMY AND MAINTENANCE PURPOSES THS 1ASTRUENT WAS PREPARED BY PAIL D. ENGLf, IN THE" OMCE OF OMEN SUTER & OBREN IAC, 955 NW, 17TH AVEACE, SUTE K-; ARRAY BEAGJ FLORDA 33445 (561) 276-4501 PDWAAENT REFERENCE MOVASVTS ARE SOWN ni& O T}ERE SHALL EE NA7 B 5 OR ANY AM Oc COVSTRLC77ON PLACED ON WATER SEWER OR DRAINAGE E459&WTS ND STRLCTE 7 S SHALL BE PLACED W7THN A NC107OVTAL DISTANCE OF D FEET FROM ANY EXLS77NG OR PROPOSED TOWN OF GOLF STREAM A"NTAAED WATER SEWER OR ORAPIAGE FACL17 ES CC„STR.C7KAV OR LANDSCARNG U°OV MANTENANCE OR MAINTENANCE ACCESS F4SD&7VTS MST BE BV CONFORMANCE WITH ALL BULDPIG AND ZO ING CODES AID/OR OQO'NANCES OF Tl E TOWN OF GLLF STREAM T1 ERE SHALL BE ND TREES OR 9-R W PLACED ON U77LITY EAS&ENTS W CH ARE FRONDED FOR WATER AND SEWER USE 97 U-OV DRABVAGE EASEMENTS LANDSCAP6VG ON ANY OTTER UTILITY EA.SEAENTS SHALL BE ALLOWED DAL AFTER COV.S9VT OF ALL U77UTY COAPANES OCCLPYAG SAME 1NSTRtA4WTS C>F RSUIRD AS 5WWN HERECYV ARE RECORDED IN THE RELIC RECORDS O< PALM BEACH CaNTY, FLORDA LOESS STATED OTURM-W.. LOT 4 op LOT 5 � LOT 6 AREA = T 560 SO. FT O � AREA = $560 SQ FT. O � AREA = 17,,375 SO. FT. C-5 � ,i _ _ TRACT "A " BLUEWATER COVE .9322EY N8s^14�6�______�_ _- �� 1'�PCP. AID RAaLU PONT - ----- ----- 8ossrNB9*4'S8t T - C 3 I C- I C-7 L LOT 14 a LOT 13 AREA = 75560 SO. FT. O v AREA = 16,560 SO. FT. 42 6 S0. FT. �_ 9G LMTS OF PLAT ( 92.48' Z38.00' TUTY EAS9,GVT Ll UTLITY 1 6327 PAG 1126) �- -- I LMTS OF PLAT) / C � O o L L, I Ty EAamENT (ORB NCRTlfaY LAE OF FLAT 19 h 564 PAGE 1932 & ORR �U 9" 30 PAGE 64) >'2 � p �569, PALE 61) LAVETdEAUSOLOL- Q NOT PLATTED T BOLYC PAGE 64 ) l PLC C P WAY) LMTS CK FLAT (AOT AaLDED TRACT ';4" rr'"v�o"°''va"`a°"a PLACE AU SOLEIL L O r s 3 �1 L o r 92 ADDITION NO. 1 (O` PLACE AU SOLEIL I PLACE AU SOLOL ONµ (HAT BOOK 17, PAGE 69) (RAT BOCK 27. PAGE 69) (FLAT BOCK JQ PACE 64) ^� 5 00' N89°1458E. W. LEE OF PLACE AU SCLEL (RAT BOCK 27, PACE 59) 09.94'N69^r158'> T R- CT A " - •-L-71 C-11- AIEA=4Ct406 SO FT. _-_-_-___-_=12-1P.CP.& CENTER LK -- -�_-- ----� CL-LE-SAC LOT 12 0lD LOT 11 A/EA = 6;560 SO. FT. O Q AREA = 6,560 50. FT. SET PR.M - 5000' WEST LOT 7 41 C AREA = 25,530 SQ FT. C j C-14 \ S89%456'W. N 148.78' U TRACT 'D" AAA = C 2920 SQ FT C Lp GuE C-17� /A-C-16 LOT 10 SQ LOT 9 LOT 6 AREA = 6,560 SQ. FT. O Aw = 155o2 SO FT. N AREA = 22,456 SO. f7 OF RAT --'-- ---- - 56$ PAGE 1924 & OR.& 6327, PAGE 1128) ° N.89 14 58 E. - _ _ _ _ _ 12' UNITY EASEMENT (ORB 568, PAGE 1924 & ORB C327, PACE Tr261 - 5 - - - -SET _ 12' I!!L?Y EASFFA£/VT (ORB 6327, PAGE 1128) ---- - - - -7% _ _ -� -- --' -� �_ __ P.RM Sam LAE SECWN�AL ,4 OF 5Q00' WEST T T E NOT P L A T T E D N O T P L A D NOT PLATTED 12' UDUTY EASDENT (NOT NaU)ED) \ (ORB. W27, PAGE 1128) - - - - U7ZRY fA.4JlE)JT (0RE 56d PAGE 932 & OR8 56Q PAGE 7)) 2- UTLTY EASETOJT (ORS, 568 PAGE aV & ORB. 56A PACE 60 ?UMYFAYIOlrQiAT ATXYI,P/.fE0) LOT 91 PLACE AU SOLOL LOT 90 PLAEE AU SO'_ER LOT 89 PLACE AU SOLOL LOT 88 PLACE AU SOLOL LOT 87 LOT 86 LOT 85 PLALE AU SCXDL PLAEE AU SOLEIL PLACE AU SOLOL BOOK 27, PAGE 69) (RAT BOCK 27, PACE 69) (RAT BOCK 27 PA( 69) (HAT BOOK 27. PACE 69) (RAT BOOK 27,, PAGE 69) (RAT BOOK 27,, PAGE 69) (FLAT BOCK 27,, PAGE 69) (FLAT 3e co) ADDITIONAL SITE DATA SITE LOCATION GULF STREAM ARCHITECTURAL STYLE BERMUDA LOT COVERAGE 5,46//16.560= 3200% PERVIOUS AREA 8912//6,560SQ.FT=53,82% IMPERVIOUS AREA 1649 /16.E605O.FT=46.18% SETBACKS SETBACKS FRONTSETBACK REAR SETBACK SIDE SETBACK MAXIMUM HT, REQUIRED PROVIDED 30-0' 30'-11" 2U I' 21'-3- 16-V (MIN. 30 %OF LOT WIDTH) 22'-6' EAST / 19'J' WEST 20'TO RIDGE 19'A' TOWN OF GULF STREAM GROSS LOTAREA 18,560 SO FT. 10.380 ACRES EFFECTIVE LOT AREA 16,5W SO FT; 0.380 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING 0 SOFT O SOTT 4,228 SOFT 4,226 SOFT CEILING OVER 16(DOUBLE) (,SOFT OSO.FT 0SO.FT OSO.FT ZING FLOOR LIVING 1,M213.799 =388% 0SO.FT 0SO.FT OSO.FT 0SOFT 1ST FLOOR COVERED (PORCHES, OVERHANGS > 2 12') aSQ.FT OSO"T 8145Q.FT 674 SOFT 2ND FLOOR COVERED 0SO.FT OSO.FT 0SOFT OSQ.FT AWNINGS> T AND SCREEN ENCLOSURE(ATW%) 0SOFT OSQ.FT 0SO.FT 0SO.FT GARAGE 0SO.FT 0SQ.FT 562 SO.FT .2 SOFT OUTBUILDING 0SO.FT 0SO.FT 0SO.FT 0SO.FT FLOOR AREA - PROPOSED OSO.FT 0SO.FT 5,464SQ.FT 6A64 SOFT FIRST 2D,W0 x.33 5,464A SOFT OVER 20.W0 X.20 0 SOFT ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL 5,464.8 SOFT TOTAL HARDSCAPE AREA 2 17 SOFT 3.417 SOFT REQUIRED LANDSCAPEAREA (LOT SIZE x 40%) 6.624SQYT ACTUAL % LANDSCAPE AREA 7,7905O.FT 8,912 SOFT 1A-01 / Lot 1 138.00' I IN�l�il( � ". • • . . :a?E � lic Rivil ELF -CLOSING GATE AND 4 HIGH_ SEW [OR USA MARBLE OCEAN BLUE SANDBLASTED PAVERS, _- I6'#MNI1/4- RUNNING BONDISTAGGERED PATTERN. ENTRY WALK YSOx s2'DECDRAFVE 7'A' CONCRETE PLANTERS BELGARD OCEANSIDE GREY 16'X16'> 3/8'PAVERS STAGGERED! RUNNING BOND PATTERN W/ 4 8' SOLDIER COURSES ER. ON COMPACTED SAND BASE 138,00' ENTRY WALK BELGARD OCEANSIDE GREY W.12K2318' PAVERS STAGGEREDI RUNNING BOND PATTERN ON COMPACTED SAND BASE SCALE: 1 "=8'-O NORTH 1;�� 0 8' 16' 32' PAVERS. PATTERN. — SCALE: 1/8"=1'—O" 4' BELF-CLOSING GATE AND 4' HIGH ALUMINUM FENCE. BRONZE COLOR BELGARD OCEANSIDE GREY 6'x12'a WIF PAVERS STAGGERED) RUNNING BOND PATTERN WI 4'a8" SOLDIER COURSE BORDER. ON COMPACTED SAND BASE nCFT4 ncrn•. LANDSCAPE REQUIREMENTS_ LOT 1 _ SINGLE FAMILY TOWN OF GULFSTREAM, FIL J A. TOTAL LOT AREA 16560 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 7649 SF (46A9% ) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 8912 SF (53.81%) 8 16' 32' D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) 1782 SF ��------------ E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200+SF 38- PP COR, MULTI. — F. NATIVE VEGETATION REQUIRED (Ox.25) 446 SF SCALE: 1 /8"=, —��� 2-JUT,, 6 -TOA, MATCH —� G. NATIVE VEGETATION PROVIDED 45D+SF 12- PIT H. TOTAL TREES EXISTING ON SITE D TREES 1. TOTAL TREES REQUIRED (A/2500-H) 7TREES P J. TOTAL TREES PROVIDED 21 TREES K. TOTAL NATIVE TREES REQUIRED (H+i z .50) 4 TREES 2- CE, 14'OA, L. TOTAL NATIVE TREES PROVIDED 12 TREES BUFFER TREES. PLANT LIST LOT 1-MODEL 1A SINGLE FAMILY CITY OF DELRAY BEACH. FL KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED QV 3 Quercus Virginians/ Live Oak 16'OA, 7 CT, 4-CAL, full (native) CE 6 Conocarpus Erectus/ green Buttonwood 14'CA, 6'CT, 2-CAL, STD, full (native) CES 3 Con—rpus Er Send a/ Silver Buttonwood 14'OA, 6'CT, 2-CAL, STD, full (native) JUT 4 Juniper Tamlosa/ Tomlosa Juniper TCA, full to ground (drought) JAR 4 Elaeocarpm decipens/Japanese Blueberry BOA, match, 4'CT. full (drought) CNM 3 Cocos Nuc. Malayan/Malayan Gm Coconut 14-16'OA, 7.8'WD, 12"CAL, w! curve, full (very dre MP3 3 Veitchia Montgomedana/Mcntgomery Palm 14'OA, TRPL, full (drought) A02 1 Veitchia MerrillilAdonidia Palm 12'OA, DEL, full (drought) AD3 2 Veitchia MeniffiUAdonidia Palm 14'OA, TRPL, full (drought) HIS Caryota Mitis/ Fishtail Palm 16OA, multi, full (drought) ACCENTS PR3 2 Phoenix RoebellenitiPygmy Date Palm 8-100A TRPL, full (drought) EUR 1 Chamaemps Humilis/European Fan Palm 4-60A. 5-trunk, full (native) DI 5 Dioon Edule/ Dioon Fem TOA, fill (drought) COR 8 Cordyline Floridians/ Florida Tit 5'OA, multi, full (non drought) SKY 6 Ilex Cfenata'Sky Pencil'/Sky Pencil Holly 4-5'OA, full (native) JUP 1 Juniperus Chinensis Pom-Pom/Pom-Pom 4-5'OA, multi w/ character, full (drought) LP 6 Rhaphis Excelsa/Lady Palm 45'OA. mull. full (drought) BR 4 Bromeliad Imperialis/Imperial Bromeliad 7GAL, full (drought) CAL 4 Callathea Zebrina/Zebra Callathea 3 GAL, 24"OA, 30"OC. full SAN 6 Sansevieria Trifisrata Zeylanica 3 GAL, 24" OA, 30" OC, full (very drought) SHRUBS& GROUNDCOVERS CL4 145 Clusea Gutt fera/Small Leaf Clusea 4-60A, 30'OC, full (native) PO4 200 Podecarpus 6laktlMaki Yew 7GAL, 340A, 2'OC, full (very drought) PIT 33 Pinosporum Tobira/Green Pittosporum 3 GAL, 24" OA, 24" OC, full (drought) CRO 4 Codiseum Stoplight/Croton Stoplight Yellow 7GAL, 36'OA, full (drought) BEG 24 Begonia Angel Wing While 3 GAL, 24" OA, 24" OC, full (non -drought) HIB 24 Hibiscus Mona Loa/White Hibiscus 3 GAL, 24' OA, 24" OC. full (non -drought) PP 184 Podocarpus Pnnglas/Dwart Podocarpus 3 GAL, 14" OA, 20" OC. full (drought) FGI 212 Ficus Microcarpa Gm Island/ Gm Island Fic 3 GAL, 14" 01 20'OC, full (drought) JM 70 Trachylospenna Jos Minima/Jasmine Minimal GAL, 8" CA, 10" OC, full (drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant plants inGcated per Xeriscape Plant Guide II GENERAL PLANTING NOTES 1. All planting notes to be Fonda #1 grade or better as stated in 'grades and standards for nursery plants" part I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting bads to receive three (3) inches of malelura, recycled bark or other mulch, type "B% or better. (no cypress mulch) 6. All planting areas must be irrigated to provide (100h Coverage & 100%overlap) by an automatic irrigation w/water sensor system installed by certified irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. S. All mechanical equipment must be screened on three sides w/o hedge, solid fence or wall to a height minimum 6" above the Item. 9. All underground utilities should be located 48 hours prior to commencement of landscape Construction. The Landscape and/or Irrigation contractor is responsible to Call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general Contractor is responsible for rough grade within two-thme (23) inches or final grade. 11. In case of discrepancies, the landscape plan takes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 h. separates all trees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibllity within 2.5' and 6' above pavement Ievei. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to City of Delray Beach Standard LD 1.1 & LD 1.2. 17. No plantings shall be planted over exfiltration trenches. 28- FGI 2- COR, VOA, MULTI i 1-PR3, 8'OA, TRPL t 8- FGI — s 4- SAN, IN POTS, BY OWNER 10- PO4 — t 4 40- CL4 I i 1 4- CRO Y ` 7's AD2, 12'OA, DBL i 3- LP, 4-5'OA. MULTI Iy,4 4'SE1-F-CLOSING GATE AND V HIGH I' ALUMINUM FENCE. BRONZE COLOR 32- PO4 � t 1- CES, 14'OA 117", FRI.- 'IWWWWWON41 PRIM 1� 2-JAP, 6-TOA. 6- PO4 42- FGI g 10 LS' 1-CNM, 7-6'WD n W/ CURVE. 10 -0 2-A113, 14'OA, TRPL. 22- PP — ' 4- DII, 3-4'OA, MATCH I. 16- PP 4- BRI — 70- JM 3- MP3, 14-'OA, TRPL r 24- HIB 138.00' 36- PP — 3- COR, 5'OA, MULTI r 2-JUT, 6-TOA, MATCH 38- FGI -WA, �1-PR3, 8'OA, TRPL J S _I� M 2sml ��i'�� �� a i'�T�!i•\ICI. r+�i3i'4► �I2-� 7I ♦ V' w ( _ M®ral, IM -7' V11 'Y.4 rr , SITE LANDSCAPE PLAN SCALE: 1"=8'-O" 65- CL4, BUFFER HEDGE t- 21- PIT 4- CE, 14'OA, BUFFER TREES. 20- PO4 30-CL4 16- PO4 031NG GATE AND 4' HIGH 1 FENCE, BRONZE COLOR I. - ES, 14.OA 28'-0' 3- FIS, 16'OA DRIVEWAY COURT 22' 2" O4 18-W 1-EUR, 5'OA, MULTI 42-FGI ' 3- QV, 16'OA, STREETSCAPE TREE 4 4 O DO NOT CUT LEADER PRUNE DAMAGED OR DEAD ";9000 WOODIMNIEDIATELY PRIOR .J10 00 V() 0� 0 0 TO PLANTINGAS DIRECTED 0 VOID ('(h-i BY THE LANDSCAPE ARCHITECT SEE NOTE (1„+���O�B{/y�7t(/y�+� MOW �7�Q(j-'A DOUBLE STRAND MI2 GAUGE WIRE V WITH- RUBBERHOSE. 3 PER TREE T EEA EQUAL SPACING 8 0 p� �a,, gg00 O U ,p %cp p 7 0 0 0 G° 0 0 0 0 0 OO MULCH 3'DEEP O O O OO W V O O 0 O O 110 0 Q4 y;0 SEE SPECS. 'p gdyO Vg O O 0 SO � ( ) 0 ry 0 � Op 1C- MULCH, 3'DEEP O BACKFILL MIX AS SPECIFIED 3' BASIN FOR WATERING. t FLUORESCENT l4' EXISTNG SOIL RAN ORANGE MARKER 'SET TRUNK FtNR OR TOP ROOT Y-2- S� ABGVE SURROUNDING FINISH GRADE. UNTIE BURLAP 11 FROM BASE OF TRUN WBALL TRIM 113 FROM CROWN. WIRE BASKETS REMOVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2'x2'x2' STAKE. TOP TO BE 2• MIN BELOW FWISH GRADE BACKFILL IMTH PLANTING SOIL. NOTE: SET ROOTBALL ON UNDISTURBED SOIL, DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE 'TREE SLPPORTSTOBEREMOVEDIN61JONTHSFOR WILLVARYACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT TREES AND 12 MONTHS FOR PALMS OVER LAP ONTO SIDE SIDEWALK STRUCTURES. PAVED AREAS, ETC. