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1679 ATLANTIC BEACH DR - NEW RESIDENCE SITE DRAWINGS N 1 I N w BRICK BANDS , DOUBLE Z SET 0 GROUT BASE Z Q GROUT • COURSE SET ON 4" CONCRETE BA(1')"E _. _ _ _ Z U / 1---t Q Q m COORDINATE S ZE OF BRICK ` tl� Approximate locate�� of approximate location of ` AND GROUT W TH 5"� Live Oak O w 4 Llve Oak / � / � � > CONCRETE CONTRACTOR — 4- Q/_ O >_ I I — 1 � � � AND PAVER C NTRACTOR �- w � COORDINATE GROUT DIMENSIONS SMOOTH TROWELED BORDER C- o Course :r UJC: Existing Downward Slopes � � WITH CONCRET DIMENSIONS. WITH 6" AND 2" _ 1 aN Z W � Z DOUBLE BORDER CONCRETE OOL — O U>iZ SMOOTH TROWELED BORDER 0_ Q o ' FINISHED GRADE FLUSH X � " � TOOLED TOOLED 80. 00 U z Z = EDGES WITH TOP OF DRIVEWAYW UJ W o EDGES f7 1 577 CONTINUOUS _ _ 6 TOOLED Sod 3 HM 3 x--11„1 -' LL w 1 4)) R 2 6 18- F5 w � / ( . z Qf o ROCK EDGES ROCK L Q TYP TO 0 L E D Sod . Sod e Sod 2 - 6 O ct z0 ( SALT SALT 1 NO — (n I s0 'J: EDGES Z = Z FINISH FINISH GRADE _ _ • ' , J .- r ::• — o I I I=11 I • • .:, . :.�.; _ I I I=11 I 4 1 4 R _---- � -N D � — — — Q Z 1=1 — :4: (TYP) Q) f/T_ UJ �- I 11,1 W o ILII o P D G A . . I I_I • I _ FT � Q- III= ____ ______—_—__==III CONTINUOUS _ — — — — — — — — — = I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I- � �� _ U a I—III III—III I I I—I 11—I I I—III—I I —III—III—III=III-11 I I I 1 5 F Q FF!C E Cts PY � l� � Z 1 - 5F _ _ _ - - o - CONCRETE SHALL BE 3000 PSI , MIN . SLUMP 5 Z Q • 5renna n Residence e j�2t VErD ,mss �T8.r� � w >- o �� > mV) 12 COMPACTED SUBGRADE MINIMUM L. B. R. 40, MAXIMUM PLASTIC INDEX OF 6 II AWMITUALRMEWBUD, ► �, z 0- W TH MODIFIED PROCTOR MAXIMUM DRY DENSITY. COMPACTED TO 98 % MAX. 0 ot 011 0 h*&2AUT z 0- W Q m II N `!-/ --is Q V DE SITY A. A. S. H . T. O. T 180. g- u5 �L i .� Q IL Z L o AC 1ro19 Atlantic Beach Driv a � t�� CD Q) r r l veLu a Sec 1 o� o LU zl_ A C W 0 m z NOT TO SCALE 3 - vO V � � LAJ 3 CA = m 1 - 5 ' 0 0 V Z ll_ w } � 1 /2 _ 1 5F O = Q SEALANT 1 Azo Mo � w 00 ,) - Q R , 4 ' Q­L­1�------- . 0 i. I z Q °l . 1 NO PANSION INT - - - } U - - - � Q � TOOLED .� dj � � � ��� �. . _ 7 d' `' •' • Q z EDGES d. . . . MATERIAL . . . O77 : d. I. � � • • • - - - • • • 1 Z Z 1 /4 R 0 F- TYP .:.. . 'CfJ :.' Cr Q ( _ � 111 I I Sod 3 5 Q) _ w J RGW -TV6 'E'Ex dnsion oint I °.• U-1 1�- 1 z CONCRE E SHALL BE 3000 PSI MIN . SLUMP 5" p J Z II � � � U � �- = o abutting garage I ( .' � - , . '.,d ' slab and abutting ;.3 - _ ,— z a O ste s. 1 + v Q w z T to I I I I Lo11'1 O � O�t�O� X �'1 S I O�'1 J O I f'1 t p I - ,1� Double brick band (t Ica l� E ' �p - yp p - 13 W - 3 TD I'I . leo T ,� a d tails 2 5 - 515 (See d r i ew y e Q) — v opo Q (I . . a.• � ,: � . L � ( > Z P NOT TO SCALE 3 Azv I I` °Q 1 - U Q t e E �3 ,� Cr _3 3 _ N I yp -o- (P ), Q) W Q Z o . 1 8 - r - z / - I I - 1 border continuous W - 1 NO 3 _ T ,� .� , °Q • Smooth trowe ed Q. ype : 1 U I Z o I fi (See driveway detail) OL >- � II 3 _ TD cn o QI -mco; oaG .�a.lt 1= nisi. o Coor tc� . p ; 3 — 5 _ J e 1 • Q ,..•• ,: . Via,: . UJI Zn w 1 1 /2 �' x 3 _ , w o 10 10 Z Sod Sod .. . LLJ o >> J.E.A.