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Untitled �DCa�u,�hIn 2fF�Mal r 1. 1-1 vI o 1/2"0 THREADED STEEL RODS I a 2.VV And 9-oads SPACED PER SHEET # S-Z I 1/2"0 THREADED STEEL RODS a Three Second Gust VV!nd Vee acoty Psr w-PC-2001.........120 ADDITIONAL EXP. BOLTS MAYSTUD WALL I SPACED PER SHEET # S-Z. %'ul ph, I(�mpertznca Factor)=11.0,W9nd ENpoaura"C", Categaty sell" 9�BI2 Ing TTABLEEONDSHEETPERSHE5R2WALL ADDITIONAL EXP. 130L MAY. I p # #4 RODS CONT. I BE NEEDED PER SHEAR WALL � CPD TABLE ON SHEET # S-2. c-Q�)®P(-➢®.��Q Pa1lLa 4ny EPBc9®sa� �$GAaI�Jo�v ) 4" CONC. SLAB W/GxGx10/10 W.W.F. OR f1s3rRMFSN I I EXPANSION JOINT I 3 . Components & CBzddang ®esbge11 cAmesures. ��� ; ry _ ' RECESS SLAB 3/4"x 10" WIDE Rlsoff(Anywhere): -65.4 Fsff, +14.9 Psff PREENGINEERED ROOF TRUSSES _ I STUD WALL I AT GARAGE DOOR � bl,lS IfIs : ',one "5" LA`S @.�Athin 4 ft. of corners,Zone `V' :a Anjpellohers EIas ��� 6 MIL. V.B. OVER CLEAN, I n I �_anq rEfferNya VVInd Arae (sq.ft.) P�� SPG Q � ffl GATOR NUT WELL COMPACTED TREATED FILL 6x6x10/10 W.W.F. II 6xsx1D/tb W.W.F. d2 FIBEgme-sm 4r.7 m��. I �. oR f16E�mes� 1 �.® 44.E �'.� STEEL I + #4 RODS VERT. ON 49" O.C. Bt AT CORNERS.VERT. RODS SHALL BE HOOKED 6" INTO I - I } 60.0 42.8 -45.x' FOOTINGS 0 BOTTOM AND 12" INTO SLAB ,.�� � I� I j��� �• � •�-j-jI' „1 I®®•® �•� -44.3 HURRICANE STRAPPING PERRR TOP. FOR HORIX. REINFORCEMENT, USE I z •1, ' ,+ �,_, 5CH. "A" ON S}IFFY # S-2 TOP PLATE I IJ, 9 ga. HORIZ. JOINT REINFORCEMENT -1Ti �', (Z)-#S CONT. HOOKED -•(2)-#5 CONT. HOOKED 10.0 43.7 -573 OF WALLS I 20,0 �•� ^�4p� '� ""'�� ON 16" O.C. (MAX.) I s' ,': & TIED AT CORNERS 9c TIED AT CORNERS _� MIN. 18" +-12"--••-� MIN. 18" Lw, 50.0 42.3 _51.0 a ;, , �T ** CONSULT ENGINEER •�••• ,i I . . . I �--•2D"•--� I TURN DOWN SLAB DETAIL rr.:= ;Luz �lVlb-� E 1C1��'� �I�V�� � E�OCE(C:ii ctrIng s�uy,,n'd clvrj zlr, ay.r6' n)tho 'bNI9�1�']b,2 w�wla tus 1/2"0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING I TURN DOWN SLAB DETAIL. I � GARAGE Q ROD PER SHEET # S-`? REINFORCED wA2)-#5 RODS CONT. - i) If iS i,•iiur i Iir 1'AE ENGINEER THAT THIS WORK BE IN CONFORMANCE V117H ALL I EXCEPT 0 GARAGE REQUf. w1:1E :TS �',T '3 AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6" TYPICAL FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS, STEEL COUPLER - _l.-. - - ___. - _,__ - - - - ___ - w 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR - CL � TO COMMENCING WORK. 7/16" OSB NAIL w/ CORNER DETAIL cn I Sd COMMOM NAILS TO 6xsx1O/10 W.W.F. DR FIBE(t.1vlEstt C� 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N•T.S•) I �_ () PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY' TA13LE ON SHEET ;# S•-2. •• • ;'. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHAWN ON THE DRAWINGS. . 0 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ' ' •:' a: I- 0 REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. " ao a •'"' �.• +.• I --j j_ 0 RIM JOIST OR BEAM LSrf�3�o, SIMPSON STRAP -� •+ ' :•' ' > 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6' SPF #2 0 16" O.C, TOP PLATES , _�� (2)-#5 RODS CONT. m SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL THREADED STEEL RODS SYSTEM " I m � ' EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # S-'1 20 INSTALLATION INSTRUCTIONSLil 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL w � t n°-- ¢ � FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON". FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY 10 SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION. ARE USED. STRAPPING 0 TOP EPDXY GROUT 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS POST STRAPPING TOP (N,T.S.) 1/2 m THREADED CONSTRUCTION NOTES: ♦ SHEET. " SOLE PLATE SHALL BE STEEL ROD ANCHORED TO SLAB W/ 1/2"0 0 --1 THREADED ROD BOLTS SPACED 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED ITr , I 2x4 sruDs co 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI 1 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6"*OR 4"x 4" POST 016" O.C. PER SHEET # S-2. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w12500 PSI CONCRETE FOOTING I AST(TM"SIm S8N l EXP. BOLTS MAY BE NEEDED / ` RECOMMENDATIONS. ABU, "SIMPSON", 5TR�p PER SHEAR WALL TABLE ON F---- "1 6x6x10/10 W.W.F.ERMSHEET S-2. CONCRETE. ) �. POST ANCHOR Ott FIBERIYIESH # I 4 ALL THREADED STEEL RODS SHALL CONFORM TO TNW r4 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL `---� REQUIREMENTS OF ASTM A35 THREADED STEEL, GALVANIZED, t : pRllt 6" INTO CONCRETE OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95� OF STANDARD PROCTORr r� MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. BOLT RUN D E TAIL TYP POST STRAPPING BOTTOM ANCWORA E -'• •° ��� �. �� 3 BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS J G To sLAB BOTTOM ) (N,T,SJ _ I - (2)-#5 RODS CONT, �I I WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 20" ----� Q PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) yl POST STRAPPING A POST STRAPPING N INTERIOR THICKEN.SLAB DETAIL •0: 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACS 301, ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, OP c LOTTDM TOP & BOTTOM �+ 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE �T• MISC. FOUNDATION DETAILS VAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS (tJ,T.S.) • • z OTHERWISE NOTED. T FOOTINGS TO MAIN REINFORCEMENT .....................3 inches - 6 THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. G ( ) s tom. H2.5A, "SIMPSON* �'T••� (] �� I CENTERED H2.5A, " CLIP (TYP) OR r• I SLAB ON GRADE..................................................... 51MPSON" W2.5A, "51MP50N" ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR I ROOF TRUSS HEADERS PER SHT. # S-2 H2.5A, "SIMPSON" �` 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0' AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP (TYP) OR . Z I ' " c ON SHEET ON SHEET S-2. GARAGE DOOR HEADER ROOF TRUSS " CORNER BARS WITH 2-0 LAP ,HALL BE PROVIDED. # S-2• ON SHEET # 5-2. # �`"� SEE SCHEDULE A" e) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NEFCSSARY TO SUPPORT _'- ''` (TYP) ON SHEET # S-2. REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I SHALL HAVE ENDS 'WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. I� 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I I � OTHERWISE ON THE STRUCTURAL DRAWINGS, LSTA36, "SIMPSON", 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS STRAPS " 1/2"0 THREADED STEEL 1/2"0 THREADED STEEL 20g x 24" LONG hd-f FOR CONCRETE ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMP5gN", ROD PER SHEET # 5- ROD PER SHEET # S-'2, i TWISTED STRAPPING 1 FOR BUILDING" ACI 301. STRAPS. • p*� �1ASONARY; SEE SHEET # S-2 I FOR #/ OF STUDS. Q 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 1/2"m THREADED STEEL �Z MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. ROD PER SHEET # S-� ►"`"i OF 2000 PSI ( f ' m = 1500 PSI ). [XXI 2 MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. WTTA+ "SIMPSDN", F4 * . ) HTT22• "SIMPSON . HOLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH i. HOLDDOWN 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. _ CONCRETE SLAB - N00D FRAMING: __ +• r �, .} _ 'Y�r, r '' '• 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL '•'; °= "�' r' +• zta1. :. ": '' ' " ''� SUPPORT GIRDER t...', y DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. ;... .