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL 0 Dn_ D � O�OV �V/y0pj}I�+j�Q/ PROTECT TREE WITH 3'4'0 COL. STRAND N0.12 GALVANIZED IVY") RUBBER HOSE GUY WIRE (MIN. 3 PER TREE) 3-DEEP LAYER OF FLAGGING TAPE 0 APPROVED MULCH PLANT MATERIAL SHALL NOT BE 3•DEEP LAYER OF PRUNED PRIOR TO INSTALLATION . INSTALLED. AFTERPANT ON ON BRACE BACKFILL WITH PLANTING BOIL APPROVED MULCH odpp0 0 SHAVEBEEN BE PRUNED 0 0 FOR UNIFORMITY. g V FOR UNIFORMITY. STAKES I, PER (3 PER TREE) TREE) BACKFILL WITH PLANTING SOIL 0� SURROTRUNK ROOT O'-i'ABOVE � SOIL BERM FOR WATERING BASIN DFLAIR FINISH SURROUNDING FINISH GRADE. GRADE F 1 STAKES TO BE I8' I - _I I����Tr-' SOIL SERAf FOR BELOW PIT IN EXISTING GRANULAR FILL _ GRANULAR FIL - rr 1ATERING BASIN MATERIAL., OR I 1=Ill- $..GRADE EXIISTIRNGGRR ADE EXISTING GRADE 1 UNEXCAVATED 2X ROOTBALL SIZE FOR SUPPORT 'SET TRUNK FLAR OR TOP ROOT W-2- ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 113 FROM BASE OF TRUNK/BALL 'TREE SUPPORTS TO BE REMOVED IN B MONTHS FOR TRIM I.O FROM CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS I— OM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 113 FROM BASE OF TRUNWBALL TRIM In FROM CROWN, WIRE BASKETS REMOVE 112 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 'TREE SUPPORTS TO BE REMOVED IN 6 MONIRS FOR j-_A�� TREES AND 12 MONTHS FOR PALMS / TOE NAIL BRACE TO WOOD I: REDFLAGGING TAPE ON BRACE METAL STRAPS SECURING 4' C WOOD BATTENS IN 5 LA ) MIN LAYERS BURLAP (3 TOTALM DRIPLINE TO EPLAVER OF APPROVED MULCH NO EMRY NO STORAGE BACKFILL WITH PLANTING SOIL NO DRIP LINE BARRICADE OF ORANGE SOIL BERM TO HOLD WATER ENCROACHMENT 'TENSOR' HIGH VISIBILITY MESH Zk2 o' WOOD STAKE 4' HIGH FENCE AT DRIP LINE FENCESUPPORTS SPACED S APART GRANULAR FILL 2'x4'x12' FOOT PAD FOR MATERIAL OR RRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CONDITIONS EXISTING GRADE :ABA THE BARRIER SHALL EXTEND TO THE DRIPLINE, SUCH AS SAND, BURIED -THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE UNEXCAVATED MR SUPPORT -CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FLAIR OR TOP ROOT ABOVE SURROUNDING FINISH GRADE, 0/10� UNTIE BURLAP 113 FROM BASE OF TRUNWBALL 11 vL 110+s_ TRIM I.9FROM CROWN ,WIREBASKETSREMOVE V OF LPLETELYL SYNTHETIC BURLAP] REHIOVED COM �� coo��o0`i]OQ`T'()T�lYT�{V/•TYV1(L77R-_j1Vsn1/yprBE PROTECT TREE WIT- DBL. STRAND N0.12 GALVANIZED RUBBER HOSE GUY WIRE MIN.3 PER TREE p. 3-DEEPLAYEROF 0 RED FLAGGING TAP 0 APPROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL aWA I-9a16 ®Wes SOIL BERM FOR WATERING BASIN 2'x4'XB'-0- STAKE STAKESTO BE 18. GRANULAR FILL BELOW PR IN EXISTING MATERIAL OR u85 �VC�S �) ry FAW6 E C) SUBGRADE EXISTING GRADE NOTES: UNEXCAVATED O 9" BALL 9• MR SUPPORT 1. ALL ROOT elhRAs 91ALL BE 4' IomRAt TRW ALL CITY FAOURS. NOTES lEa NTH Ott Aam BE 1C IOYY rRsl aLL m1Y rAl9RE5 g, 'PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR of to 9°TED Woo-° W BAOOLIIG ML ROOT OANEIeS 9Ull- FXIEiD a Np a lyb AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS y MOT III vIH1 �. aLID� PRaG1G s wakoE AT THE BOTTOMMEPTH PER CITY REQUIREMENTS � rrTLOOTM50tvY110M5'. RD®L IATRs SHNL BE ls' PH615 0RR NSWUgaIS�'g"mNxXdmR�RWg M mM SMALL TREE (2' cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LID 1.2 GENERAL NOTES: 1. PLAN A : II Ian h To -la, L AP tmateaa of Fun Flmi]aglorneder ostablianad by •cmdaa end stamams for Nursery Plants' of the stale a Fbdda, Depadnent of AgnculWre. 2 All trees, shrubs and 9mu1dcovem shall ho of In. sims as specifed in into Plant Lid, 3. 0...teias listed on the the Plant Uat are fat adimaling purposes. Contractor shall verifyall ant It- Mulch topsail, Wobb,ar aW mall be mItudad in the unit cost of Ns lanes. W P p 4. Where th-Isad ,PAncy either in quantifies, plant rv,mes, aloes arspecfikabans W..n Ne plan P,pint lid, the plan takes pieced.-.. 5. All plantlng bads am water Dash, W, be9a shall be covered it, In 3' minimum daplh ci snredded.0 ,,du, Dr OMnr.manic mulch gmd9'B'or better. 6. The Planting Plan shall In. installed in cwnpl000W mn, all axSDng City mtl.s and aPulkabl. dam restrldon. T. SOD: All amaa rot used for build.W1, veNcular use areas, walks or N.nbW bees anal be gassed. Grazsing aM1all extmtl b any abuging street pavement etlge am m b,a mean wakdine of luny abulEng canal, Wka or waterway. Sad to be gnWW -woad free. Pll mess marked iawn'snall be S:. Augustine Tlamlam'soi0 sod Tha Dry ReWnrOaarea shall antiW ba.W Grass' /'PesDalum Notatum'. All sotl snail ba set level igM and e'+en along Lag bode, tandsmps mmrecbr is respemibla for pmvdirg ihairown square (Dotage WkmtW and Said vedfim:bn m proviCe 100%sad mvemga of all areas specified 8. PLANTING SOIL- All Trees end sMUDs Wal be aan[ed with a minirlum.112' mpmll around eMbereeNlnarooPran Minimumtoshall be 6'forgml.mmvarareas, 4'(or seedm grass areas am 2' farsOCom ....... s. 9. Planting soil to be a we.tl-fmo n hod, of 50 %sand, 40 %mrck, antl 10 %Canadian peat. Alt pent naladal m mmiY aanmg aal as par aetaila. planting sop badN' br all ommme P I n it h l kill -ibilwith BoO, .11 INN, of end dobds. Bo alnMlleas 1 ssh Ile a kill a�'m five %gam at Ina of aanhm. n 10 Conobaboris responsibl, W,dbtef .W all utility kxabons anon -fin fadlNesm as to Wl mMb1. All damage m exbgng u[if.lies m irtpmvemanb caused by ConTador slat be noPaired at no addir nil msl to the Owner. 11 Cmtlacbr to nobty •ST" at 1-80C-83B4097 (48) hours Iona, m digging for .nd.,Wund luny lorelioaa. 12 Caniracbr snail Do responsible for providing fill gratling of all assocWtm aanDrg areas. 13. AM, final gratle, area W ba raked m 6' dapal antl ag rock and foreign inorganic materials mmoved and disposed at p,npady of olta, 14. All planting hales W ba hand dug .xma wham machine dug holes will rot adversely aged o, damage ufililias or impmvenrenW Ise. not. B). 15. No plunging of amf boa or palm vnil he accepted. A I plants W be planted w/ bunk flair orlon. ool la % b_!:, graee(In, City regviremeas). 16 COnbaclor shall smke 8 guy all Imes antl palms ai ime of aaMing as per Ile oppropd.Wdotail, Cm bc"`a respmsibW for 1.main:marco am/a repel .1.0 stakin, end guying d.1W warranty pence. tT. AI parking islands treasuring leas Uan 11 Ill (isG W irg mrbs) due m taming retli ragviremenb shell nave root Darclers instill egninsl the full permeterMUelsland. All Ilmercck anal) bo excavated from Isantls fo a tlepth or2-t/2 but and hoallled wlln the specified planting mix. 18 Ferllizer br Brass ales snail ha NPK 16-4-8 ®12 S 1-10.0 af. or.51bsr , Nitrogen 50 %slow noWWe form& trolls., m inautla secondary minon.in-to, 19 SUBSTITUTIONS AND CHANGES- At su-nobons endchanges ahall ba approvad! mw W pea, to, inMellait,.. Any discrepandas between plans, sit and spaclfrmon-shall ba brought to the km-W. edandan of the Architect,tha-nortom The Town of Gul nP. 20. WATERING: N Dlanl malttial shall ire wateretl in al time of planDng In acmmance wi1M1 dandard W,Wk, practices. In atlduloa, Contracmr veil PW1,W--mg of pi-maanal unto oubatnttl mm WWk, and as nmdad Uaraager for a Dariod of 2 months. 21. EXISTING MATERIAL: AI Wtot g maWk.I snail be brought b arrant cty cads sWm.rds. all exislbg h1dgaz must W mnb.... as required. 22 DRAINAGE EASEMENT:Willie. approval must be.holm from local -tar on. g Il dsbld Pmr to Dlanong ndlo, th. dmireg. aaaemrnt 23. All new plant lethal ..It ba guarantead for 1 year ban throe off at acceptance Pf Iona- Anyplardmaledalnotineheallhyg,oMMmndidonwillbereptacedbyma Qaaookon at tat -tonal mst tolhe Owaerwnhin1 be a tian.FOrall malt a anal thawenan 11 and oche tandadanal tl which i46 des ha ntl reaam Plant ypa n ro the original warranty Farim. Warranty is null and void ran plant mamdal which is damaged or dies as a result ol'acts of Gad' Ilmhed to hail, freeze, i5htaang, aulomt han damage, and wams oxce.tl dmph esdafin than Dy the pt, b,b 1b,e Center. adbi IMal'.eonoram blown over, caused by winds lass than TS mph win be ro-sel and bramtl by the Cvnlrecmr of no atltllliaml test m IM1e Owner. 24. Type'D• curving end wheal stops seal be p.w .d in the V.U.A. Rafar b paving and drainage detail shell fa detail of tytK, M' curb end wheel stop. 25. The mamsful bMder Snell Wmbh to the Owmr a unit pim breakdown la a® melenels. The Owns, may, at tt disuetion, add 11 d1WW I— the laterals utihairy Iha unit prim oreakdcwn subMlmd. 26. No plant mat ... 1 veil be accepted ahbw!ng evitlerca of No Wain marks, equipment -la, or oUer+nsa tlamagm. 27. Plant nWW1Wl will not be amepled when the boll of aaHh sunour d W to mats has been 'unclad. broken aolM1envsa damaged. 28. R.d-pmne all bees a minimum a/ (8) wee IN, pnm to, planing. 29. T,m gmtm shall be positioned b notm the miner of tr 11 an] have uniform 1FadW mnd outst]e edges of mslirgs. Instep gmlas where indicated on plans flush and leveled vbm sounding Pavement mdam. Instal sleet aWW frame, in canna a flush and Wvasd wilt surmun 1W Paving 11n6ce, maintain gush and l.vded at ag limes. 30. All bouitamped areas will be MgaWd by an undergreun0, aummagc, mst-frm imgabon system Pmvkt-.W 1. %msarega and 1W %spray okal.p. rrlesystem shall be maintanod in good working order and design. m min mite water on tr,IWMms aervkes and rot m mpmy wakways. Amin senses device sha'I. irelallm to -rid. the nWabon ryd. of Ina s%sWm wnan adequate mlnfa l has _sad. 31.Hadg. material shall be plaalm equal Io tha haght of all dumpsWn, boubhP tom, KoPol aqulpmerd am other glum beedamng uUlil'/equipment or enclosures. 32. All plats material planted wflhi. tha sight di— bWWW areas asap plan) shall pr-K a urwGstmcla ! g ,olholly at a hmmntl laws baN.ean 30 maim old 8 Watebove adjacent :boat greda. 3J. Nc mnopy trees shall ba ptntetl within 15 feel of a igM pole. No pabn spaces shall ba Ptamad with:, 6 feet of a light Pala, 34. Ground -at plantings .It Provide not lass Ban TS permnl arisenu irnmedataly upon PWnUW and too percent mveraga w m 3mmtft :Ron planting. 35, Tree prolmlbn banloa,d.. shall be pmvltlad.-a a ,tJ g bees lhm may be Impeded by hW propmad consbmtbn. Pnorto any-ain.aon a tree pPbWM.n bammda Inspact!m shall bat mndu K! by Ina landscape ..... but. owner or gorernng munio:Polity. Rorer to lentlsmpa deli taw Veto preservabm Ca�nmde fendng. 36. Tree removagrelomtion p.TmiW must ba obtained far existing Ireas to be remored or relomtm 3T. In all pedaatden areas, all U.., and pal... hall be mamtalned m allow W, clear passage at an a fmt [mar bunk.. 36, euantieas mown on the place list W k. premd.am war any dsuepanciea between the Plans and plant rat 39. Proposed banns shell not exceed a 3:1 slope. 40. All pla are to ba top -babel with aminimum 3•layerof MZWlaum mulch Eucalyptus mutt nr equal. Alulch 18• bayam PI-INs. "All Landsmpa arms era to be pmvidod W th aumrretic sprinkler system which w!II provide 100%mverege and 100%w.rtp. Allim don firings and head connections will ba Pumla ape, San 40 PVC 42. h In 1even.1m are to receive a 24' diameter mulchad saucer al on. base of Ina Vonk. 43. Rain sere., Is r tot and shall be no over spray m any walkway. or sidewaks. 44. COnba[mr must o ,,, laadsmpe,irrigation am Ire: r,rt 1parmM 45. Trees anal ba pWrWd14from all .n Mnoam utt!Iq lures. Written appmvm will ha obtained from all utility mmpartim la me pmmsed Ireas m the Wndsmpa easemm^s prb, to buildrg paring am aplx I from fire To+m of Gulfsirmm. 46, Lando opmg W be door 7'-6• of hoot am deos and 4' bolting all fro hydrants, tyo. sunsnlne sime ONE CALL of florlda 8" Know what's below. 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ALL RIOT LOOATItTb WITH ALL mA0E5 60 rVNi NO MHS6BiFb OCO.R. i(� �� Pe..