—EasementCn x ' 02 1 - HM a. I + • CORC WM i FDA > 0- o o d, •• Trarlsfor er ' a A roximate location of . nI Sod + p P U Q z 7.5' J.E.A. Easem en t w Comcast Conduit NOTE: YPE "D JOINT MAY BE EITHER TOOLED - - - - — H Q J °. -' z Q I N WET CONCRETE OR SAWCU T WITHIN 18 HOUR S pproximate location of 80. 00 ' Z � J TBcT Conduit 23 -M�' Sod + � OF PLA EM EN T OF CON CRETE. Sod o r Q Q Q z + + Approximate location of N — LU W ? cn )) SCALE: � 0 5 UJ CONCRETE SHALL BE 3000 PSI , MIN . SLUMP 5 Approximate location of Sod Reclaimed Water Meter F Sod I 1" = 10• U Q� = o Reclaimed ater Meter 2 2 1 ~ z Q I I I I , DATE o T J O I f'l t Approximate I cation of 2' >>� 2 _ 1u 3 _ 5 -� 10 1� -201 f Q � Light Pole Atlantic 5each Drive m 0 NOT TO SCALE 3 - DRAWN: 22 - J5 = z Q DISCLAIMER: �� J.DEVINE v 5rick grout set oil Concrete Slab (See Detail) c0 W w Q THESE DRAWINGS WERE PREP RED FOR LANDSCAPE DESIGN PURPOSES ONLY. II _ 0 Z a o v CONSULT A FLORIDA REGIST RED SURVEYOR FOR SPOT ELEVATIONS AND GRADES 5CALE - 1 - 1 O � - J �''rovide bric�C soldier course border as shown. SHEET: w o o Z zz BEFORE CONSTRUCTING ANY TEMS SHOWN ON THIS DRAWING. ALL v J A AND NEED TO BE FIELD 9 7 5 3 1 � O Q LOCATIONS OF OBJECTS SHO N ARE APPROXIM TE w U ff � o > VERIFIED BY A SURVEYOR. ONSULT THE ATLANTIC BEACH BUILDING DEPT. AND Provide 10090 Irrigation Coverage f=ully Automatic Irrigation eystem and provide 11_l � Imm Q Ln w PLANNING AND ZONING DEPA TMENTS BEFORE CONSTRUCTION. PROVIDE A � J o a Rainbird 1404 Bubbler Head to Each Tree typical. See Reclaimed UJater -- O —1 U regulations and provide a II Purple Pipe, purple fittings, and purple heads U o � < /� GRADING PLAN USING ALL S OT ELEVATIONS PROVIDED BY A REGISTERED W SURVEYOR AND PROVIDE PO ITIVE SURFACE DRAINAGE AS NOTED. CONSULT AN ENGINEER 10 8 6 4 2 1 0 2 0 3 0 ` 0 according to all requirements. U AND A FLORIDA LAND SURV OR FOR PROPER GRADING AND DRAINAGE. SCALE I N FEET }- 0 . Landscape Flan � . o N PLANTING NOTES Rainbird XT-100 - .1" (18MM) poly tubing Protect tree bark from hoisting damage chafingguards. Feed guying wire through hose with burlap or cloth straps. Cq CALL FOR UNDER ROUND LOCATES BEFORE YOU DIG - CALL NUMBER 1-800-432-4770 11. SOD TO PROPERTY LINE AND TO SOD LIMIT LINES SHOWN N PLAN. PROVIDE ALL SOLID SOD, g g y g g DISCLAIMER: THIS LANDSCAPE PLAN WAS PREPARED FOR LANDSCAPE PLANTING PURPOSES AND TO NO SPRIGGING OR SEEDING. for tree protection. ACQUIRE A BUILDIN PERMIT FOR THE OWNER. IT IS THE OWNERS RESPONSIBILITY TO CONTRACT A 12. NOTIFY GENERAL_CONTRACTOR AND LANDSCAPE ARCHITECTOF WET SOIL CONDITIONS THAT 2" of Pine Sark Fines mulch applied after fertilizer. 3- 14 Gauge, annealed galvanized steel `Q CERTIFIED ARBORIS FOR A COMPLETE CERTIFICATION OF THE HEALTH OF THE EXISTING TREES SHOWN NIL REQUIRE SOIL AMENDMENT OR DRAINAGE SYSTEMS. DO NO PLANT SHRUBS OR TREES IN WET Provide �' diameter mulched bed around guy wires per tree. Mark each guy wire � w POORLY DRAINED SOILS. with 3- orange survey ribbons for visibility. N ZON THIS PLAN. ES THAT ARE DETERMINED BY THE CERTIFIED ARBORIST TO BE UNHEALTHY OR 13. ALL TOP SOIL PROVIDED BY GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL each tree. (ground 1/4" pine bark fines) followed by .