^ WAR CCroIRON6 AS fdalmm, Fxa c CQ>N EMi OF AFFROLm T1FE Ai ALL Ara wT 9DPLY ArD rETIRry COOT CaPEOTpa ANa AT ALL TAN aaa t7pN6(AT nE rowIXLK r I�cr wAsre TRAP. I ce AFPROvm 6i rlE ftatnHt ANDrOR Owrm 6EPO:E N6TALLATKN tAN 16Y r`Ra'd T LIBRR %AR�B AlNBS OAa Hm -- NT4� atT Cfa6�tAgrar6 LOCATKw aF ALL EQI6n•31T AfD R1aT WmK Ara CCNRAOTm gull ce REd+OrGiaE Po4 NSTAOw A,a A ce SIB® TOM W1 AA fBAT vE HaW TY LLSL W LE591HAV 5M ro MNMa T1e POrHJrIK PW NID'h'HEP ro�caa anaPEr TRAww�� s eJo�a aw�NG rim wu wra rs ro Be caa<ow,r®Oro uTwv®Br awrer mlm To Fs7Aunnarl °ra o:uNs srAil��rrelL"' N'ae aMeslorea'o FI�As �COOovAsss9ccTIW w� �O Q �xC) w Qua I—E > �I ^7 U � n Do 7 M ram] C O O 0 m w I— LD = IDOf Q N Z za 3 a Y R p O C EO N N O m o COMPANY: WORTANCE FACTOR, 10 ALL LOAM EA,'ED ON ZONE PLOW RO0CFWGTT,27 MAX RISK CATEGORY. II _ EMAIL- INTEEMAL FRESSIPEW9FICBVr.!-J8ENCLOSO COMPANY: =CLLOWNG DRIFT ram ate O+ATRO- A PSE PHOW 0 Pg LE) FIM DEAD LOAD N C&O.1 AING NET LRFT P959fM EMAIL: DVOSRE CN OCOLPANCr CLASSIFICATION! -R3/ TYPE V OOWRdS:TIOY _... ABBREVIATIONS SHEET INDEX D.6 ACQ$TICAL HC I-OLOWCOE RM ROOM L._ ADasTAaE IDVD. HARDWOOD R.Q WJ24CveaNG SHT .DESCRIPTION DATE ALLM" "WE KARDWAVE RIND. REDWOOD AO TITLE STET IG ELRDING aOCX HT. LBGTr R.WL RAN WATER LEADER AO -A LOCATION MAP r.... BOTTOM HOP.. HORIZONTAL IA INSIOE DIAMETER SQ ^�... SCUD COTE GaJDJ Al QI SITE PLAN CABINET '... CLEAR - W-4M NSLL. INHIATION W. Sim SEET SIMILAR Al SST ROOK PLAN _ Ceuw - Nr wrERIDR SO. SOUARE A3 - W FLOOR PLAN C CONCRETE LAM LAMINATE ssr. sraNEss STEEL� A4 ROOF PLAN N CCNECIKN R. CcNrNucI . LAVLAVATORY LOC. LOCATKN STD. STL STANDARD STIR A5 ELEVATIONS (NCRTH AND SOUTH) [ K CQNIBRSPK .... DECORATIVE MAX MAXIMEM NE01 ME04A^KAL Srca SRALC. STORAGE ST{d,GMAI- A6 ELEVATIONS ( EAST WEST d - t L _. cETAa MET.. METAL STEP. ... SLITEDED [ DQKUS RR Mv.. MARFACTILUEt TA TCP OF Q78 DIAMETER MN MINIMUM TEL TafRCINe L _ DO"N MSC. VISCH1NEQb TEG TON:GLE NO GROOVE C DOWN 3'OlR :.. DRAWING MO MASONRY OPENING MrU, MOM!® TIK TAM , THIIX TOP OF CHMEY EA.CR M.I. MEIN TAFR. TOP OF FRAMING - EEVATKN NEC. NOT IN CONTRACT TAL TCPOFIPXBR ELECTRICAL NO NABS! TAR. MP OF RATE E01141L NTS NOT TO SCALE TYR TYPICAL 5101,67 - OA OYEVALL UNQ LN65 NAM® OTHRWEE EM•ANSTW OBS CBSCLRE VEST. VMBJE EXTMICR - OC ON CETIER W/ WITH r. B(ITNG on QTTSEE DIAMETER W/O WTkw FiN94FLOOR ORM& 01 WA WATER CLOSET FLAS" d'P. OPPOSITE WO WOOD R. flAXRESCENT FL RATE WA WATER WATER P=A, EET RAS, RASTER WT. MIGHT FOOTING; APR. PAR E ADD GALIGE PRAT. FRECAST - ANGLE GALVAMZED P.TDF. PREEISL E TREATED • AT MADE PIN PARTITION M PARTITI N Q �ERpN GRADE 6YP4. M... ROD. RADM n POLN3 CLI NAM TITLE TITLE SHEET - ua• = ram, ,ACSE I� RED. IRS VOT FOR CONSTRUCTION ate 9/3/2021 rawnj Checked LR I MK ate I Approval _ ate I Permit ate I Construction eat: AA0002340 © 2011 .. 4 SITE NOTES SEE ATTACHED SURVEY FOR LEGAL DESCRIPTION VERIFY PROPETY LIPS DIMENSIONS WITH SURVEY • SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HARDSCAPE, DRAINAGE, POOL CONSTRUCTION AND DESIGN AND ANY OTHER SITE ', O SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGINEER OD M 0 o V O m w H cc) U d of Q to � Z za 3 a ii o 0 C 7 O N s O M 0 <D Revisions NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date Approval _ Date Permit _ Date Construction _ Seal: 2011 ._ LOCATION MAP WATERVIEW LANE SITE PLAN 1/8 =1'-0 � W w wcon ow o� _Q OU a p W Z W a 0 Q O U O U � � p r w v M M J C [J m 0 CZ' Q � U U � m w H 00cr = U Q � N � Z Z Q T 3 v � o 0 c 7 p rn � v 0 m` o Revisions CT FOR CONSTRUCTION ate 9/3/2021 rawnI Checked LR I MK ate Approval ate I Permit _ ate Construction - AREA CALCULATION IST FLOOR A/C * 3402 Sa Fr. M FLOOR A/C 624 Sa FT. TOTAL A/C 4226 SO. FT. COVE ENW 50 SO. FT. 2 CAR GARAGE • 570 SO. FT. LOGGIA . 612 S0. FT. TOTAL 5457 SO. FT, SITE Al2EA 16560 SO. FT. TOTAL FOOTPRINT 4634 SO. FT. TOTAL SITE RATIO Y81 DATE 9/3/2021 NOT FOR CONSTRUCTION Date 9/3/2021 Drawn) Checked LR I MK Date I Approval _ Date I Permit - Date Construction - Seal AA0002340 © 2011 GROUND FLOOR PLAN I/4. =,-u WIM ►0 W Q O 00 M M J C O 1� 2 Of O m �? o = m tz O _ O d K Q to ~ Z Z Q T a Y O C J O N N O M O O ID NOT1 CQ CONST W ION Data 9/3/2021 Drawn I Checked LR I MK Date Approval - Date Permit _ Date Construction - Seal. AA0002340 ©2011 2ND FLOOR PLAN u4• = r-O P. OD M M J C m 0 [if Q � V O 0 m w r m = m of Q z z 3 a a o 0 C 0 O N N N O m O O NOT FOR CONSTRUCTION Date 9/3/2021 Drawn] Checked LR I MK Date I Approval _ Date I Permit - Da[e Construction - Seal — — —_-- AA0002340 Q 2011 ROOF PLAN 1/4' = I'-0' A TOP OF my � se-0 I/lAB04E sae - FAU%04M� EAVE IOfr X76'ABOOE 3AB I� � Ft.oaz Iz-0-AeOOE sAe EAVE I-EIC3lr � 10-a IrraaovE sae • �® IM -�I II- • -_ RELFEAOA SOUTH ELEVATION -- - - MAX. TOP OF ROOF ELB.BYi 35-0'ABO�E 9.AB - - 77 - T P iF R OF 30' AABM B-AB TOP CF CHIAME7 1B'-0 I?ABOVE 9"AB TOP OF ROOF /L NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date Approval _ Date Permit - Date Construction Seal AA—...©2011 NORTH ELEVATION i0 EAVE FEIGI{T _ _ 2(77fi'PaDVE 3l9 �an r3ooR izaneovE saa A eAVE ia-rr 10'd'ABD4E Sa8 TOP CF C 1—T J EAVE EisuT id-6'PBOVE SAa � a D rtooR izv'aeoeE sae MAX TOP OF ROOF B.BJEbIT Ak aso'nsme sae c� W MAX T R �o saa TOP OF ROOF /� 7Q F-� 26 6uzaaDw<sae H � I EAVE FEIE�Ftr %T$CaDOE Sl9 0.4 12 0-4 iz Z L �3 -D-0 iz-aeao� sea O EAVE � ID'd'ABDIE SAB > 0 W U __ II�I��I�I EAST SIDE ELEVATION 1/4' - I'-0' MAX TOP OF OOP .L aD�,�a� saa TOP OF ROOF /L %'3'OaDVE Sae Revisions FAVE 4E1 /` ma inaeov>= sne P. r4 O w U ('•, " ' r zaD Pi rL RaraovE sae EAVE E NOT FOR CONSTRUCTION D iod uznaoVE saa Date 9/3/2021 Drawn] Checked LR I MK Date Approval - Date Permit - Date Construction - Seal: AA0002340 WEST SIDE ELEVATION 1/4' =1'-0' NOTE: . IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. z , / /1 /' / / �1 LEGEND zll A � NOT P�IATfED, / i A/C —AIR CONDITIONER a — ANCHOR z / ALUM. /�. — ALUMINUM ® — AT&T BOX % CONC. — CONCRETE " — BACKFLOW PREVENTER / i — COVERED In — CABLE BOX "/ �� / �� F.F.E. 138"UU• — FINISH FLOOR ELEVATION ® —CATCH BASIN N894/458'` ,. / ' F P.L. / — FLORIDAOVD. POWER &UGHT — DRAINAGE MANHOLE a o . / I.R. — IRON ROD m — ELECTRIC BOX POOL TgAf K I.R.C. — IRON ROD & CAP -CIr — FIRE HYDRANT / BOOK HANDICAP PARKING ;' % a / i PG. — PAGE ® — IRRIGATION GATION CONTROL VALVE N POOL /J O.R.B. — OFFICIAL RECORDS BOOK n — LIGHT POLE R SETBACK, ,/ RAW — RIGHT—OF—WAY ® — MAILBOX 5.17' TYP. — TYPICAL !Y — POWER POLE 17 i U.E. — UTILITY EASEMENT © — SANITARY MANHOLE l -� — SIGN 36.33' / oa — VALVE ® —WATER METER — YARD DRAIN NOTES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF TRACT "A", "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK __, PAGE _, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING N89'14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CUENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (SAHADED) & "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATION=13.25 (NAVD 1988) 10. SETBACK UNES SHOWN HEREON TAKEN FROM PLANS BY INFINITI ARCHITECTS. DESCRIPTION LOT 2, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE —_, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. CAULFIELD & WHEELER, INC. PLACE AU SOLEIL CIVIL ENGINEERING LANDSCAPE ARCHITECTURE — SURVEYING ADDITION N 0. 2 - LOT 2 7900 GLADES ROAD —SUITE 100 BOCA RATON, FLORIDA 33434 A-clzfPHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY PERMIT SKETCH 9 2 202 DJH REVISIONS DATE BY Jeffrey R. Wagner JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA — LB #3591 DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 2.dwg 9599 SHT.NO. 1 OF 1 SHEET$ SCALE: 1" = 50' 0' 50' 100' 150' LEGFTD' £ = CE7v1mm PRM = PERNAAMT RETERSVLE A+0V A£NT (4x4' CQV9 ETE (KEAANf,g STEDTAAPED AaM LB--JI 35 STAO77ERWISE = FE7d4AAOJT fXXJ/RCK POWT (NNE AM Q'9C STA_ pQ' IB 3Si� L ALESS sTATm CT}fRW SE PRPSCO. - Pta-C RECORDS OF PALM LEACH C004TY SEC7XYJ 4Z 43 = SECT7ON 4, TQWA9/P 46 SOUR{ RAAAX 43 LAST GUE = GOERAL UTE/TY E45 MNT LINE TABLE LINE NUMBER LENGTH BEARING L-1 33.75' N.00°03'46 E. L-2 25.88' N.12°54'17 E. L-3 26.85' N.89°1458 E. L-4 26.85' S89°1458 W. L-5 25.88' S.12 54'17 W. L-6 103.65' S.00°0346 W. L-7 11' N.00°0346 E. L-8 85.30' K. 54'17 E. L-9 1 70.19' 1 N.00 0346 E. L-10 1 0.67' 1 N.16 44 ,R E I PL A CE A U S OL EIL A DDI TION NO. BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.114) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 77-IS ASTFLAdENT WAS PREPARED BY PALL D. FNDIE, BJ 71f O`'FlOE g ERDV SUTER & O�REA{ 955 NW. 17TH ^VAE" SU7E K-i 0.2RAY BEACI{ FLORDA 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00°33'04 20.00' DF C-2 125031 109.00' 24.43' C-3 58°05'28 20.00' 20.28' C-4 192 31'37 50.00' 168.01' 1 C-5 58°05'28 20,00' 20.28' 1 C-6 58°0528 20.00' 20.28' 0 2 C-7 50.00' 34.76' 1 W. C-8 8 20.00' 20.28' 1 C-9 7500' 16.81' C-10 20.00' 20.78' 9 09 . C-11 0299*05'30- '30 53.00' 276.67'C-12 2 20.00' 20.79'C-13 53.00' 55.06' N.-14 53.00' 73.17' S51 12'03 E.C-15 53.00, 2012' S00 46'22 E. -16 TO23'19 53.00' 83.61' S.55 17'50 W. C-17 48°1920 53.00' 44.70' N.55 2051 W. C-18 1 105 49'42 20.00, 36.94' I N. 37'40 E. C-19 1 7111 83.12' 103.42' 1 S.37 3622 E. SET PRM 12Z 0 ? TRACT 'B" AREA = 24,973 Sa IT y C 3 25' S4A/ / I yFR.er PVT ACCESS l AREA TRACT 13� l SZ3�o2� � b TRACT TRACT 'A" B" 3 ly f25 MY. E�Ar yy TRACT 'C" ti y� e j,AspEcAL� z ?-W N O .ACCESS N' EAT EA R J� 5 L4N75 0 L ' PLAT 722' J4.W-s z LMTS TRACT A189OHMNE GUE S764LL6' b2 <�b ACT PLACID ff U7]UTY EASEA£ATT DETAIL 'A " (o� 5 i A- 19244 & SCALE. f = 50' N 0 T P L A T T E D e S.89°1458"W. NO TES. ALL BEARMGS SIDWN IERECAV ARE RELATIVE To TIE SOUTH LINE OF TI-E AKART7fAST IX/AR7ER NE7/4) OF SEC77ON 4, TOWA9-/P 46 SOU7N RANGE 4 FAST HAVAG AN ASSAEO BEARW OF N89%458'E NOTICE' THS PLAT, AS RECORDED IN ITS Gk4PHC FORE( IS 77-E OFFICJAL DERCTION OF 77E StMAED LAADS LESCRBED 1170N AAD WILL IN AV pRCYWMACES BE SL.PPLANTED IN AUT7VffTY BY ANY OT7-ER GRAPHC OR DIGITAL FORM OF 77-E PLAT T7-ERE MAY BE ADDITMAL RESMIC779S THAT ARE NOT RECORDED ON THS PLAT THAT MAY BE FOUND IN TIE PLEIUC RECORDS OF PALM BL:ACH COUNTY, FLORDA. TFE TOWN OF G LLF STREAM IS I&REBY GRANTED T AE RGTMT Or ACCESS FOR DvERGD CY AAD MWNTDVACE PLRPo5IS THS IALSTRLAI€NT WAS PREPARED BY PAU D. ENGLE, IN 77-E OFFICE OF OH2'EK SUM? & OBREN INC 955 NW. 17TH AVEALE, SUTE K-1 M-RAY BEACI( FLORDA 33445 (561) 276-4501 POWAAENT REFERU E MO\LHENTS ARE STVWN ThM- O T7 SHALL BE MO BMMUS O4 ANY IUD OF CCAGRWT70N PLACID DIV WATER SEWER OR DRAINAGE EASEMENTS MG STRUCTURES SHALL BE PLACID WITTIN A HORZOJTAL DISTANCE CAS 10 FEET FROM ANY DZ77AG OR PROPOSED TOWN OF GLLF STREAM M4IN7APED WATER, SEWER OR DRUVAGE FACEIDES COATS RLC77ON OR LAADSCARNG L.POV MAN7DMAXE OR MAINTENANCE ACCESS EASEMENTS MUST BE IN CONFORMAACE WITH ALL BULLM AAD ZOW C CODES AND/O4 ORD/NANCES OF 77E TOWN OF GbLF STREAM PEKE SHALL BE MO TREES OR SFR W PLACED ON UTILITY EASEMENTS WNCH ARE FRONDED FOR WATER AND SEWER USE OR LPOW MANAGE F45DWWTS LAADSCAPING ON ANY 077-ER UTILITY EASEMENTS SHALL BE ALLOWED DAL AFTER CONSENT OF ALL UTILITY CO4PANES OCCOPYAG SANE. INSTRUIkMS CE RECORD AS -';'OWN PO EON ARE RECOFDED IN 77-E" PI.BIJC RECORDS OF PALM aSAC H C(NAITY, FLORDA LIDLESS STATED OTIERW5E: SET PRM - 5aW WEST L ----- LLMT3 OF FAT Lm;-C FLAT pQ �~ � LOT 1 oA LOT 2 os LOT 8 2 LOT 4 of �,� LOT 5 os 14WO SQ FT. O LOT 6 roo LOT 7 e AIE4 = 17,375 Sa FT. 2' AREA = 2�530 SQ Ff. AREA = 1;560 SO. FT. N AREA = AC560 Sa FT. N a AREA = 14-%0 Sa FT O AREA = Vwo S0. FT. AWi 4 = Nz ^z ^z C-13 / \ Z z c-14 rAy GUE C-10 C-11 148.78' BLUEWATER COVE 80994 NET9^wse� T R A C _T A _-_-_-_ 0 TRACT "D" AREA A 29Sa FT -12 P.CP.& 809.91'NET9w4sat �� --- CEL-LE-OF / / 144.55' S89"14Saw. T ---- ----- ---- -- - -- -Lo'GUE �_ - C- C-7 i C -16 AREA = ,R426 SO. FT. LOT 14 NEA = n560 50. FT. L MTS OF PLAT 138.00, - T2'!/TUTYLASEA£fJ7 / 'E� LAITS OF FLAT /C' 3 N L TY EASt7l£MT (ORS (�0 A,IORTH9W Y L#E CE PLAT �J9 ti �5A6$ PAGE 1932 & dR5 BOOK 3R PACE 154) Oe} 169, PACE 61) l AVEM,E AU SOLOL Oo N O T P L A T T E D L--3,�a-{-- (��W OF WAY Yam) LAMS fY PLAT (NOT INCLUDED) TRACT 'i4" rzu`unE`g'u'°uTea"z'PAc .01 PLACE AU SOLEIL L O T 9 3 L o T s 2 PLACE . �' ACE AU SOLEIL I (PLACE AU SOLEIL NO1 ON (PAT BGYA'C 27, PAGE 69) (PAT BOOK 27. PACE 69) (PLAT BOCK 3Q PACE 164) � K 5.00' v N89°1458"E. vi W. UE OF PLACE AU SOLEL (PAT BOOK 27,, PACE 69) LOT 19 ost LOT 12 AREA = 16,560 SO. FT. N o AREA = r,,560 SO FT. z 138.00, 138.00, 5A5$ PAGE 1924 & ORS W27, PAGE 1128) f7 UILTTY T (ORS EASL7.EN%32 ,, PAGE �_--- NOT PLATTED UILITY FASEAfNT (aR5 5Va PAGE &M & ORS 5E4 PALE 61) LOT 91 LOT 90 PLACE AU SOLEIL PLACE' AU S(7LOL (PAT BOOK 27, PALE 69) (PLAT BXK 27,, PACE 69) LOT 11 oQ LOT 10 0o LOT 9 LOT 8 AFEA = A5560 SO. fT. O AREA = 15560 SO. F7. O `.? ATR<A = A%502 SQ FT. N AA'.EA = 22456 SO. FT. NOT PLATTED (NOT WELL D) 17 UILBY FA47lfNT (ORS SAS$ PAGE 1 LOT 88 LOT 87 PLACE AU SCXE2 PLACE AU SOLDL (PLAT Bow 27, PAGE 69) (PAT BOOK 27,, PACE 69) LUTS C F PLAT 12' UTU r EASBL£TJT (ORS 575E PAGE L924 & ORS 16327, PACE 1128) _ SOUTH LAE CE NE14 OF-----SETPRM _ SECWN 4146143 MOO' WEST NOT PLATTED \ 12' UTVTY EASaV IT \ (ORS b327 PAGE 1728) 7 & aRT5Zi PALE 6n --- Q'UlNYG41Of!6tAT8 27. PAF£®) LOT 86 LOT 85 PLACE AU SOLEIL PLACE AU SOLEIL (PLAT POOY 27, PACE 69) (PAT O" 27, PALE 69) 3 ae ADDITIONAL SITE DATA 1 3'.18'STEP STONES W/5- SYN LAWN SCORING. LIMESTONE FINISH. FINAL MEASURE REQUIRED PRIOR TO FORMING. a-0' �® 6'-6' ®SEATIN m CIDfl'9AA� 1111 rrrtlTYl`�� ��� 3- \ LAM -• 0 LtlETi B-01 IN INITY `j 4 POOL PATIO r I .. /Lot '138.00' 36' ' POOL F- LOBJA TREAT Raau 4 1< 2 io R LS SITE LOCATION GULF STREAM ARCHITECTURAL STYLE COLONIAL WEST INDIES LOTCOVERAGE 5,457 115.550=32.95% PERVIOUS AREA 8,368/ 16.660$0.FT=50.53% IMPERVIOUS AREA 8,192 i 16.%0 SQ.FT=49.4T% SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30'-0' REAR SETBACK SIDE SETBACK 15'4)-(MIN. 30%OF LOT WIDTH) 37-S EAST /16-2'WEST SIDE2ND FLOORSETBACK AODITIONALREQUIRED MAXIMUM HT. 30'TO RIDGE 21'-6.5' TOWN OF GULF STREAM GROSS LOT AREA 16.560 SOFT./D.3B0 ACRES EFFECTIVE LOT AREA 16.560 SQ.FT./D.380ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LNING 0SO.FT 0SOFT 3402 SOFT 3,402 SOFT CEILING OVER 1V(DOUBLE) 0SQ." 0SQ.FT 0SO.FT OSO.I 2ND FLOOR LIVING OSQ.FT C50 FT B24SOFT 824 SQ.FT 1ST FLOOR COVERED ;PORCHES, OVERHANGS-21I2') OSO.FT 050.FT 6625Q.FT 66250FT 2ND FLOOR COVERED 0SQ.FT 0SQ.FT 0SO.FT 0SO.FT AWNINGS - 3AND SCREEN ENCLOSURE(AT50%) 0SO.FT 0SO.FT aSO FT OSQ.FT GARAGE 0 SOFT )SO., 570 SO.FT 570 SQ.FT OUTBUILDING 0SO— 0SQ.FT 080.FT OSOFT FLOOR AREA - PROPOSED O SOFT OSO.FT 545TSO.FT 1.111 SOFT FIRST 20,000,33 S464,8SO FT OVER 20,000 • .20 0 SO.FTU&M ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION __ -- TOTAL ALLOWABLE FAR PER MANUAL 54 ASOFT TOTAL HARDSCAPE AREA 2B47 SQ.FT 231I SOFT REOUIREOLANOSCAPEAREA (LOTSIZ 40%) ACTUAL % LANDSCAPE AREA 6.6245Q.FT T T9C SO FT 8..8 4'$ELF-CLOSI ALUMINUM FE LAYOUT & MATERIALS PLAN SCALE: 1 "=8'-0" NORTH -13J 0 1;�\J- 8' 16' 32' 1/811=1'-0" ]SING GATE AND W HIGH FENCE, BRONZE COLOR CEANSIDE CAMEL-B'# 3/8' PAVER$ IGBONE PATTERN W/ 4.118- SOLDIER (RIDER. ON COMPACTED SAND BASE Z J W a C) O J UJ w M� Q w Q> W W O ~ W 2 O N J F- O6. Q C � E u V rum U d C 0= � LLD O 3 Wu���a9 I-IF-'1060)Ngv mn TJt T�LL LCmp �3 UO G`v Vim'`"n" oa=° FBI of m N d L o W-1 .6F U O �. Q_aQv Q_ o m O U O �O U O J ='d LOUIS WAS VLAHOS LANDSCAPE ARCHITECT LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: UV DATE: 09.08.21 SCALE: 1-=8'-0" SHEET NO. SL-1 LANDSCAPE REQUIREMENTS LOT 2 SINGLE FAMILY TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 16560 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8192 SF (49.47%) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 8368 SF (50.53%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx20) 1674 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200+SF F. NATIVE VEGETATION REQUIRED (Dx25) 418 SF G. NATIVE VEGETATION PROVIDED 430+SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A/2500-H) 7TREES J. TOTAL TREES PROVIDED 20 TREES K. TOTAL NATIVE TREES REQUIRED(H+I x.50) 4TREES L. TOTAL NATIVE TREES PROVIDED 11 TREES PLANT LIST LOT 2-MODEL 1 B SINGLE FAMILY CITY OF DELRAY BEACH. FL KEY QUANT. PLANT NAME REMARKS TREESIPALMS PROPOSED QV 2 Quercus Virginians/ Live Oak 16'OA, TCT, 4-CAL. full (native) CE 6 Cono—pus Erectus/ green Buttonwood 14'OA, 6'CT, 3-CAL, STD, full (native) GUM 1 Bursers Simaruba,Gumbo Limho 14'OA, 6'CT, 3'CAL, STD, lull (native) CD 2 Coccoloba Divemifolia'Pidgeon Plum 14'OA, 6'CT, 3'CAL, STD, full (native) LIG 5 Liguslrum Lucidum/Ligusuum Tree B'xB'OA, multi, full (drought) CNM 3 Cocos Nuc. MalayanlMalayan GrinCoconut 14-16'OA, 7-8'WD. 12'CAL, w/ curve, full (very FP1 3 Wadyetia Sifurcata/Foxtail Palm 12'CT, 1&18'OA, WCAL, full (drought) AD3 1 VeRchia MerrilinfAclonidia Palm 12'OA, Tifull (drought) BIS 1 Bismarokia Nobllis!Bismark Palm 7WD, 15'OA, full (very drought) FIS 5 Caryota Mitisl Fishtail Palm 11i multi, full (drought) ACCENTS PR3 1 Phoenix Roebellenii/Pygmy Date Palm &10'OA, TRPL, full (drought) JUS 4 Juniper Spartan/ Spartan Juniper 5'OA' full to ground (drought) TOB 20 Ilex Crensta Topiary/ropiary Ball Holly 30-01 full (native) YUE 2 Yucca Elephantipes/Spineless Yucca TOA, 3-4 trunk, full (very draught) AGA 8 Agave Angustifolia/Variegated Agave 30" OA, full (very drought) CAL 5 Cellathea Zebrina2ebm Callathea 3 GAL, 24"OA, 30'OC, full SHRUBS & GROUNDCOVERS Cl 109 Clusea Gudifem/Small Leaf Clusea 4-5-OA, 31 full (native) PO4 87 Podocarpus Makyf4akl Yew 7GAL, 340A, 20C, full (very drought) PIT 44 Pittosporum Tobim/Green Pittosporum 3 GAL, 24" OA, 24" 1 full (drought) PS 3 Philodendron Sellounr iil Leaf Philodand 3 GAL. 24' OA, 24' OC, full (drought) SOI 16 Dracaena Rallexa/Song of India 3 GAL, 24' CA, 24" OC, full (drought) CRO 2 Codiaeum Stoplight/Croton Stoplight Yellow 7GAL, 36'OA, full (drought) BEG 52 Begonia Angel Wing While 3 GAL., 24' CA, 24" OC, full (non -drought) PP 117 Podocarpus PringlesiDwarf Podocarpus 3 GAL, 14' 01 20" OC, full (drought) FGI 206 FIGUa Microcarpa Gm Island/ Gm Island Flo 3 GAL.. 14' 01 20" OC, full (drought) JM 227 Trachylosparma Jas Minima/Jasmine Minimal GAL, 8' OA, 10" OC, full drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant plants indicated per Xenscape Plant Guide 11 GENERAL PLANTING NOTES 1. All planting notes to be Florida #1 grade or better as stated in "grades and standards for nursery plants' part I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to receive three (3) inches of maleluca, recycled bark or other mulch, type "B", or better. ,no cypress mulch) 6. All planting areas must be irrigated to provide (100% coverage & 100% overlap) by an automatic Irrigation wtwater sensor system installed by certified irrigation contractor. 7. Sad and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanics equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6" above the item. 9. All underground utilities should be located 48 hours prior to Commencement of landscape construction. The Landscape and/or Imgation contractor is responsible to call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within two -three (2-3) inches of final grade. 11. In case of discrepancies, the landscape plan lakes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 h. separates all bees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibility within 2.5' and V above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to City of Delray Beach Standard LD 1.1 & LD 1.2. 17. No plantings shall be planted over ex6ltrabon trenches. r\ � 8' 16' 8'-0' 36' ' INFINITY SPA I q POOL SITE LANDSCAPE PLAN SCALE: 1 "-8'—O" 65- CI-4, BUFFER HEDGE r 26- PIT 4- CE, 14.0& BUFFER TREES. 44- CL4, BUFFER HEDGE 4' SELF -CLOSING GATE AND 4' HIGH ALUMINUM FENCE, BRONZE COLOR 1-GUM, 16'OA 3-FIS, 16'OA 2- QV, 16'01 STREETSCAPE TREE z Q J J L W I� 0~ Q ULL LL J-i U W Im 0 QD CO w � J O W 2 W N �D ° co 4-, n �C E � U) C N c 0) •o iP o l71 � d c (p rh v m M o W Ups-`0a01 cc u Uv - IiC �u ml�vr O Q^ 5 �c�5t Ox`o� U O moo Lrn a'y V NaZo m^ 01 3 LU aka -IN aO m o o a � � o J " w o ` LOUIS IUAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: LIV DATE: 09.08.21 SCALE: l'=8'-0' SHEET NO. LP-1 DO NOT CUT LEADER l�n PRUNE DAMAGED OR DEAD 0 �r((LL�O00 WOOD IMMEDIATELY PRIOR .J�0 00 UD 060 0 0 TO PLANTING AS DIRECTED 0 Q00 - 00 SEE NOTE MO 0 K(yt BY THE LANDSCAPE ARCHITECT OQW V DOUBLE STRAND Cl2 GAUGEWIRE WITH 3 0 RUBBER HOSE. �- 0 3 PER TREE AT EQUAL SPACING, 8 � 0 p, ,p pry gso 0 0 G ' d't. 0 o g g o g �o o� o �o MUL H ' 0 C 3 DEEP 6 D 0 0 �a Q 6 6 6 W V 0 o 0 p D g v BEE SPECS. p ( ) D Do 8 0 MULCH. 3-DEEP o Q ` MIX �BACKFILL AS SPECIFIED 3' BASIN FOR WATERING. RAN FLUOR=SCENT E%ISTING SOIL ORANGE WVi10=R O ��O 'SET TRUNK FLAIR OR TOP ROOT 0'-2" ABGVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1G FROM BASE OF TRUNKIBALL TRIM 113 FROM CROWN. WIRE BASKETS REMOVE V2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2"sYx2' STAKE. TOP TO BE 2' MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL, NpTE SET ROOTBALL ON UNDISTURBED SOIL, E AR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITTOUTINTERFEIPLANTS SHOULDBEF WITHOUT INTERFERING WITH GROWTH OF ADJACENT PUNT MATERIALS DISTANCE TO CENTERLINE 'TREE REMOVED IN MONTHS FOR WILL VARY DING TO AND THAT NATURE PUNTS WILL NOT T OFPAVE TREES AND 12 MONTHS FOR PALMS AND MONTHS S ONTOESIDEWALK STRUCTURES, AREAS.ROWTH T UCTURES, OVERLAP ONTO BIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL o 0GO 0 D p0 80o WO 8 0o SST V PROTECT TREE WITH ].'4'0 DBL. STRAND N0.12 GALVANIZE. RUBBER HOSE GUY WIRE (MIW 3 PER TREE) Q 3-DEEP LAYEROF RED FLAGGING TAPE APPROVED MULCH PLANT MATERIAL SHALL NOT BE 3' DEEP LAYER OF PRUNED PRIOR TO INSTALLATION. BEENINSTALLED. ON BRACE BACKFlLL WITH PLANTING BOIL APPROVED MULCH rp0 D EACHAFTEPLANT$H LL BE PRUNED go p 0 FOR UNIFORMITY. D V UNIFORMITY. 