� Z DISEASED, MAY CR ATE A DANGER TO THE PUBLIC HEALTH, SAFETY, AND WELFARE. EXISTING TREES BE FERTILE, READILY CRUMBLED IN HAND, WELL DRAINED SAND LOAM, CLEAN AND FREE OF CLAY 1" of Mini Pine Sark Nuggets. Contractor shall remove guy wires one M: THAT ARE NOT TREATED BY A CERTIFIED ARBORIST, BEFORE, DURING, AND AFTER CONSTRUCTION, MAY LUMPS, STONES, STUMPS, AND ROOTS. �� year from final a cce tance date. U HAVE UNSEEN DAM GE TO THE ROOT ZONE AND MAY BECOME A HAZARD. CONSULT A CERTIFIED 14. PLANTING MIX AFTER ADMIXTURES SHALL HAVE A PH VALE OF BETWEEN 5.5 AND 6.5. CONSULT Place the top of the root ball 4 above y p YOUR COUNTY COOPERATIVE EXTENSION AGENT AND THE UNIVERSITY OF FLORIDA SOIL TESTING 0o ARBORIST FOR TREATMENT AND CERTIFICATION OF HEALTH OF ALL EXISTING TREES SHOWN. LABORATORY (IFAS). existing grade. Fine grade surrounding area Broadcast an 8-8-$, 509'0 organic fertilizer 15. PLANTING MIXTURE - PROVIDE ONE PART CLEAN TOP SOIL TO ONE PART PEAT. TO THIS Z 0 U THE OWNER AND E LANDSCAPE CONTRACTOR ARE RESPONSIBLE FOR MAINTAINING SITE DISTANCES MIX ONE AND ONE HALF POUNDS OF ONE PA WITH 50� ORGAN] FERTILIZER PER CUBIC YARD OF and fine rake new top soil to blend into existing with microelements before mulching. Z FOR DRIVERS TO S E ONCOMING VEHICULAR AND PEDESTRIAN TRAFFIC BY PRUNING UP TREES AND MIXTURE. rade. Extreme care she 11 be taken to keep the • 1� < m PRUNING SHRUBBE Y SO THAT THERE IS CLEAR VISIBILITY BETWEEN 24" ABOVE GRADE AND 8' ABOVE 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND OR DAMAGE g p Planting mixture of 5096 GRACO Plant Mix Q GRADE. (PRUNE EES UP AND PRUNE BUSHES DOWN) OF ANY UNDERGROUND PIPES, CABLE, GAS LINES, WATER LINES, TELEVISION, PHONE LINES, AND root ball intact. Q p ADJUST SHRUBBER AND TREE LOCATIONS TO ENHANCE SITE DISTANCES AT ENTRANCES SEPTIC TANKS. THE LOCATIONS OF PLANTS AS SHOWN ON THE PLANS ARE APPROXIMATE. THE roll High earth saucer around tree to hold water. - mixed with 5090 top soil. � m m AND EXITS. CONS LT THE CITY OR COUNTY MUNICIPAL SAFETY CODES FOR SITE DISTANCES. LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF UNDERGROUND OR g U.l w OVERHEAD OBSTRUCTIONS. THE PLANT MATERIAL MAY BE ADJUSTED WITH APPROVAL FROM THE Landscape contractor shall remove earth saucer 1. SEE LANDSCAPE SPECIFICATIONS (SECTION 02900 - LANDSCAPE DEVELOPMENT) BEFORE ID EXISTING GRADE _ EXISTING GRADE `- O Q BIDDING AND BEFORE COMMENCING WORK. LANDSCAPE ARCHITECT. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. and re-mulch tree upon final acceptance. 1=III�IFIII=III=III=III=1 III- LFII III=III-II�II�III 2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS AND ALL 17. ALL MATERIALS AND WORK FURNISHED BY 1HE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED ISI I I-1 I F I H 11=1 I 1-1 I I- I=I 1 I FOOT O PLANT MATERIALS AND QUANTITIES LISTED ON THESE PLANS BEFORE BIDDING. DISCREPANCIES FOR 120 DAYS FROM THE DATE OF FINAL INSPECTION AND ACC PTANCE EXCEPT FOR TREES. TREES Water daily according to U IFAS _ =1 11=!I�I 11=1 I I-1 I I-1 11=1 I I III- 5ALL I I -I�I I I-1 I�I 11=1 I I 0 Q ? SHALL BE REPOR TO THE LANDSCAPE ARCHITECT BEFORE BIDDING. SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FIN L INSPECTION AND ACCEPTANCE. recommendations until final ecce Lance. T1=1II=III�IFII=1I111-II I = - -1 -I II = III-II�IIIw 3. THE GENERAL C NTRACTOR SHALL PROVIDE A ROUGH GRADE-TO .WITHIN ONE TENTH OF A 18. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIALS DURING THE INSTALLATION p 1 �11_1 I I-III-I I�-I I II=I I I- _ - - _ -I I�I 11-111=III- _I I I-111 � w I I 1 I I-1 I I�11.1 1111 I FII I I -I I_I 11=1 I II-I I FI I I_ - w FOOT OF FINISHED RADE. FINISHED GRADE (TOP OF SOIL) FOR ALL SOD AND PLANTING AREAS AFTER OPERATION UNTIL FINAL ACCEPTANCE. THE LANDSCAPE CONTR CTOR SHALL BE RESPONSIBLE FOR See also local irr i a t ion ordinances. 1=1 I I�I�I I I=III=III-1 I I=I I 1=III- �- = I�I II I=1 I I-I 3- 48" U-G�-IANNL - 14 Gauge Metal, heavy --j = SETTLEMENT SHALL BE FLUSH WITH THE TOP OF ABUTTING CURBS, WALKS, WALLS, AND ABUTMENTS. APPLYING ROUND-UP HERBICIDE AND PRE-EMERGENT HERBICIDE OR EQUIVALENT APPROVED BY g I FI I I=III=I I I�I 1=1 I I=I I FI II=I I I� y THE GENERAL CON ACTOR SHALL BE RESPONSIBLE FOR PROPER SURFACE DRAINAGE OF THE ROUGH THE ENVIRONMENTAL PROTECTION AGENCY AND THE FLORIDA DE ARTMENT OF AGRICULTURE. I=I I IQ I I=I 11=1 I I=I I FI I I=I I I=1 I I�I FI I�I I I=1 I I I I.I I 1=I I FII I FI I I=I I�I I I=I(�I 11=1 I I duty fence post with welded anchor plate. LIJ O Uj GRADE. 19. STAKE ALL TREES ACCORDING TO THE TREE PLANTING DETAIL. THE OWNER IS RESPONSIBLE FOR 1 �� � � Z CALLING THE LANDSCAPE CONTRACTOR WHEN A TREE HAS TILTED. THE LANDSCAPE CONTRACTOR IS Top of post Sha I I be � below existing grade. w Q 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING AND PREPARATION RESPONSIBLE FOR STRAIGHTENING TREES FOR ONE YEAR FROM INAL ACCEPTANCE. > t- FOR PLANTING. E LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPEFLANTING; MULCHED 5ED1= Z SURFACE DRAINAG OF PLANTED AREAS. ANY DISCREPANCY OR OBSTRUCTION OF PROPER 20. STAKE ALL TREES WITH 3, 14 GAUGE, ANNEALED, " GALVA ]ZED STEEL CABLES PER TREE. PROVIDE T fRE DETAIL Q 0 W DRAINAGE OF ROU H GRADE ESTABLISHED BY THE GENERAL CONTRACTOR SHALL BE REPORTED 18MM POLY TUBING AS CHt.FING GUARDS, AND 3 - 48 U-CHA NEL 14 GAUGE METAL FENCE POST TO THE LANDSCAP ARCHITECT BEFORE PLANTING BEGINS. STAKES. MARK EACH GUY WIRE WITH 3 ORANGE SURVEY RIBBONS FOR VISIBILITY. THE LANDSCAPE i? Z = 5. PLANTING ARE S SURROUNDED BY HARDSCAPE SHALL BE DRAINED WITH A MINIMUM 6" ADS CONTRACTOR IS RESPONSIBLE FOR REMOVING GUYS ONE YEAR FROM FINAL ACCEPTANCE. THE OWNER ©G�P�RICxI-IT - J.D1/IN 199 (Not to sca lei cn 00 IPE WITH 12"X12 CATCH BASIN(MIN.) TO APPROVED CATCH BASIN, DRY WELL, OR OUTFALL AREA. IS RESPONSIBLE FOR CALLING THE LANDSCAPE CONTRACTOR TO REMOVE THE GUYS. GUY WIRES CAN Note: After the contractor installs the u wires and the surveyribbon, the owner is resp for making sure that the 3 survey ribbons on each guy wire w f- Q NOTIFY THE LANDS APE ARCHITECT OF PROBLEM DRAINAGE AREAS BEFORE PLANTING. CAUSE GIRDLING OF THE TREE. CALL THE LANDSCAPE CONTRA TOR TO REMOVE THE GUYS AFTER ONE YEAR. gy wonsible g w 6. SEE CITY OF J CKSONVILLE BULEiiN L-01=09 FOR IRRIGATION INSPECTION. PROVIDE THE HOSE BIBS 21. THE OWNER IS RESPONSIBLE FOR CALLING THE LANDSCAPE ARCHITECT FOR FINAL INSPECTION. are visible and in place for the public health, safety and welfare. The contractor is