2'x4"X8'-0' STAKES (3 PER TREE) BACKFlLL WITH PLANTING SOIL D� SURROTRUNK S ROOT O'-1'ABOVE o � SOIL BERM FOR WATERING BASIN DFLAIR FINISH SURROUNDING FINISH GRADE I � 3 GRADE I I I STAKES TO BE t8' - GRANULAR FILL _ SOIL BERM FOR GRANULAR FIL - WATERING BASIN BELOW PIT IN EXISTING MATERIAOR MATERIAL, R jF I II-III-11 SUBGRADE IXSTIINGLGRADE EXISTING GRADE UNEXCAVATED 2. ROOTBALL SIZE FOR SUPPORT 'SET TRUNK FLAIR OR TOP ROOT 0'-2- ABOVE SURROUNDING FINISH GRADE, UNTIE BURLAP 1G FROM BASE OF TRUNKrBALL TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1.G FROIA DROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 1l2 =ROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP LQ FROM BASE OF TRUNKIBALL TRIM 113 FROM CROWN, WIRE BASKETS REMOVE 112 9ROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY TREE SUPPORTS TO BE REMOVED INS MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE o BRACE T O - .,IwoOD BATTEN WO RED FLAGGING TAPE ON BRACE META L STRAPS Yx4' WOOD C MIN 5 LA WOOD BATTENS WOOD BATTENS (3 TOTAL) MIN 5 LAYERS OURLAP DRIPLINE 3' DEEP LAYER OF NO ENTRY APPROVED MULCH NO STORAGE BACKFlLL WITH PLANTING SOIL NO DRIP LINE BARRICADE OF ORANGE SOIL BERM TO HOLD WATER ENCROACHMENT •TENSOR• HIGH VISIBILITY MESH 7-4- WOOD STAKE 4' HIGH FENCE AT DRIP LINE FENCESUPPORTS SPACED S APART GRANULAR FILL 2"xd•x12• FOOT PAID FOR MATERIAL OR -A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CONDITIONS EXISTING GRADE -THE BARRIER SHALL EXTEND TO THE DRIPLINE. SUCH AS SAND, BURIED - THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE UNEXCAVATED FOR SUPPQTT - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'-Z' ABOVE SURROUNDING FINISH GRADE. oo UNTIE BURLAP 113 FROM BASE OF TRUNKHALL TRIM 113 FROM CROWN, WIRE BASKETS REMOVE r(I FROM TOP OF BALL AND ALL SYNTHETIC BURLAP - pr p V t11Ay/_(O Op�112 9E REMOVED COMPLETELY GO ((�1,, OD III Do Ua0 gg V PROTECT TREE W ITM 3i4'01 DBL. STRAND NO 12 GALVANIZED RUBBER HOSE GUY WIRE MIN.3 PERTRF£ 0 3'OEEP LAYER OF RED FLAGGING TAPU o APPROVED MULCH ON BRACE RACKFILL WITH PLANTING SOIL WtA SOIL BERM FOR WATERING BASIN 2'k4•XB'-0' STAKE I STAKES TO BE 18. - GRANULAR FILL BELOW PR IN EXISTING - MATERIAL OR F gAsi;A�� SVBGRABE EXISTING GRADE 1LS3 : UNEXCAVATED 9" BALL 9" FORSUPPORT 1. ALL mOT asldiEAs 91ALL BE 4' Yb41as1 yedl ALL dtt FAC4fN5. NOTES 1 M I. eE tU ROM IaMM NL tlLY FAms11E4 WyTceeAgtlfA 'PLANTING HOLES TO BE TIMES THE DIAMETER OF ROOT BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR e6pEC�IFD dry Fndt W 6ItloL1h�G Tr eds 9_ W iN9ED 6aADC F O U9D. AT TFE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS 1 gdat aaA Rs 94VL lalYUY M' [¢P. yPPkOITg 6a0011C3 N¢IAE AT THE BOTTOWDEPTH PER CITY REQUIREMENTS III R�00TT� n-'lND SdYgd Y. RLd9L 9IIaRM16 6E W PAKIS l �� BE M4Gwm N aCCVOHI¢ MM YIMfACMCrss SMALL TREE (2 cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LID 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1. PLANT MATERIAL: All- telldld FI ils Nl or Wmablshaab'Gme InWderNrsPbbd nt.Ag_hntl maeadFbnda. OepMe Z All tans, shrubs and Ild...I. droll bo of Iho sizos Is s cfidd In the Plant List. 3. a,"",, Tided on the Iho Plant Ud are It, edimoting purposes. Contractor still v,,iy all quanlges. Mukh, topsail, Mdilizw, etc. shall be indudM in fd un;t cmt of Ifs plants 4.'Where bore a a dbra.Derwy either N quantltles, plan) rvtntas, sizes w speciikatims b.wmn be plan w.tint list, IN,.tin takes precld i. 5. All .entl beds eM water Wgra (w bees shall ba covered with a 3' minimum aeplM1 cl dlrMdM malypbs or ober organic mulch gratla'B' or rider. 8. Td Ptinfing Plan shall ba InsMIIM in mmgianw with all esisting City a10es and applicable tleM reshkdre. ). SOD, All tram ml usetl b Wildirgs, snhkubr um area; walks or planting beds -1 W grassed. Gmsdng shall.dend bony 1 ing street pavement edge and b ld mean waMrnne of any abutting moat. Mke arw.1m.- Sindtobe lid Xdl "h, Di, Rid A11 area,. milked Lawn'sdll oe S:. Augusfne'Flwalam'solid sM The Dry Relenlan arm shall W •Bahia Grass' VII11palum Nclatum-. At sad -11 be set level tight and IN- along gamilg bias. Landampe mMrecbr is respaluibla tar pwditg bill own square footage bkmlfs and old vwifim'bn b pmvitle 1 W%sad -hige of all areas ssecified All h 8. PLANTING SOIL ees end shrubs shall W pi -with a minlmum If 12- bpsdl wound end bin -di the rmiball. Minimum topsal shell W 6' for grouMmwr areas, 4' far seMM gross areas ana 2-b, -dud grans wens. 9. Phil soil b W a weed -hoe ldxbre of 50 %mnd.40 %muck, ana 10 %Canadian pad. a1 dalm miIIIOn,-i, planting eon a,. par delaas. Plantinn son Wrkge for 11 -XI-1 10 Contracbr is resFonsibie for dvterminilg all utility locapms and instilling tadlides so as b • tumid. al earnage m o.lagne ma4be or improvomanb moats by embaemr soak W repaired at no adaitbnal mst Io the owner. 11. CVxa r lor tatiy' -Nne- at 14BOD83"097 (48) hours prior b digging for untlonemrmnd uol,-fidns. 12 Cmhacfor shatl d respondble for poviCag fiml grading vl all assodatM denting am 13. Afler heal gatle, anus b be rakM b 8" dapb Intl an rock Intl foreign inorganic maMrials nXid-and cht,di Ial pid,my PR -sue. 14. All ph rinng dies b W hats dug exmp where machine dug hdes win rot adsermly aged w damage uBnlas or ihn-,m enis (see note 8). 15. No plunging of OM Ire, or prim win be accepted. A ptinls W be pbntM cal V-k fil w sudam-11a %ebdo gnm.(per Cly regdre din tfi Contador shall sako 8 guy all hoes Intl palms al t',mo of panting as per the V IFII al.dlbn. Comradw'd Impid bb III M. in-manm ldlw repair or III Wki,g and 9• ng during wwmny period. 17. All pwking islands meesurhot ess than 11 fml (bcluditg mrbs) d.. b turning redi. 2yuiremanls shell have root DeMers inslallvtl agvinat be NgpMtneter of the ldaM. All diffi still W exmvwea Imm lalvnds t. a a,gn.r znrz red and ddmlbd vnm rib spedhea pladbg m.. 18. Fmilizw fw gross areas shall W NPK 16- ®12.511- 00.I. w 545lb-in. Nihogen $p X slow rNease form 8 fertilizer to allude secondary midonutrienis 19 SUBSTITUTIONS AND CHANGES: Al indi t'M1u i... and changes still lx app- h writing pm, b I -Ill Any Lscrepaw3es between ptirt, sib ana spacillmth- shag ba bmu9hl Id ate immedl.. adnnen of ba Ard -, Bte wmer end The Town of G-lidd . M WATERING: Al plant nditchai sMU W waloretl'm et limo of panting In aop.manm wib standard -I, Whirl Xi,.. In addition. CCnbacbr wik mrwd..-a i If pant ma1Mal will wbalantal Fidni lbn entl es needed bereager for a mridd of 3 moods. 21. EXISTING MATERIAL: A!I -no malarial shall d hrought to moenl ay cod. id-d . all ex'oting hedges moat W mn11- es h qu red 22 DRAINAGE EASEMENT Wrlh.nepp,n,nl must be obtd:hM from lmel wafer in-ngwrent dismd Prior Iop nirg wiOh the Erastage=asetnent. 23. All new loot rraterivl shall be u..-tort ear faro firm of final. -tan- of project. Any PMM material no[ in a dalby growing mntlifon win W redamtl Dy id cpnbadcrdphint ditenid met t. ba Ownwwnna toaays-dr non. For t5 al gre wertan [I and ill fdrp Bola I-hII. I- be rid ,edaaement dam maven y pre n w td on Trial vrarran �od. warrant a n.0 ens Ada br I m m renal wnm is a ma g ypen y pa a a mdw ales asaresult Ing 75idpof ddhddir11M tohill, Irma., t-,C, ,All bib that ,Ina wilds evcm..)5 mph ns I..M h the MI-ipt,. 11 li,i a Center. All trees mat Iron I ere bbwn over, mused by wines less than 15 mph, will be re-sel ad brzmd by the Contracbr at na Mtliticnal cost b be Owner. 24. TyIPI -W -ing Intl wheel stops ml be p-d! in be V.UA. Refw to pa wtd drdrtage detia sheet fw dodo of ype'10'-Ind wheel stop. 25. The mwcssful bMCer shall Mmbh b Iho Owme, a unit pke breakdown ter an rmtMals. The Owner may, a: its disaelion, add or dative Ircm I. materials Idlizirq the unit ham d_l,c1 wn stbmidd. 21. No plant merest wN ba amopWd sd.in, lNemw of mble, drab mwks, equipment cars, or dherwise damaged. 27. Plant.-M! will not d amepted wren be baA of earth su ndl ng. rods has been ii.tii broken w obenv'Ise damaged. 28. Rod-wune ell hees a minlmum of (8) weeks prb, to daMeg M Trm grates shall be pctiilimm b -.in be miler of Irm-11 ad have uniform spadng mod oulslCe edges d msgn91. Install III cadre in I- an plans gust and leveled vAm nounding Pavement mdt- instal steel aM], frame, in cmcreta gusM1 aM bvalM wgh ii-ntling paving sudaca, maintain gush end leveled et all times. 30. All an115mpM areas win he hip- by an underground adomwk, mst-h. ihigaben sysem orovd'.no 100 %myemge ana tog %spray wmap. Tneayatwnadn be mabtimed in g-wowing --id 0eslgned to minimize wideron mpit.- mwlmsend not overspmy 'wakways. I, rain sensor device -I be Installed Ni waned. b!e lrtgatlon ryIt..1 Ill ,W- _h III eq....hfilll has mmrtM. 31. NMge maMral shall be planted equal b Iho WigM1l of Ili tlumpsters, trarlsfwmars, me=haMral equipment ana dnergrouts /rea.sbnd'.n9 unfit' equipment w encbmres 32. At III lrrdwial P.- whin Id eight did.- In-gb areas Ise. plan) ..It p-d. InXF I FrI - Olbllly et. hdlan- Leal bid- 301noh.s hY1 a feet armed Miamnt stred 3rade. 33. Nc mnapy hees shall gh paniM within 15 Mel of a igM pile. Na pakn spades shall d panmtl wilhkr 6 feet d e Ighl pok. 34. Ground rover planlags shill p- rot less Ida 75 parrots coverage imme6ately upon danettg and 100 percent mvemge whin 3 -ft idom pvngng. 35. Trm p diddh Wrd.d.s ..It be provided around ..II b- that rrby W Impeded by Its pro . mttstrucdon. Pnw b any co .-ion a tree prol-.n patrimde inspectim shall be mnd-c!by the Id-pi,archnad, owner ar governing munidpality. R,kXW andzmPe d.01 for trm W....tm drrbatle fendrg. 36. Trm ramwagrelamtion permits must W obtiii- Id, -unto Irms to be --or hi -Oct 37. b sll pedmidan arms, all Trees Intl palms still be �iMalnva b,.lbw for deer passage at an Blml clear W nK. padi Quan:iBes shown on the plats Its rake precedence war arty tlisdepancies between be ns and pant list 39. Proposed banns shall not esmM a 3.1 sbp.. 40. All palls are b W lop dressetl with Ii minimum 3' layer of Matilmm mukh. E-1,p us --qual. Mulch 18" WyoM p1mit gs. 41. All Landscape areas are b W prwi- wib aubrm W spf klar system which will provide 100 % mv.reod Intl 100%pveeep. All im,iiihm fittings and head mnn.ctbns will W pumM I S.4o PVC. Wnk. 43. Rain ¢erwor is rwlu:retl Intl a1hill - no over spmy an any walkways o, tidd-li Cc--r must ootiin MnCs^ape, tmigation entl tree removal pamgt5. 95. 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HARDWOOD RQ 2W101$IIG SHT DESCRIPTION DATE a corvaaTe BeAM s 2a MAr Es . �• MAz] As � Fat rwwTeclwK oEraas w To FTr soot caasws meP eorraA c rE eFans As Reo..Ra� ar vnrmws AND F wq+ex®5 e.. cEAn Loco. a Ps as P9• Tc /Ow Pm =Rm6m AUASNiWT fwE HARDWARE RA. REDWOOD AO TITLE SHOT Rfl OOVA300.U.N APD WALL F MO 1 TO POOnND NiVI a- sRE Aro M3.8V OP OOV�s As Y8d00A1 BARS ABOVE Ra VERIICK CELs PoR M0.9INtT TO BE Htwf®SY.LL V+aVE YT4lnGL NJ?aBJT 9FFlOENT TO MAMAN AaFM LNOBSIaC:ED arJn-- L lIC SIaICMKiFA .6 6fDNN I6 sl]E3vV.TIC N NARIG HOMINID TC &R1fafT1G 61RlCnIR W.s �1 gg) lf1H! M dSAAATKN n2 FRMUJG S68.0 SLDVM VM1L 6033T PARKL9. FNAL ROOK OEs Gi.Hx� LATUR. PRO -a- ADD SEAM]-atAVTlby Ara CAL0.1AnaD Fal N4NVN_ FA- TOP FFOVILE SHE ELA DNG a0IX HT. IEGTr RAL HOP. H021ZONTAL SC. RAW WATER LEADER SC 1D CODE AO -A -LOCATION MAP n aewan «s-R-ss swL Be woMOED AT ne sonaM Isteal®osu AT eAw Aro eaoae tsanrvs LrT oast a'4 Naa aerr.Iouls s+au a armor AFrec ae wNG AN, Ns{cnw amWNss MAr R al.T INAaxnarvAl eaGlN�xllvfl x FLaoR Faivaoo reel APPLM<FLD sluu s z3sz rwA RAT®slaDTutK sreAna+c sans e�Fosrs I NAam vnTH eo. A'nr eKv. RN we ¢teas orvstN� epTrord in INSIDE aAAt 5041). 504Mie AI -: SITE PLAN zb R[t.FORumG M - se - b BAR aaLElER9 MNMM wtstE EPL�. Aro EHAu t£ wwED rarfTlm. movloB Ccar� BAe� 9AV<M2E AN` raArBw HaBzwrK SEAM RErFcaePls AT sAar rAm LAP b eAR aaPETELts MN D. snaATuw. wam AN` nM33a maMws auAL cc c To ne'nneea casTacrwN M,ww.'. ns seam BT THE Arsalcau nsnTUIE c r-cos OR Rfl ALL VA'KO N OOIVTAGT WnH MAsaatY. CONa£tE aL -- as- IiEATEo. PROVIDE AN ARVOPEO MOSTII� VAPOR BARRER �Iwffil nE Ca1a.ETE OR PgIHII 3. Aooma•AL aeARws PO Nrs ox MODIP®Powys c ssParsr sIdIL ae Ar>TItoVTD Br THIS eaR�ex3st OFIT. a Borrw of ne ci w MAr EE waPm ro dccaMnmATe Nroav IeAo teens UZ Aff- rn,e T- fl CIXVIRAOTOR ro V6BFT AIL gMia aS R r afi(�aNCES T01Mfi Sa611EER PRIOR TO CON`T0.CTNTL W -FOR -a' moP. N)i DGALE a+PWNGS CA9PEr..... O-EAR CQAAdtl INCAM IINCMi£SCENT SR. NSA. NSTLATI N SIM. Its. INTERIOR 54 SgT SIMILAR SWAB A2 FLOOR PLAN A3 ROOF PLAN T F ONS CONSTRl1CTI0N nI I/� ON ones MENTlnas ru.TEmNS AN` Tte wam ns Rca®� nFr+ucAEe cone R9. Bunm - Ba ReEForsne PDR PROwOl6 AOBOudre mAL Aro ERlocws u 3e 4EA06]� FOR mAME) OFlENr�05 tiEATELE THAN A'4 MSr Ba BVCY� AN` STA- sorts ERscnw c TFe TWSEeS TO weea+r caLAPss at oAMAse ro sALEL Br TIE TRIES MANFACTIfaea E TIe EEAM -PTlG HAVE BEEN EEr A�:ORONG TD Ile maRlecn ISOLR23.en5 Far WNXlvrlooers IeAn HE3an5 asoa- To -a e+GFffit IM.ELaATar T. WNaT=1e CaVlRacraR TO VT3rFr �Tlti AND REPaRr CONCRETE.. CCMECT CN LAM LAMINATE SST.- LAv.. LAVATORY STD. STAINESS SITS. STANDARD A4 ELEVATIONS ( NORTH AND SOUTH) Date 9/3/2021 3I. ALL FFAOEns ova DooRs aND wroows ro a R oR 3zt Rs wars WOW mANEL crnsTaxnlw DErEL oo+c w wau THlaRrss, ezc,�r wI� rvoTED 32 D I.eslw La.1$t Fdt fFJDHa3COLLATS. ADD 6EMNC WNLS 41NL fit SOUM1CN PAE NX2 R OR BEITSt OR S1Nll PROWOa ALLOVIASP 61RC5 VPLLCa OF IRW PEI N BSDNGFat swae MBL� lei vo PBI N HOa2arIK 9c.o AN` aWl1 HAVE A Maz31s EaAsnClTr a= woo P9 oR an® As t an En' dN AmRovm uA�t aRmNC A6BVcx. ALL O=AAFu pEHBa nINV Iz SFULLL HAVE NO:MaL a' �ARNC W SffairNG M44aRY. a AIL Roor,as Tw.T BAR w IED�t ARe eomoM auD BeaaND. PRaiDe u• arvnBsr Tc nlaDs Fat 9. ri$AVm LOADNG la uvB Lora - w PSP rAo Pg AT EItTTEAort BKcoNea n wdn LOAD • a PS' FarvRom NAANc cornrAxLe COLNTERSI OECORATRE Lot LOCATION STL MAX. 