responsible for removing the guy wires one year after final acceptance. U Cr SHOWN ON THE HOE BIB PLAN OR FOLLOW CITY OF JACKSONVILLE INSTRUCTIONS ACCORDING TO BULLETIN FINAL PAYMENT SHALL BE MADE AFTER FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. of OQ L-01-09The owner is also responsible for calling the contractor to remove the guy wires one year after final acceptance. O 22. ALL CHANGES TO PLAN MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. ANY CHANGES V) 0 Z Q .7. ALL PLANTS S LL BE FLORIDA GRADE #1 OR BETTER AS NOTED IN THE FLORIDA DEPARTMENT TO PLANT MATERIAL IN THE BID MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. SUBMIT A OF AGRICULTURE A D CONSUMER SERVICES, "GRADES AND STANDARDS FOR NURSERY PLANTS", BID WITH UNIT PRICES TO THE OWNER AND THE LANDSCAPE ARCHITECT. IF A PLANT OR TREE IS � Uj Q DIVISION OF PLANT INDUSTRY. UNAVAILABLE, SUBMIT AN FNGA NURSERYMAN LETTER STATING UNAVAILABILTY IN THE STATE OF FLORIDA. • O _j 8. MAINTAIN POSIT] SURFACE DRAINAGE THROUGHOUT THE SITE BEFORE AND AFTER SODDING p AND GERMING. 23. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A LANDSCAPE AS-BUILT w w DRAWING THAT IS ACCEPTABLE TO THE CITY OR COUNTY MUNICI ALITY. THE LANDSCAPE CONTRACTOR to Q j F AN9. YEEXIST EON IS NG PRES UNE,E,4ND PRESERVE ALL CLLEAN, AND MULCH E�STING QUALITY TREES, PA METTO,AND GOOD QUALITY IS RESPONSIBLE FOR SUBMITTING EXACT PLANT COUNTS ON THE AS-BUILT DRAWING. DELETIONS OF PLANT W w (/) w UNDERBRUSH, IF A Y FIST ON SITE. SEE CITY AND OR COUNTY TREE ORDINANCE. PROVIDE TREE MATERIALS SHOULD BE NOTED BY THE OWNER AND THE OWNER SHOULD REVIEW UNIT PRICES FOR ANY w w BARRICADES AS RE UIRED BY CITY AND OR COUNTY. IF RETAINING WALLS ARE NOTED ON PLANS REFUND DUE TO THE OWNER. of SEE RETAINING WA DETAIL. " COPYRIGHT 1997 - JAY DEVINE - LANDSCAPE ARCHITECT FLANT I (FRO V I D E FLORIDA 01 TREES AND PLANT MATERIAL) Q 10. MULCH ALL PLANT BEDS WITH A 2 LAYER OF GROUND 1/4- PINE BARK FINES FOLLOWED BY A C :3 Z a- 1" LAYER OF MINI RINE BARK NUGGETS. a QNTY. KED' 50TAN I CAL NAME / COMMON NAME SIZE �1 Z TREES o • > °D Fn 3 LI La erstroemia indica Crape Myrtle (Pink) 10'-ei ht, 3 - I" Trunks Minimum (D � oo � Z GRACO PLANT MIX. The mixture shall have a H factor of between 5.5 and 6.5 after admixtures. Consult ur Count Coo erative �� L a ~ E p y y p recommendations for H 2 MG Magnolia grandiflora / Southern Magnolia 4 Cal., 14 Ht.- 1� Ht. A- , a_ m Uj Extension agent and or the University of Florida (IFAS) Institute of Food and Agricultural services soil teat ng laboratory for soil test reports and recon en p Q adjustment. Set the top of the root ball level with the existing grade except where wet soil conditions wa rant raising the root ball. Do not place soil on top of the root 4" Cal., 14'1-It.- l�o'1-lt. Cn Z) ball. wash in plant mixture with a slow stream of water to fill in all air pockets and voids. 1 QN Quercus netts ilii / Nutta I Oak 1L Q- z o 0 4 SP Sa ba I palmetto / Cabbage Pa Im 12' Clear Trunk W 0 F- 2" Pine Sark fines mulch applied V Z after fertilizer. (1/4" ground pine 5roadcast an S-S-B, 5090 organic fertilizer at the rate of m z bark fines) followed b 1" of 40 pounds per 1000 square feet uniformly over all plant beds. SHRUBS • w o Mini Pine 5rak Nuggets 4 AD Asparagus dens i f lorus 'meyers i i' / Foxta i 1 Fern 12 11 Ht., 3 Ga I. f- > OFFICE COPY Z 5 _ M 3 AZ Alpinia zerumet / finger Lily 3Ga I. 24Cu� •- 0 w � 11 AZV Alpinia zerumet variegate / Variegated Ginger Lily 3Ga 1. 