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Sff KaDECiIftK ORAwA. f'a7 WAutWAT S.ABLATOUT. 30 R®ME 6HALL tY PLAC® As SAO.vN N TE FLA"S EAN GUILMV sae7.LP Fat Mae- a avers w r�r•FatcraR BAR^ cull Nor BE Las THAN b aAR pKETea tm - 3a, n a ReuFCRCRIG FOR PaMPnw SHALL BE aIJTINAIS PRefo CORrHta AN`WN E BAR N FaMATNIN brsANTW . as aPD REF>=opcwG sisal Be cwrNA:s W O6eCIlON WIIII M ADDITION OP A CadBt BAR 3a Ka6 EACH LEG, FCR EACH ¢a�Iral,A�rasmltx To roLLRN nE SaIN9 BS CLLCIaCAL RAMS NR AOaTIaUa NDTB V. GALVANIZED GRADE P.TOF. P�5, 4fETREAT® • FR1 PRAM T Q n AT POM R NI EER C6 W D2 NAA TITLE SHEET • • 14 = -O• GYFELM RAG. R .. .. HQ�EAe flEa f�O.IR® SITE NOTES SEE ATTACHED SURVEY FOR LEGAL DESCRIPTION VE12IFY P120PBM LINE DIMENSIONS WITH SURVEY • SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HARDSCAPE, DRAINAGE, a POOL. CONSTRUCTION AND DESIGN AND ANY OTFE32 SITE Q SPECIFIC INFORMATICIN. SITE DRAINAGE BY CIVIL EJGINEE12 I Revisions I NOT FOR CONSTRUCTION Date 9/3/2021 Dravanl Checked LR I MK Date I Approval Date 1 Permit - Date Construction - Seat AA0002340 © 2011 LOCATION MAP LOCATION MAP r PROECL I.ocancn. �� /--\ 138.00, AREA CALCULATION IST FLOOR A/C TOTAL A/C F COVERED ENTRY 3 CAR GARAGE LOGGIA TOTAL SITE AREA TOTAL FOOTPRINT TOTAL SITE RATIO DATE 9/3/2021 4243 S0. FT. 4243 50, FT. 78 50. FT. 539 S0. FT. 601 SQ FT. 5460 SO. FT, 16573 S0. FT,. 5460 SO FT. 33S SITE NOTES •• SEE ATTACHED SURVEY F012 LEGAL DESCRIPTION VERIFY PROPERTY LINE DIMENSIONS WITH SURVEY99 SEE CIVIL AND LANDSCAPE O PLANS FOR ANY ADDITIONAL 0 INFORMATION REGARDING HARDSCAPE,DRAINAGE, POOL CONSTRUCTION AID DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGINEER SETBACKS SETBACKS REOUIRED PROVIDED FRONTSETBACK 3D4T 30'-4- REAR SETBACK 20'-0- 22'-2- SIDESETBACK —MIN(30%OFLOTWIDTH) EAST 26-8-/WEST 15-2- ."MUM HT. N'TO RIDGE 21'E TOWN OF GULF STREAM GROSS LOT AREA 16,573 SQ.FT. 10.360 ACRES EFFECTIVE LOT AREA 16,573 SQ.FT. 10.380 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LNING 0$Q.FT 0So— 4.243 SQ- 4,24E SOFT CEILING OVER 15(DOUBLE) 05Q.F7 OSO.FT Oso., 0SQ.FT 2ND FLOOR LIVING OSQ.FT SSQ.FT OSQ.FT 0SQ.FT 1ST FLOOR COVERED (PORCHES, OVERHANGS > 2 112� OSQ.FT OSO.FT 679 SO.FT 6T950.FT 2ND FLOOR COVERED AWNINGS > 3' AND SCREEN ENCLOSURE(AT 50%) asQ.FT OSO.FT 0so.FT OSQ.FT OSO.FT OSO.FT 0SQ.FT OSQ.FT GARAGE OSQ.FT —.FT 539 SQ. FT 539 SQ." OUTBUILDING OSQ- OSQ.FT OSO.FT 0SO.FT TOTAL FLOOR AREA - PROPOSED OSQ.FT OSQ.FT 5,460 SQ.FT 5A60 SO.FT FIRST 2B000 x .33 5A69 SQ.FT OVER 20,000 x .20 0 SQ.FT TOTAL ALLOWABLE FAR PER MANUAL 5,469 SOFT TOTAL HARDSCAPE AREA 2,847 SO.FT REQUIR ED LANDSCAPE AREA (LOT SZE x 40%) 6,624 SOFT ACTUAL %LANDSCAPE AREA T.790 SQ.FT P. � r� O w U Q Q r� O a Oc��Q d > U z _'p¢z C— cp r�h V b I Revisions I NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date I Approval Date I Permit - Date I Construction - Seak WATER VIEW LN AA00D2340 ©2011 SITE PLAN 1/8 • 1-0 MASTER BEDROOM W a4 W-0' x 2a-9 I -------------------- PRIVACY GARDEN MASTER BATH I _ la6' IRT c] I 9-9 x 17-r I 20rG X 17-6 I anooaa saves+ I I I BEDROOM 2 106• al 154 % Bret -- 00'W-AM--- I I \ Igg I \ IY I \\ \ GREAT ROOM \ N76'-Ir6'-p102X-a Q6 1219 X 2i'O \ \ LIVING / / /— — — — — — — — — — — -----IQ01FA061 --- FOYER maa 10-0' % 6'V ENTR' ZT — = P I I T_00EA / / / / / I / " I J $ I / \ KIT OC 14\ q-0l 17-V xx \ I o I I I SCULLERY l0a a! X Ir-7 I I I I L CLUB ROOM 1rea W'-7 X 2a-4• AREA CALCULATION IST FLOOR A/C TOTAL A/C I COVER® ENTRY 3 CAR GARAGE LOGGIA TOTAL SITE AREA TOTAL FOOTPRINT TOTAL SITE RATIO F -- BEDROOM a6'04 IL 14'-0' X IT-9 I U BATH 06' W 1afi' 6! 1 10-e' X 5'-4' II I II �I I II 'OWDER j 0- If -04 l 6'i' x 6-6 2 CAR GARAGE Xr6 a4 BEDROOM 4 ab' 61 Ifif' X 1340' 2z-0'x 17-7 r ---- �1 I I I I I I � 4 I L--------- r CART LAUNDRY I I X=04 Xr-4' x la-e' I L — — — —— I Tff 4243 SO. FT. I 4243 50. FT. 78 SO. FT. 539 SO. FT, 601 SO, FT. 5460 SO. FT. 16573 SO. FT.. 5460 SO. FT. W 33% F-�I F -I U O NOT FOR CONSTRUCTION Date 9/3/2021 Drawn Checked LR I MK Date Approval - Date I Permit - Date I Construction - Seal AA0002340 U 2011 GROUND FLOOR PLAN AREA CALCULATION IST FLOOR A/C 4243 SO, FT. TOTAL A/C 4243 S0. FT. COVERED ENTRY 78 SO. FT. 3 CAR GARAGE 539 Sa FT. LOGGIA • 601 SO. FT. TOTAL 5460 SO, FT. SITE AREA 6573 S0. FT. TOTAL FOOTPRINT 5460 SO, FT. TOTAL SITE RATIO 338 DATE 9/3/2011 (fir w v Q W U ¢ Ca a 5 W � WT4 0 c� p ri5i7i �idi0-IMM Date 9/3/2021 Drawn I Checked LR I MK Date Approval - Date Permit - Date Construction - AA0002340 ©2D11 h MAX TOP of ROOF Y' uaosouE sae J, TOP aF RooF PEAK N-] I?A9TE 9.AB it TOP OF ROOF FEATIRE _ �� la'iABU/E 9.AB EAVE FE[ Iaa�aernE saa E -TA FW SG Y' v-reeo�Esea i, MAX TOP OF ROOF ELFhHYr _ _ aao IrzAarnE soa �MAX TOP of Roof _ 16'-0'A9OVE 9AB h TOP cF RooF PEAK A-71?ABOVE SOB MAWROOF -A— IBYf•B01E S09 ROOF FEA7lRE 79 1 1 Flili! ROOF FEAIUM MAX TOP OF ROOF / uv'As�E sae _ TOP F R F PEAK 19-] VCAaOVE 9.Aa TOP OF FEA IeiA904E S-AB W 125 F'�1 GQ 6l R' aw�'AeoeE soa EAVEtEI 9-TABd�E 9�19 ' l Ov REF'E.2BJC.E AB J HEVATION O'-0' !`fi' FRONT ELEVATION 1/4•=1-0' MAX TOP Cf= ]ao IrzaaotE sae MAX T R O 2P-0'ABOYE 9-AB Top OF Poor PEAK 14-7 WABOOE 9-AB TOP OF R OF FEATURE 19'i'ABOVE SOB EAVE EI { q-9'ABDVE SI+B EAVE NOT FOR CONSTRUCTION . " , Date 9/3/2021 Drawn Checked LR MK Date I Approval - Date I Permit - Date I Construction - -- REFERS u S85 - - aEvnTa Seai: -- AA0002340 ©2011 REAR ELEVATION 1/4- = I• i� MA roP aF RooF EI-Ensvr ae-0 IaaeovE s.AB i� MAx TOP cF RooF �� 44'-0'aBOVE 9-CH TOP OF ROOF PEAK Y 17a uzaeo� B_as %� CP OF ROOF FE 7lRE ICfiABOVE 9..aB �EAVEF�Elu 4-TAHO/E 91a i, MAx TOP of RooF EtB.HYr Jl_R1A%TOP OF ROOF Y zdoaeovE Baa — ll TOP OF ROOF PEAK _ 19-71?DOVE 91H i EAVEFEtwr 9-7AHJ1£ S1B — Ax roP of � zew IrzaeovE sae MAX TOP Or POOF 14'QABOVE SLAB _ TOP OF ROOF PEAK /L walrzaeov£sAe w Eo.VE HEIGHT /L 9-TABOVE 9AB ' \ O C� — REFdVCE $LAB RIGHT SIDE ELEVATION 1/4' -1-0' MAX aa•-0 IrzABovE s.AB Revisions MAK -- z$v sia TOP PEAK 14-71rzABOVE SAS Top OF R 194'A80VE FEA Sa8 NOT FOR CONSTRUCTION Date 9/3/2021 v-TaeBm Drawn Checked LR I MK Date I Approval Date I Permit - Date I Construction - Seal: REF62ENCE SLAB AA0002340 ©20111 LEFT SIDE ELEVATION 1/4' > 1'-9 GRAPHIC SCALE NOTE: 20 0 10 20 40 80 • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. ( IN FEET ) 1 INCH = 20 FT. jT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- / r TRACT "A" / BLUEWATER COVE z — LEGEND o S LINE OF TRACj "A" ALUM, (BASIS OF BEARINGS), - ALUMINUM ® - AT&T BOX CONC. - CONCRETE � - BACKFLOW PREVENTER N89`14'58*E 138.00' COVD. - COVERED ® - CABLE BOX F.F.E. - FINISH FLOOR ELEVATION ® - CATCH BASIN FND. - FOUND ® - CLEANOUT ;:' F.P.L. - FLORIDA POWER & LIGHT - DRAINAGE MANHOLE — - - - - - - - - - - - - - - - - - - - - - - - - -= - ---- ------ --- I.R. - IRON ROD E - ELECTRIC BOX i "%' I.R.C. - IRON ROD & CAP - FIRE HYDRANT I n n a n �FLO(ZONE A�EO) P.B. - PLAT BOOK - HANDICAP PARKING n n N PG. - PAGE ® - IRRIGATION CONTROL VALVE O.R.B. - OFFICIAL RECORDS BOOK n - LIGHT POLE FLOOo ZONE X n 7j R/W - RIGHT-OF-WAY ® - MAILBOX / J FRONT SETBACK (UNSHADED) ( TYP. - TYPICAL 0 - POWER POLE / I - - 75.75' 22.83' ✓� U.E. -UTILITY EASEMENT ® -SANITARY MANHOLE c 2283' COVERED 9.00' a ENTRY v - SIGN - VALVE mn.50_� ® - WATER METER 10.88, .; ,� 10.88' ® -YARD DRAIN y I n C, ti I PROPOSED I RESIDENCE j 3 FIN.FLR=8.0 n m W NOTES TRACT "C" I a 26.68' 8.25' } C" j LOT 13 I 35.33' Vp�P�o1'/ j 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED I z 5.33'i�J� ,� PROFESSIONAL SURVEYOR AND LOGGIA^ ,}� j MAPPER. �� a j 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, a ; _ ti OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 7 ' 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL se.0o' $` o DATUM OF 1988. n i / 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE OF TRACT "A", 38.00' / 7.50' : 15.1 "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE _, PUBLIC RECORDS 8.68' _ACK 150 � �� %/ PALM BEACH COUNTY, FLORIDA. BEARING N89'14'S8"E. I REAR SETB 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD TH THE DESCRIPTION PROVIDED NTH POOL i BY THE CLIENT. TRACT °B" J 10' G.U.E. 'O -o o 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. n POOL SETBACK N N 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR I a PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR I PARTIES. 8. FLOOD ZONES: "X" (SHADED) & "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. \ S89TV58'W 138.00' 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. \ 12, U11UTY E EMENT (O.R.B. 5168, PG. 1924 & O.R.B. 16327, PG. 1128) 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. UTILITY EASEMENT ( ORB 16327, PG. 1128) \ I _ _ '- - - - - - - - - - - - - - - - - - - - - 2SHOWN \ L------------------- 10. SETBACK LINES HEREONAVD N TAKEN FROM PLANS BY INFlNITI ARCHITECTS. - — — — — — L---- — — — \------------------- '- -=7, —-------T-------J61) DESCRIPTION ---------------- / LOT 14, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK PAGE _, PUBLIC - - - - - - - - - - - - - - - - - -- - - - - - - ------------------ ^ _ _ _i - ----r-----R*g RECORDS OF PALM BEACH COUNTY, FLORIDA. I I SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA �W I I AND CONTAINING 10,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. m N I I 12 UTILITY EAS SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND rn NOT PLATTED � i" (O.R.B. 5168, RIGHTS —OF —WAY OF RECORD. ao & O.R.B. 5169, CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021, 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027, Jeffrey R. Wagner JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 CAULFIELD & WHEELER, INC. PLACE AU SOLEIL CIVIL ENGINEERING ?LANDSCAPE ARCHITECTURE - SURVEYING ADDITION NO. 2 - LOT 14 7900 GLADES ROAD -SUITE 100 BOCA RATON, FLORIDA 33434R�iPERMIT SKETCH 9 2 2021 PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY DJH REVISIONS DATE BY DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 14.dwg 9599 SHT.NO. 1 OF 1 SHEETS SCALE- 1" = 50' 0' S0' 160, 150, LEGS0. F = CLNIE73ME PRM = FEIMNNT RgIRtTCE ACA(.AENT (47C4" CaV= M "AENT STAAPED 7M LB3537 UILM STATED OTFERW/SE P.C.P. = FF.RkMAENT COV/Ra POWT (NM AN) Q9C STAAPLZ) p0° L8 .153' CI1E55 STATED OTFERWISE PRPSOO. = FDIC /E00@lS OF PALM E ACH COLATY SECl/OV 4,Z6 43 = SECTKW 4, TOWA9LP 46 SO(R7{ RAAGE 43 EAST GUE = GEND L UT UFY E45ENDVT LINE TABLE LINE NUMBER LENGTH BEARING L-1 3375' N.00°03'46 -E- L-2 25.88' N.12 54'17 E. L-3 26.85' )T89°1458 E. L-4 2685' 5.89°1458 W. L-5 2588' S 12 54'17 W. L-6 103.65' S.00°03'46 W. L-7 77.58' N.00°03'46 E L-8 85.30 N.12°54'17 E. L-9 1 70.19' 1 N.00°03'46 E. L-10 1 0.67' 1 N.16°4458 E. PL A CE A U S OL EIL A DDI TION NO. BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.1/4) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE 114) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 THS ASTRLAENT WAS /'/SPARED BY PAIL D. evaE; 94 77E OFFICE OF OEREN, SUTER & OBR'FK M 955 NW. 17TH AVSA-1,, SUTE K-i DELRAY ELAaj FLORDA 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00 33'04 20.00' 0.19' C-2 12 50'31 109.00' 24.43' C-3 58°0528 20.00' 20.28' C-4 192 31'37 50.00, 168.01' 3 C-5 58°0528 20.00' 20.28' 326PU1 C-6 58°0528 20.00' 20.28' 1 C-7 39°50'14 50.00, 34.76' 1 C-8 58°0528 20.00' 20.28' 1 01 . C-9 12°50'31 75.00' 16.81' .06 01 . C-10 59°31'38 20.00' 20.78' 9 . C-11 299°05UO 53.00' 276.67' .0 4 C-72 59 33'52 20.00' 20.79' .6 ' 6 W. C-13 5931'29 53.00' 55.05' 9 9 C-14 79°O6'17 53.00' 73.1T 5.51 12'03 E. C-15 21°45'05 53.00' 