2411 ♦, X: Q c_n Provide strongly rooted ASPA N rsery Grown grade sod, one and one half inches thick, V � Z w � 0 free of weeds and undesireable grasses. Prepare soil as noted in specification 3.1. 5 CA Crinum augustum / Queen Ema Lily 3Ga 1. 24" Z Z m to � A0 0 � � N COVERS Lay sod tightly abutting each pa Fill all voids, top dress uneven sod, roll, rake and remove ridges. �� �� x � _ I Z z 5 e� GROUND VER < M� .AS +� A � � Q � 1� HM Hydrangea macrophylla / 5lgleaf Hydrangea 12 x 12 �� o Q c� 5a i]mer Endless Summer O-- M - O Oro MC Muhlenbergia capillaris / Purple Muhly Grata 12 x 12 - U _ M i 1 N1 lop ode _ •- 0 z -� • ft�il w EXISTING SOIL / Dwarf Oleander 24"x24" I, V � w � 4 NO Nerium oleander petite pin Dwa MM � a � < p W o w Z SHRU15 FLANTING DETAIL 15 PA Plumbago auriculata / Plumbago 18 3 Ga 1. U • v Z) © COPYRIGHT - J.DEVINE ISS& (Not to scale) i Ii f Philodendron 24"x24" 3 a I. � co � � 0 PS Philodendron selloum / Split Lea Ph G � � W - Z 64 PSE Pennisetum setaceum / Fountain Grass 12"x1211 :3 U zQ Gener I Plant Sed 5erming (Adjust as necessary to maintain positive drainage and to avoid V f-- < w ? Catch drain i notes. PSR Pennisetum setaceum rubrum / Red Fountain Grass 1211x1211 U _ � � drain ge problems and avoid tree root problems) See also NDS C h basin and d a pipe 1-1 � � : < o 0 o Gener lly - 5erm all plant beds with 6" of GRACO Plant Nursery Mix that is tilled and or mixed 11 PT fi-'ittosporum tobira / Green Pittosporum 24"x24", 3Ga 1. to -- �/ > Z with tliiIIe existing top soil in order to berm up the plant beds. 0 < < � cr- JM "1 RGUJ Rhododendron bwhite/ Gerbing White Azalea 18 ' x 1811 w o Ca Ice to Square Footage of Plant 5eds and multiply by .5 6& Inches of Mix Tilled into existing oenron smsgerin g (P W Q > Z beds ) and then divide by 21 = Cu. Yards to have delivered and dumped on site. Small load �- o (n equals I 30 Yard Deliver and Large Load equals 65 Yard Delivery. 5 SAV _ arbo 3Ga 1. � q y - g � � 111 Z d) 0 � o _ �, w�. ^'w 25 55 Spartina bakers / Sand Cordgrass 18" x 18" (� X � Exam le: 10 x10 x (.5) - 50 c,�-w c.�.-w ill Of Mini Pine Bark Nuggets U - � o � � 50 di ided by 2-1 = �� 3 •• � � '� 2" Of Ground 1/4" g SR Serenoa repens cinerea / Silver Saw Palmetto 3Ga 1. Q 1.85 Cu. Yards •• � w Pine Sark Fines Ci Z Uj C) g TD Tripsacum dactyloides / Fakahatchee Grass 1811x18" I Lo X 111 L.L. (n a _l o m 3 VO Viburnum odoratissimum / Sweet Viburnum 24"44",3Ga 1. • 1U Z 1=1 11= 11-1 11=1 11=1 11-1 11-1 11-1 11-1 11-1 11-1 11=1 11-1 11=1 I I-1 11-1 11=1 I FI I I-1 11-1 11=1 11=1 11=1 11=1 1M11 1E1 I I=1 11=1 8 VS Viburnum suspensum / Sandankwa Viburnum 18"x18",3Ga I. U Q w Q o I I I=1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I, �- I-1 I I- I I-1 I I-1 I I-1 I I-1 11=1 -I = 1 - I - 11= 1= 1= 1= 11= - I I = 1=1 11=1 11=1 11=1 11=1 11=1 I I-I I I-I 11=1 Z �- X III-1 I II III-1I 1=1 I I-1I 1=1I I I = I = I = _ _ _ =I = 11=1I1=1 I1=1I1=1I1=1I1=1 I1=1I1=1 I I GROUND COVER I-I I I- I I-III-III-1 I I-1 I I-I I I_I I I-III-III-III-I I I=III-III-I I I-I I I-I I�I I I-i I I-I i I-I 11=1 11=1 11=1 11=III-III-I 11=1 - - -III-III-III-IIII-III--III_III-III-III-III--III-III-III-_I I�-I I I--III--III-_III--III--III--I I I_IIZ -11 =1 I -1 I - -I I I-III-I I I_III-I I I-III I 53 4A A a anthus a fricanus 51ue L i Iy of the Nile 1 Gal.Q I - v 1 U Z J Z Grac Fertilizer Company, P.O. Box 89 - 8 Alton Hall Road, Cairo, GA 39828 -11 J5 Juniperus conferta 'blue pacific' / 5lue Pacific Juniper 12"Spd.3Ga1. Q Q ,, SCALE: Phon 1-800-343-520, 0229-3-i-i-1�02� W o Z (n - 0 2S TAV Trachelospermum asiatica variegata / varigated Asiatic Jasmine ro Spd.IGa1. v } 0 5 Uj Prov ale Plant Nursery Mix with the folowing: Aged Pine Sark 8590 Not to sca le o N Multi-Peat (Composted Cow Manure and Mushroom Compost Mix - 15916 SOD = (n Sand - 3i0 and Micromax (Minor Elements) - 2 lbs per cubic yardATE= Z CELEBRATION BERMUDA - SEE CELEBRATION BERi"iUDAGRASS BEST MANAGEMENT PRACTICES- 51' SOD SOLUTIONS, INC.NIO-1(o-2019✓- LU 1�t OL (/ w Q w a m = Graco Fertilizer Company - Plant Nursery Mix MULCHDRAWN P.O, 15ox 89- 8 Alton Hall Road, Ca iro,,GA 39828 PROVIDE 2" LAVER OF GROUND 1/4" SIZE PINE 5ARK FINES AND FINISH MULCH WITH 111 LATER OF PINE 5ARK MINI NUGGETS J.DEVINE v z CKz a Phone: 1-800-343-5020, (229-317-1'002) O � GRACO PLANT MIX SHEET* l Cr EnW Q Provi a Plant Nursery Mix with the following: PROVIDE GRACO PLANT MIX AS NOTED. U j < o U)Aged Pine 5a rk - 85 96 (L/ o z z Multi-Featu (Composted Cow Manure and Mushroom 3-. J Compost Mix) - 1596 1.1.1 Z Uj of Z Sand 3% L � 2 UWOZ � > _ U Q V) w Micro ax (Minor Elements) 2 lbs per cubic yard � Calculate for 6" Mixed into Top Soil I and include Quantity in Bid 111 p .� Ln < Q� 1L o � art Lleit arb lantir eta I S U Z 0 -.( OFFICECOPY No-Ir ESPOSITO y I ••• I DESIGN 8.2' - - -- --- _ - - -- - ;79, WWW.ESPOSITODESIGN.NET 308 SOUTH ASTER TRACE { SAINT JOHNS, FL 32259 0'BRL _ -__ 9 0 4 . 8 1 0 . 9 2 7 8 i 10 i DRAWING INDEX W - ARCHITECTURAL A010 ARCHITECTURAL SITE PLAN&INDEX t•/ W Q A050 ARCHITECTURAL FOUNDATION PLAN !L A100 LEVEL ONE FLOOR PLAN — A101 LEVEL TWO FLOOR PLAN w 0 C --- A200 BUILDING ELEVATIONS Z 0 LL i 4 O A250 ROOF-PLAN - --- ---- - WA201 BUILDING ELEVATIONS 108 (FFE) A350 DETAILS oz L(QZ. L 10.5'(FFE) A351 DETAILS 8.5 9105'(FFE) (FE ) ELECTRICAL � Lu i=Qm E100 LEVEL ONE ELECTRICAL PLAN Q E101 LEVEL TWO ELECTRICAL PLAN < J O N y� po W O O ' i 'n 0,_ m O (FE AT CENTER g bu OF DRIVE) Lu ' W _� t o d~' cn � �I I 20'BRL `Or 1 i s VO 8.05' (FE AT DRIVEWAY APRON) i JOB#- M8816001 _ 8.2'. ' _ 79' DATE: 9-23-15 rr 8p SIDEWALK NOT REQUIRED FOR THIS LOT. DRAWN: RE SIDEWALK LOCATION PER DEVELOPMENT PLAN CHKD: LOCATED OPPOSITE SIDE OF STREET. ISSUED: s ATLANTIC BEACH DRIVE - REVILMD. 