20.12' I S.00 4622E E C-16 0 23'19 0' 361' 5.5W. C-17 48 300' N5W. C-18 705 4924E 20.00' 1 36.94' N.53 31'40 E. C-19 71°1720 83.12' 1 103.42' 1 S373622E 3e SET PRM 127.13' a TRACT '19" AREA = 24,973 SG FT. e i oll 1 3 SPECL4L Al Imo` l TRACT '$" � 8722' AIEA = Q426 S0. FT. ^o_ b TRACT TRACT A" 6" e ^ K7e 4TT7 i 6B4T 14 � ^ e K �irARr zTRACT "C" e �n 0 4i AAcr.Ess� � � _ �, z AREA �722' o �P�Ar �' s z LAITS OF TRACT N89%458�. G(TE A WT PLATTED DETAIL 'A " (12 u5VA AGEEAS19 4 ORB. 5L$ PACE 112 & ORB PACE 1128) SCALE., 1" = 50' .Ti327, N 0 T P L A T T E D mm ALL BEARNGS S7-DWN FEREON ARE RiATIVE TO T7E SOUTH LINE OF Tl£ AD?TFEASr QUARTER NE.1/4) CF SEC77ON 4, TOWAG4P 46 SOUTH RANGE 4 EAST HAVBJC AN ASSLAIED E1EARIC OF N89°7438'E . NOME THS PLAT, AS RECORDED IN ITS G,RAPHC FORA( IS 77E GFRCIAL DEFYC77ON OF 77E S(.6 ODD LANDS LESCRED IfREN AAD WILL IN AD CM(WTANCES EL SU3%ANTEO IN AUTHORTY BY ANY OTTER GR4PHC OR A'OYTAL FORM OF 77-E PLAT. T7£RE MAY BE AD017DVAL RESTR/CDOIS 77-IAT AR' NOT RECORDED ON THS PLAT 7HAT MAY BE MAD 7N M PLBUC RECM9S 01 PALM LEACH COUNTY, FLORDA. TIE TOWN OF GLCF STREAM IS bEREBY GRAN7ED 77E M6HT OF ACCESS FOR E&ERGl7VCY ANC MAINTENANCE P1.RADSEs THS /ACTRLAIEWT WAS PREPARED BY PALL D. ETGYE, IN RE 011RCE OF OERIEN RIM? & OEREN INC" 955 NW. 17TH AVEM.E, SLATE K-4 DELRAY BEACY{ FLORIDA 33445 (561) 276-4501 PERMAEENT REFEInCE MOV&7VTS ARE SEDWN ThUS- Q RV E SHALL BE NO BADNGS OR ANY IOC OF CONSTRLGDON PLACED ON W47ER SEWER OR DRA/NAGE EASE &NTS AV STR(. n RES SHALL BE PLACED WINN A HORIZONTAL DISTANCE OF 10 FEET FROM ANY DOS77AG OR PROPOSED TOWN OF GULF STREAM MA/NTAAED WATER SEWER OR DRAWAGE FACLI77ES CONSTRLC77ON OR LAADSCAPYNG L.POIV MAINTENANCE OR MAINTENANCE ACCESS EASRENTS MST EE 4V COAFCY7INANGE WITH ALL BULDM AAD 2MM CODS AAV/OR ORMANCES OF PE TOWN OF GILF STREAM TFERE SHALL BE AV TREES OR S7 RLW PLACED ON UTILITY EASEMNTS WHCH ARE FROV700 FOR WATER AND SEWER L15E OR UPON DRANAEE EASSkENTS LANDSCARNG ON ANY O7FER UT7LIlY EASEAENTS SHALL BE ALLOWED DAL AFTER CAVSENT OF ALL U77UTY COVPANES OCCL.PYAG SAAE INSTRLWITS OF RECORD AS 9 OWN hI EON ARE RECORDED IN 77E RWC RECORDS OF PALM BEACH COUNTY, FLORDA (.LOESS STATED OThWNSE. S.89°14 58"W. joCo0' 0T 1200.78' 138.00' 138.00, 138.00' 138.00' 138.00' 156.00' 227.66' LM75 OF FLAT LMTS OF PLAT ti oP oQ �b 7 �� � LOT 1 os LOT 2 os LOT 8 2� LOT 4 O of a LOT 5 AREA = 1�560 SG FT. CZ LOT 6 AREA = 17,375 SO. FT. z LOT AREA = 2�530 SG FT i AREA = r,560 SO FT. N AREA = 14560 SQ. FT. N o AREA = Yy560 S'0. FT. o AREA = IC560 SO FT N Q r z C-14 h 3 Ay CUEC_lj -- 138. ---- 00' .�- -- �- �, 9309, C-10 C-11 148.78' h e 3 TRACT " A „ _ ___-_-_-_-_-_-_-_-_-_-_-___A-4G406512 s3�2tT H69^14 . _ _ _ _ _ _ BLUEWATER COVE 80994N89.9581E r R A c r " A" FT. - _ �P.CP.& ATEA = p 3 i TRACT 'b" 2920 SO FT. 4 1� 80991' N69*KW t -1 -12 09VTER OF SAc / 144.55' ses^xsew Quo^ �1 Q ------ ----- ---- ----- - _ ----� ac-LE / v GUE C-17 / -16 0 N LOT i4 0 LOT 18 0 LOT f2 6p LOT 11 0 LOT f0 L;560 SYJ. FT. oQ LOT 8 A/EA = AS502 SO FT. LOT 8 AREA = 22456 S0. F7. 05 of �' ARc.4 = E,560 S0. FT. F7: OO AREA = 7f560 S0. FT. OV AIEA = 4560 SO. FT. N b AREA = N 0 P LMTS OF PLAT 138.00' 1Y URUTY / LMTS OF PLAT. /C' � 3 i� L WLy� I EASEMEN&T ACRI 91 . cK FT ' 51$. 80"�Oa PA£ �ORRsB 61) A VEM.E AU SOLEIL (Z N 0 T PLATTED l RaiY of w Yam) LAfTs LK PUT (NOT IACL1 CED) TRACT A- ¢unnrewmoirRuralaczA v,� ° PLACE AU SOLEIL L O T 9 3 L O T 9 2 ADDITION NO. 1 (pPLACE AU SOLDL (PLACE AU SOLE7L O N (RAT BOOK 27, PA6E 69) (PLAT BOCK 27,, PAGE 69) (PLAT WC K 3A PAGE 164) ^ 5.00' N89°14'58'E W. LPE OF PLACE AU SLYBL (RAT B" 27, PACE 69) 5SQ PAGE 924 & ORB K327, PACE 7I26/:JO 72' UTLITY EASOWNT (ORS 6327, PAGE U28) - NOT PLATTED I NOT PLATTED (NOT ACLU)ED) UTiTTY FASO.f)JT (ORB. 554 PAGE W32 & ORS 5M PACE 61) LOT 91 L 0 T 90 L 0 T 89 PLACE AU SOLE/L PLACE AU SOLDL PLACEA i PACE (RAT BOCYK 27, PAGE 69) (HA QA7K 27, PAGE 69) (HA69) 1P' UTUTY EA5EAFNT (ORS 5va P. T 88 LOT 8 AU SOLEIL PLACE AU SOL )OK 27,, PACE 69) (HAT BOOK 27, PAG OF PLAT �TY EAS'EAfTIr (ORB SSB, PAGE 1924 & ORB V327, PAGE Tred) 5 SOUTH LAE OF NE1/40F SECT4/46/43 SG00' WEST ION N 0 T P L A T T E D \ 12' UTL7Y EASO&?ff - (C&A W27 PAGE 1/2B) i&ORB 5Li PACE 61) - - - ¢ urunrwvnw ffuT ant n, v�¢ �e) LOT 86 LOT 85 (PLAT B" z7 a�s9) (RAPLACE 27, a�69) ADDITIONAL SITE DATA SITE LOCATION GULFSTREAM ARCHITECTURAL STYLE ANGLO CARIBBEAN LOT COVERAGE 5.460116,SE0= 32.97% PERVIOUSAREA 1.9.116.%D SO." 8.26% IMPERVIOUS AREA 8,56E 116.560 SQ.FT=51.74% SETBACKS SETBACKS FRONTSETBACK REAR SETBACK SIDESETBACK MAXIMUM HT. REQUIRED PROVIDED 3U-0- 30A' 20'-W 22'-2- 15'41'(MIN. 30%OF LOT WIDTH) W-8'EASTI lS-Y WEST 24'TO RIDGE 21'-T TOWN OF GULF STREAM GROSS LOT AREA 16,560 SOFT. 10.380 ACRES EFFECTIVE LOT AREA 16.551) SOFT. 10.3W ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING 050. FT 0SO." 4.243 SOFT 4.243 SQ.FT CEILING OVER 1T(DOUBLE) 0SQ.FT DSO." 0SO." 050, FT 2N'DFLOORLIVING 1,362i3.799=35.8% 0SQFT OSO.FT 0SO." 0SQ.FT iST FL00R COVERED (PORCHES, OVERHANGS - 2112-) 0 SO FT 0 SO.FT 679 SOFT 679 SQ.FT 2ND FLOOR COVERED OSO.FT 0SO.FT 0SOFT )SO., AWNINGS -3'AND SCREEN ENCLOSURE (AT 50%) pSQ.FT pSO.FT OSQ.FT 050.FT GARAGE 0 SQ.FT 0 SC.FT 539 SQ.FT 539 SO." OUTBUILDING 0SOFT 0SO.FT OSOFT OSO.FT FLOOR AREA - PROPOSED OSOFT 0SO.FT 5,480 SOFT 5,460 O.FT FIRST 20,D00 x .33 5,469 SO." 0 SO'" OVER 20,000 x .EI ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL 5,484.8 SQ.FT TOTAL HARDSCAPE AREA 2847 SOFT 3,108SO.FT 8,005 SOFT REQUIREDLANDSCAPEAREA (LOT SIZE x 40%j ACTUAL % LANDSCAPE AREA 6,624 SOFT ] T90 SOFT 4'SELF- l ALUMINUM 2A-01 / Lot 14 LAYOUT & MATERIALS PLAN SCA 0 8' 16' 32' JSING GATE AND 4' HIGH FENCE, BRONZE COLOR ANSIDE GREY 4'vW.2&W PAVERS CUNNING BEND PATTERN WI COURSE BORDER, ON' COMPACTED Z LCL G W lL< ct) O LL Lu I L y (D W �Nl � < Lu wx W L� 0 1 r A� O W O }J D � E w N M OI V 10 LLo 0a3 W �=-� u CC uv 1--1 SN N � N m ^ L L av pPZ O Lu ao � u_ O Ln 4 � � O pD O J E; w LOUIS WAS VLAHOS LANDSCAPE ARCHITECT LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: LIV DATE: 09.08.21 SCALE: 1"=6 -D" SHEET NO. SL-1 LANDSCAPE REQUIREMENTS_ LOT 14 SINGLE FAMILY TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 16573 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8568 SF (51.709/6) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 8005 SF (48.30%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED(Cx.20) 1601 SF E. AREAOF SHRUBS AND GROUND COVER PROVIDED 2200+SF F. NATIVE VEGETATION REQUIRED (Ox.25) 400 SF G. NATIVE VEGETATION PROVIDED 450+ SP H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A 12500-H) 7 TREES J. TOTAL TREES PROVIDED 19TREES K. TOTAL NATIVE TREES REQUIRED (H+i x .50) 4 TREES L. TOTAL NATIVE TREES PROVIDED 13 TREES PLANT LIST LOT 14-MODEL 2A SINGLE FAMILY CITY OF DELRAY BEACH. FL KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED QV 3 Quereus Virginians/ Live Oak 16-OA, TCT, 4'CAL, full (native) CE 6 Conocarpus Erectus/ green Buttonwood 14'OA, 6'CT, 2'CAL, STD, full (native) CD 1 Coccoloba Diversifolia/Pidgeon Plum 14'OA, 6'CT, TCAL, STD, full (native) ILE 3 Ilex EaglestonelEaglestone Holly 12'OA, GCT, 2'CAL, STD, full (native) BOS 4 Bougainvillea Speciosa Fuchea TOA, STD, full (drought) LIG 2 Ligustrum Lucidum/Ligustrum Tree 8'x8'OA, multi, full (drought) MAG 4 Magnolia Little Gem/Little Gem Magnolia 5-60A, STD, match, full (native) AP3 2 Archontophoenix Alexandme!King Alexander 16'OA,TRPL, full (drought) MP2 5 Veitchla MontgomerianalMentgamery Palm 14'OA, DBL, full (drought) ACCENTS PR3 2 Phoenix RoebelleniiiPygmy Date Palm 8'OA, TRPL. full (drought) PR2 1 Phoenix RoebelleniiiPygmy Date Palm 8'OA, DEL, full (drought) PR3 1 Phoenix Rcebellenii/Pygmy Date Palm 8'OA, SOL, full (drought) SKY 4 Ilex Crenata'Sky Pencil'/Sky Pencil Holly 4-60A, full (native) MON 6 Minstera Deliclosa/Bread Fruit Plant 3GAL, 30" OA, full (drought) YUA 20 Yucca AltemifolialSoft Tip Yucca 3 GAL, 18"OA, full (very draught) YUE 3 Yucca Elephantipes/Spineless Yucca &OA, 3-4 trunk, full (very drought) AGA 7 Agave AngestifoliaNariegated Agave 30" OA, full (very drought) LP 2 Rh -phis Excelsa/Lady Palm 4-60A, multi, full (drought) CAL 10 Callathea Zebrina/Zebra Callathes 3 GAL, 24-OA, 30-OC. full ALC 10 Alocasia Califomious/Caldemia Alocasia 3GAL, 24"OA, full (non -drought) SAN 4 Sarre-leda Tdflscata Zeylanica 3 GAL, 24" OA, 30" OC, full (very drought) SHRUBS & GROUNDCOVERS CL4 145 Clusea Gultifers/Small Leaf Clusea 460A, 30'OC, full (native) PO4 56 Podocarpus MakiiMaki Yew 7GAL, 340A, 2-OC, full (very drought) PIT 32 Pittespomm Tobin/Green Piaospomm 3 GAL, 24" CA, 24" OC, full (drought) SOI 9 Droceana Reflexa/Song of India 3 GAL, 24' OA 24" OC, full (drought) HIB 19 Hibiscus Mona LoalWhile Hibiscus 3 GAL, 24" OA, 24" OC, full (non-drought)PP 98 Podocarpus Pringles/Dwad Podocarpus 3 GAL, 14.OA, 20" OC, full (drought) CLN 224 Clusea Nana/Dwarf pitch Apple 3 GAL, 14" OA. 20" OC, full (tlrought) LIR 160 Liriope Big Blue/Big Blue Lilytud 1 GAL, 10- OA, 16- OC, full (drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant plants indicated per Xedscape Plant Guide II GENERAL PLANTING NOTES 1. All planting notes to be Florida N7 grade or better as stated in *grades and standards for nursery plants' part I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of instalmfi— 5. All planting beds to receive three (3) inches of maleluca, recycled bark or other mulch, type "B', or be (no cypress mulch) 6. All planting areas must be irrigated to provide (100% coverage & 100%overlap) by an automatic irrigation w/water sensor system Installed by certified irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanical equipment must be screened on three sides w/o hedge, solid fence or wall to a height minimum 6" above the item. 9. All underground utilities should be located 48 hours prior to commencement of landscape constructio The Landscape and/or Irrigation contractor is responsible to call toll free 1.800.432AT70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within Wo-thres (2-3) inches of final grade. 11. In case of discrepancies, the landscape plan takes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 ft, separates all trees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibility within 2.5' and 6' above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to City of Delray Beach Standard LD 1.1 & LD 1.2. 17. No plantings shall be planted over ex61tration trenches. 0 SITE LANDSCAPE PLAN SCALE: 1"-8'-0" 65- CL4, BUFFER HEDGE r 18- PIT 4-CE, 14'OA, BUFFER TREES. 3-QV, 160A, BUFFER TREE SO- CL4, BUFFER HEDGE ATE ANO 4' HIGH 6RONZECOLOR 3-QV, 16'OA, STREETSCAPE TREE Z L J C IL W W W OU Q LL v -1 �U^, v Q W N QJ Z Lll p c\, co J G J 00 ° C1) m (� E 10 E N u .p pro c ra c o= fa LL o � 3 cD War Iuit CC Ou,v - ^ 1-H Nm N �r6mn yr +3C co m: c ur, r c LC 0 LJO D d V�o�oo u{� r Q P Z 4t�v�i reo i..r 2)—6�O W no C2 row Q UL O Q^aQd dv cc j o uo m v C f 2 to 'm LOUIS ILIAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: UV DATE: 09.08.21 SCALE: 1"=8'-0" SHEET NO. LP-1 O DO NOT CUT LEADER ,r� PRUNE DAMAGED OR DEAD 060 q Wo vLANTiDIMNC AS DIRECTED SEE NOTE 0,J01DO��L�U �O 0 0000 (`)vV n, O BY THE LANDSCAPE ARCHITECT �1 DOUBLE STRAND 412 GAUGE WIRE Q �" WITHW4'ORUBBER HOSE. W O p� 0 p 0' y '0'LB p0000 0'y 0 0 0 0 3 PER TREE AT00 DUAL SPACING, 8 Bo 1S G, 0 0 OO 0 MULCH 'DEEP O 0 0 3 O 4 O O O n o g d SEE 0 ( SPECS.) W 0 O SO � g gx MULCH, a• DEEP 0 0 II AS SPECIFIED 3" BASIN FOR WATERING.­XZ FLUORESCENT EXISTING SOIL ORANGE ORANGE MARKER 'SET TRUNK FLAIR OR TOP ROOT 01• �10 PBGVE SURROUNDING FINISH GRACE. UNTIE BURLAP 1G FROM BASE OF TRUNKSALL TRIM 113 FROM CROWN. WIRE BASKETS REMOVE 112 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 7x2'x2' STAKE. TOP TO BE Z' MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. NOTE: SET ROOTBALL ON UNDISTURBED SOIL. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE 'TREE SLPPORTSTOBEREMOVEDINSMONTISFOR WILLVARYACCOROING TO SPECIES AND HABRATOF GROWTH SOTHATNATURE PLANTSW'ILL NOT TREES AND 12 MONTHS FOR PAWS OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL 0 00e q OD UOO •UU/�rLyOss/0(`i�I���jr�Q/ �D B66 PROTECT TREE WITH 3:4'0 DBL. STRAND NO. 12 GALVANIZED 1VY'1 RUBBER HOSE GUY WIRE (MIN. 3 PER TREE) 3' DEEP LAYER OF RED FLAGGING TAPE 0 PROVED MULCH ON BRACE PLANT MATERIAL SHALL NOT BE BE W DEEP LAYER OF PRUNE TMATERIALSH INSTALLATION AFTER PLANTS HAVE BEEN INSTALLED, BACKFILL WITH PLANTING SOIL 2'x4•X6'-0'STAKES APPROVED MULCH ep0 4�q 0 `U6 a 0 EACH PLANT SHALL BE PRUNED 0U Tp�� FOR UNIFORMITY. (3 PER TREE) SOIL BERM FOR WATERING BASIN BACKFILL WITH PLANTING SOIL 0"' SET TRUNK FLAIR OR TOP ROOTT-1-ABOVE SURROUNDING FINISH GRADE 1 STAKES TO BE 18" - BELOW PIT IN EXISTING GRANULAR FILL MATERIAL OR WATEL BERM FOR RING ERING BASIN GRANULAR FIL - - jr 'I SUBGRADE EXITING GRADE MATERIAL, OR - EwsTINccftADE II -III -II UNEXCAVATED 2x ROOTBALL SIZE FOR SUPPORT 'SET TRUNK FLAIR IXi TOP ROOT 0'-Y ABOVE SURROUNDING FINISH GRADE, UNTIE BURLAP 113 FROM BASE OF TRUNK/BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1.7 FROM CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 1. FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2r' cal. and under) PLANTING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1G FROM BASE OF TRUNKMALL TRIM 1n FROM CROWN. WARE BASKETS REMOVE I— OM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR SUPPORTSMONTHSTO TREES FOR PAWS zr� TOE NAIL SPACE -/W WOOD BATTENTTCN RED FLAGGING TAPE ON GRACE METAL STRAPS SECURING 2Y4'`TROD $ ;3 TOTAL) AiLN 5 LAYERS BURLAP DRIPLINE ! I 3' DEEP IAYER OF NO ENTRY APPROVED MULCH NO STORAGE BACKFILL WITH PLANTING SOIL NO DRIP LINE BARRICADE OF ORANGE SOIL BERM TO HOLD WATER ENCROACHMENT 'FENSOR-HIGH VISIBILITY MESH Yx2'x4' WOOD STAKE 4' HIGH FENCE P.T DRIP LINE FENCESUPPORTS SPACED S'APART GRANULAR FILL 2'x4'x12' FOOT PAD FOR MATERIAL OR EXISTING GRADE :ABA FIERSNALL SE INS7ALIED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CONDITIONS SUCH AS SAND, BURIED - THE BARRIER SHALL EXTEND TO THE DRIPLINE. THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE UNEXCAVATED SUPPORTFOR - CLEANING OF ANY EOUIPMENT -IN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FLAIR OR TOP ROOT ABOVE SURROUNDING FINISH GRADE. 0r0� UNTIE BURLAP 1:3 FROM BASE OF TRUNKIBALL /L vD rDr.- TRIM i!3 FROP CROWN. WIREBASKETS REMOVE OF BILL AND SYNTHETIC BURLAP �� �pTO`p9oWV1LT)`[aD_J(Y�V11(JIL�ru.�1lEREMOVED COMPLETELY �0 U 0'4 ��PRO TECTTREEWITH3i4"0 DBL. STRAND NO.12 GALVANIZED RUBBER HOSE GUY WIRE MIN.3 PER TREE fl 3'DEEP LAYER OF U RED FLAGGING TAP 0 APPROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL OMe01 (3£ NOIkS OF1aR) SOIL BERM FOR WATERING BASIN STAKE III STAKES TO BE 16' GRANULAR FILL BELOW P TIN EXISTING - LTC)F Ma')A4116 SUBGRADE MATERIAL EXISTING GRADE NOTES UNEXCAVATED B' BALL 9" FOR SUPPORT 1. ALL ROOT BIMRdis SIAtI. K f' gMMY RNY ALL CT' FAOIIIFS NOTES 'PLANTING I THE DIAMETER BE REMOVED IN 6 MONTHS FOR TOMONTHS a w m rnsB1e niRm w sival"a N�Irooi Iusuns wu Dn�n o• Isaltr Rmu uL mY F.mna F Its PORT 6 IHIl ES T FAHOLESAN 2 ANDUPPORTS AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS ROOT B LL TREES AT THE BOTTOIA;DEPTH PER CITY REQUIREMENTS & woT mA�i9 SIWr. OT IYNN �" DrID� Fflmtels waJAx �� � , HDiltB aANm15 SNNL K ]a' PN05 etaMaJm R AmamArla 1ROR g.w..Acpbma SMALL TREE (2' Cai, and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LID 1.2 GENERAL NOTES: 1. PLANT MATERIAL TER L. All,lent melerlel a FlIe Florida pt or beter established by'Gretles -tl SmndaNSlorNusery PbnS'or the staled Fbritla. Depamnenl or Agdmllura. � 2. All trees, shrubs and grouMcovers shall be or Na, sizes as sp.,f d in the Plant List. 3. Ouanlities lialetl on fa the Plant Liat era for estimating purposes. Contrector,hall... y all anitlea. MukM1 t i I W ,apse. eNllzer, de. shell be inclMsl in its unit cost of the plants. 4. Where there h o dkcrep.d, either In quanlitles, plant dames, slabs a, sp,, AV tl ba- the plan or plan list, the pb, takes precedm 5. All planting beds aM w IP, baIr. for bens ..It be,weed with a 3' minimum depf cl MreMed eumlypNs a other orgark mulch Bratla'B' or better, 6. The fngng Plan had be installed In campiianm with all exiser,, City codas and eP,lkable deed reatMnona. 7. SGD: Ad- vet used for buibirgs, vehicular um area; walks or plaiting batls sha'I be gassed. Grassingshallext-dtoaryabufngstreet pavementedgeandtothamean dedre of any abutting moat lake or waterway. 5M to be Brad. 'A weed free. All areas marked L W.Hag De S:.-guatine'Florelam.' solid sm The Dry Retention arm shall be'Bahb..as' I'Pespalum Nctalum'. All sod shall be set -.1 UgM and even,log plan',, beds. Landampa mrmamr b resppnsiNe rcr prpvidrg dash own scaare rootage lakmrfa and fish verifim:ion b porde 100%satl mverege of all areas spwifietl S PLANTING SOIL'. All bee, entl shahs still be plantetl'M[h a minimlm of 12' iopadl around end bemef Iha roolball. MinMum ropsdl shall be 6' fw grw:Mmver areas, 4' (or seedetl Bass asa aM 2' for soddetl grass auras. 8. Pbnfg bad to ba a reed -gee NY of SO %sand. 40 %suck, and 10 %Canadian pead- "a"' ma;edal m remNa plardrg 111 as per d-ib. PI: da ma ba.", Ira all, --sad pI PI C tPl R IP Ida Ud hl be bkrlletl'h B0 %Rada.dd2o ­kmix da-:'Ih exiMm all free M=it and debris. Born I.Itaa scecbs shad be hackd. 10 C-trwbr's resmnsible /or delermnig all utility krcab-s end instilling facikties so as b m: mNlkl. All I,", to oxbUn, Vdl111 or impmvemonts mused by C-cede Mal ba repaired It no addifonal dart to lHa Owner. 11. Cwt-ta, I ncUy'Sur W a11$OC-638-0097 (48) dwurs prier W digging for undaryrmntl uality IababbIa 1] Contractor shall M ro,-,,.lisle for P,I11g final grads", dell -,-all planting area. 13. ARer final grade, area to be raketl b W depf aM al rack aM fareigr inorganic malerals removed oM disposed at prapady og-clta. 14. Al planting lobs to W hats dug exmpt where d-Hine dug hales w11 mt.d.,ka••,y affect a damage utilities or impmv .H. (see,,ate a). 15. No DWnging of arty hea or palm wiY be accepted. A I pti da t be planted w/ Wok Ralf a surfacer 110 % above g1d. riper City required-'s). 16 Contractor 1b,11 &eke & guy all trees and palms at t',me of planb,g as per the appraprale tla6il. C.dIadPr •I resp-sible for No ad -Wave adav, remb or all slaking end gu0,9 d,,M warenty period. 17 All Parking Islands measumg less 111-11 fml (indudlrg curbs) due k Wming mdi regeiremenb ,hall nave mcl bemers insldlM agamm me fun penmeler grfeidand. al Ilmafi,N shall be axmvdatl tram Islands b a depf of 2-t12 feel entl badAllbtl with the ,pacified Clanling mix. 18.Fedilizerfor grass areasshell LbNPK161$®12.5 lbs11 C00 J. d, B451baWN. N Pgen50 %slow releasI form &ladd.1 to etdude.-rid., miaonufents. 19. SUBSTITUTIONS AND CHANGES: Al'. s bdulton. and changes aNdi f approved in ­W prior to insfllation. Any darepencies belwmn lada, Ill. aM apw?moons abed M brought b:M Ida-I.Ie d alabd of the NMI-, the owner end The Town of Gulfsgearn. 20. WATERING: AN plant material shah be waiemtl n at Umo of pl,,bM I, acmdance wit standard d.-N p-da., d addk!-, C-Im,wr wit mng..a walerirg It pant material v 1 sub,hnlbl completion end as nmdad fareafr fora peal,!,( 2 months. 21. EXISTING MATERIAL: NI aristig material stall be brought b anent airy dada slaMards. all existing hedges must be mntirums as required. 22 DRAINAGE EASEMENT: Wallis,, approval must be ohti rail fmm I.I water -nag-,ant dsdd prior I. plant,,, within the drainage easement. 23. All new plan matelot shall be guaanbed for 1 year from limo of faI amaptanm of pmlect. Any pbd malelal apt in a healthy g,mM mntlifion wI be repiamd by the Corbadoral roaddt- I=db,fo OwnerwllhinlD,aya Afndi1m In. Fwall -ant la lariat fewertan rind sh&I be exlentletlan atltlitional 45 da be ntl Its origbal wart-ry period. Wanenty is n,Il and vaid for plant -.1.1 which is dam gad w dies as a result of •acts of God' limited to hail, freeze, -lb automobib elan,,, - ___Ho 75 mph a, H.Pd by the Amami Hunim,e Cenlar. Alit afat!ean or are blown over, caused by wind, less then 75 mph, will ba reset and brand by the Cprerador at m admd-ai -1 b the owner. 24. Type -curbing and wheal stops sta'.I be prwbed!,, the V.UA. Refar to Pwn,, and drelnage tletaY ,heat fa debt of type •D" curb and wheal atop. 25. The successful bidder shell furnish b the C,r , a unit price breakdown fa, aY maleriela. Tha Omar may, at its dlsvelion, add or delete fmm the mat -a, u dM the -it prim brbalb,- ndidetl. 26. No plant melenal wit It, accepted showing ovitlenca d mist,, Etta. marks, equipment cars. or ofervnse damaged. 27. Pleat maler d will not be accepted whm the bad d,,dh su ,X! AT Rs coals tee ban ,racked, baker or otherwise damaged. 28. Red-pr,ne ed beea a rxnlan- of IN) weeks Pais, W pladirg 29. Tim Orates Mall be pcsiti.d.. b mad In the mailer of trewrell and M1eve unirarm apadrg ants-Iside edgm It -"I. dsMY III..... uIdialed,n plans a, and leveled m rm-dng pav-,nil -dam. bile,, alms eagle frame, In mn.,ata fah aM bv,led wit surroundng Pam, xdem, maintain gush and leveled at I t!mea. O. All landail .Parea wlll be YrI9.W by- wheM.-d, adcmaik, rust-1- ingatim system ProvH.ng 1W %average and 100 %spray ,vamp. The system shall be mainla gmd_9,tier aMd ,;ned Io mdlmize w ., an MpeMous aa-aM dal Pv My waRwayb. A rain sansar device.. be irelallad b override the rogation qda of fa system when Adequate ralnbil ha warted. 31. Had, maferWl ..It ba p..I.d equal to tha height of all dump.brs, trarsfamers, :rechar3ml eadpmed aM -1 gnats (reeIII III ng uU6y equipment a, aKbmres. 32. All plats rmlelal planted W, the sight di­Inad,Ile area I­pbo) shill provide unobct-W ao a1bifty at a hMmnti! Iwel ba- 30 in,hoa artl 6 feet above adja an, sireel grade. 33. Ne campy flees shall ba planted within 151ee101 a dghl pile. No Dalm species shall ba ptinbtl wife B feel d a fight pub. 34. Ground cover plantings shall provide not bss fan permnt mveraga immedably upon pbntlng eM 100 Percen[ ooverego wkhin 3 marts aRer planting. 35. Trm prntwllon bammdes shAll ba p--.-rd existlrg I— fat may be ImpaUM by the 11. dtl m.d by Ibn. Plwro a10 mndmdipn a tree polecgon oartimde insmcU- shallbamndudelis pda..dpearmged,omarar governing municipality. Rabid landscape detil M tree prezervabm bartkade fend,,,. 36. Trm remwal'relomlion permits must W obtained for a t1dg Yeas W be -,ad or III-. 37, In All pedesllen Areas, dl b..... tl palms shalt be mabdrd,d to allow fa, Gear pasa,a at an 6 fml,tear tank. 3a. Quantities shown on - plan list take Precedenm war mw Ascrepadd.. between fa plans and plant list 3 ). Proposed banns shall not aimed a 3.1 bPa. 40. All plank are b Da KIP &easel with a minimum 3' layer ad Mableum mulch, Eu ,p.. muldt a, equal. M0.1, 16' bayond plantings. 41, All Landsmpo .,.I are to be provided with. -I. spm,J., system which will provide 1,%PP, raga and 100%overlap. All im dol F4 gs and head wnnwfons will f purple pipe, Sch 40 PVC 42. Tams In Lawn arm are b receive a 24- di 43. Rain aewa, is reW'red entl shall be no over,pray- any walkways or sole-, "Canbador mast Distil,, Ianbsmpe, irrga6- aM gee removal Parmua. 45. Trees shad Da planted 4' fmm IN untlmgrmM ulilhy lima . WIN— approved will be ,Maned from all .lily companies for the III-ad!ireea in fe la kls ,PI ea-.m:s prior It, build, PemU and approval fmm the TP- d Gkdat ern. 46, Landsmp,g Ic be Goa. T-6• o/ hnnl aM sides and 4' belting all fire hydrants, yp. sunsnlne state OINE CALL of florid, g8#Know what's below. Call before vo