10-28.15 _ 11-16-15 7.84'(CROWN OF ROAD) Site Plan A010 -Site Drainage OFFICE COPY F_ I -( ESPOSITO NORTH ... DESIGN , 8.2' _ --- -- -80- — - i 7.9' WWW.ESPOSITODESIGN.NET 308 SOUTH ASTER TRACE { SAINT JOHNS, FL 32259 10' RL - 9 0 4 8 1 0 9 2 7 8 ! DRAWING INDEX W — ARCHITECTURAL ( } S A010 ARCHITECTURAL SITE PLAN&INDEX V W { s A050 ARCHITECTURAL FOUNDATION PLAN Z > 0 A100 LEVEL ONE FLOOR PLAN _ A101 LEVEL TWO FLOOR PLAN W a ! A200 BUILDING ELEVATIONS Q = JO - -- - - A201 BUILDING ELEVATIONS Q LL 10.8 (FFE) A250 ROOF PLAN cn ! — -- f __ A350 DETAILS _ - - 1 .5'-;jFFE� __ :' ! W LLJ _ 1 I r8.51 A351 DETAILS ry 8.8 9.5'� 410.5'(FFE): I � 8. ` U Q ---- LLI (FE) IO 0' ELECTRICAL E E100 LEVEL ONE ELECTRICAL PLAN 4 ! E101 LEVEL TWO ELECTRICAL PLAN IL J H Z 7/ /� g {; m W o JIM O 8.7' ` I'^ I ` Vl _ m D (FE AT CENTER I g AAA OF DRIVE) ; W `0 Q I = 0 O: Q / 1 20'BRL / 0 1 / f ® \� mur ! 8.05' � E (FE AT DRIVEWAY APRON) - JOB*. MB816001 _ 8.2' ....� $p, QU7.9' DRAWN. 923-15 SIDEWALK NOT REWIRED FOR THIS LOT. RE SIDEWALK LOCATION PER DEVELOPMENT PLAN CHKD: LOCATED OPPOSITE SIDE OF STREET. 15SUED: ATLANTIC BEACH DRIVE Rte. _ 10-28-15 11-16-15 7.84'(CROWN OF ROAD) Site Plan —� Site Drainage �Q�t EN G1/�F�9 Q � J GE WI E I I DESI NT APPLIED PROJECT BCS BUILDING COMPONENT SUPPLY, INC. ORgWtNG�' 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 32-0D-00 ,1„-00 308-03 4 Pe01 OFFICE ROWING HEIGHTS 01 02 BM 03 P903 180609 2 1 ❑I— 1 1 /l\—J[/1 24 130600 1 22-06-00 15-0500 03 F .nu m moon $ �?y�c0 z � 8 F a 0a 2 � 1 04 7 1 /8 03 PB03 2 T04 2_ �O Beams 03 Peoa PIotID Length Product Plies Net City I— /❑II Toa 2 PB03 "322-05-06 1 314”x 16"LVL 2 2 I C a $ R o, —— F01 ,.1 BM2 14-00-00 1 314"x 16"LVL 2 2 2 a r a T05 2-0-00 — �, 2-0 a�°' ; 3 Roof Truss Connector List Floor Truss Connector List I— /❑I I T06 2 ,-,00:1 sM z z 15°3°° a Manuf Product Qty Manuf Product City USP JUS24 10 USP JUS24 9 1 i 2 z ° USP THD26-2 1 SP MSH422 10 S $ To7 2 �Si 2 Fa USP THD26 23 USP THD410 1 ml v a a a a 2 2 17-0400 Tos 2-0100 - N .us 1 0 10&09 Tw , 8 z .1 r z �y q 1 FOS F02 ° 1-1 11-0508 2 -0o 2S 2 " 2 ?�'c Pore T11 2 L°' 2 2 �Q o6MTA THIS IS A TRUSS PLACEMENT 2 $ s S �sH F°2 2 I 8 -� DIAGRAM ONLY. 2 2- , 2 ,k -s; T $ These trusses are designed as T13 2-0-00 ry 2 �1 F02 2 2 Lo; w / individual building components to be T14 2 2 31 s:. 2 2 �,w.1:x DBL Plate on to or x'01 9 =_— —_rtiwlorT46 incorporated into the building design at T7 2J7 0L,9 z 2 J Fo33 2 �9 / the specification of the building T17 1 100 FM2 2 9 39 306 9-04 2 designer.See individual design sheets for each truss design identified on the amiss r,4,Sr F�oon ,:1 . U.. Poi 2 m w ,2-04-08 FOS o 3$3$ placement drawing.The building F04 ° a11 designer is responsible for temporary T19 PB00 2 "' and permanent bracing of the roof and T18 F200 ~ 2 y,,I floor system and for the overall ,4 T19 P80. 2 structure.The design of the truss T20 P2 ,, support structure including headers, beams,walls,and columns is the 2 responsibility of the building designer. 2 For general guidance regarding bracing,consult"Bracing of Wood 15osa9 z ao �I $ 3 �� ---- Trusses"available from the Truss Plate 21 P 2 Institute, 583 D'Onifrio Drive; Madison, 01 PB01 I WI 53179. 3-0600 32-00AO &,1-00 40P00 ATTENTION. 30600 3-0408 29-0, Refer to truss layout and engineering 3507.00 documents that arrive with delivered field trusses. Unless noted otherwise,all beams are by others. CLIENT COASTAL OAKS SUBDIVISION MODEL BRENNAN RES ELEVATION LOT # DRAWN BY DOUG HILL DATE SECOND FLO O LAYOUT FIRST FLOOR LAYOUT 000 10/2S/2015 SCALE: Is TS SCALE: NTS REF# 71343