�• ',', 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL• OPENINGS E SAWN LUMBER LAM. VENEER LUMBER E�TERIOR WALL OPENINGS DOOR JAMB STRAPPING 0 TOP & BOTTOM STRAPPING � TOP & BOTTOM EXCEPT AT F DETAIL "C" Fb = 1,120 PSI Fb - 2,500 PSI ANCHORAGE � TOP & BOTTOM Fv = 90 PSI Fv = 285 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING TOP & BOTTOM JAMB STRAPPING ® TOP BOTTOM Fc1 = 565 PSI E - 1,900,000 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T:S.) (N'T'S.) (N.T0 Fc = 1,455 PSI E = 1,600,000 PSI (N.T,S) 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS.(OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. w 1 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE i OR SOIL SHALL BE PRESSURE-TREATED, i 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" ** TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT. # 3-2 tT-T- BLACKING REO'D. SHOWN FOR CLARITY %) t� A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BEEN OUTRIGGERS 4" FROM GABLE END t0 48" O.C, /,-HURRICANE CLIP H-2.8 CONT, 2x4 SCAB FROM TOP TO '� � 6 ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. " U-HANGER OR EQUAL 0 48" O.C. , � • ) 13-0" THRU 9-10" 2x4 16 7/18" STRUCTURAL ROOF SHEATHING BOTTOM CHARD TO SERVE AS NAILER � , FASTENING SUBJECT TO MOITURE $HALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-BRACING 0$' O.C. . v) PROVIDE CLIP FOR 400 Ibe. �r :' F-•"1 10'-0" THRU 14'-0" 2x6 16" OF LATERAL SHEAR � `~ 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, I SHINGLE STRIP 60T70M CHORD OF COMMON 14'-1" THRU 18'-6" 2x8 16" I I TRUSSES 0 24" O.0 fes' •',f B) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 1 I 1 FASCIA I BOTTOM CHORD OF GABLE ,-' SPH, "SIMPSON", STRAPS " I 1 I ��_ 12d NAILS 0 8" O.0 "M. END TRUSS �� �'�- 0 32" D.C. .�.� W INSTEAD OF SYP #2. 19-D" THRU 22'-0 2x8 12" 2x4 X-BRACING `- bA " O.C. ( TOP CHORD OF GABLE END (3) 12d NAIL ' � i 2X10 12 t r .' 1 1 I TRUSS DROP 3-1/2 � DOUBLE FOP PLATE ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCA$ CONT. TOP TO I I I 2'-0' UNINTERRUPYED SPAN LENGHT OF 'THE STUD. BOTTOM CHORD 0 S. ft. I OPENING " " IF HORIZ. CONTINUOUS BRACE CAPABLE OF FROM GABLE I 1 .... r SCHEDULE B �- MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 2x4 SCAB FROM TOP TO " e� DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I BOTTOM CHORD Ib O BRACING "*e 2x4 BLOCKING 0 48O.C. BETWEEN LSTA36, *SIMPSON", CONNECTION FASTENER NUMBER OR SPACING I GABLE END TRNSS AND FIRST SPACE 0 32 O.C. DOES NOT APPLY. 2x4 SCAB IF VERT 1 I (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSS WEB IS NOT PRESENT I I VERTICAL IF HIGHER THAN 48" �� (MAX.) C TOP OR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 I TO FORM AN "L" SHAPE) H I I CONT. 2x4x8�2 SYP. LATERAL STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 I BRACE 0 48 O.C. AT 12d NAILS (TYP) I I BOTTOM CHORD OF �y AT X-BRACING GABLE END TRUSS (3) 12d NAILS W F-W DOUBLE STUDS, FACE NAIL i 0d COMMON 24" O.C. I 1 �x I DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON SCHEDULE „D.t I y--- (2)-2x4 TOP PLATE ISOMETRIC VIEW SHOE PLATE DONT, 2x4x$' SHOWING LATERAL BRACE TO CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C. ALONG EA EDGE FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRAC EZt9 4$" O.0 2x4 STUDS 0 16" O.C. GABLE END TRUSS (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/16" OSS ON tit. 2x4 BLOCKING 0, D.0 -PLATFORM FRAMING-- SUPPORT BEAM OR Z PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4"/12" BETWEEN GABLE Sc FIRST TRUSS ROOF - 7/16' OR GREATER _ 8d COMMON 6" D.C. EDGES & OPENING WIDTH IN FEET CUP 0 4B" O.C.. CLIP MUST GIRDER PER SHEET # S-2 �, l PROVIDE A MIN. 400 lbs OF SHEAR. L LID LL' 8" O.C. INTERMEDIATE UP TO 3'-0" Y-1" THRU 6'-0" 6'-1" THRU 10'-0" WALL - 7/16"'OR GREATER 8d COMMON 6""D.C. EDGES & * LINTEL * (3)-2x$'3 (3)-2x10'3 (3)-2x12's PLATFORM FRAMING H •,'��'�`., 12 D,C. INTERMEDIATE DETAIL ""00113 JAMB ** USE Two (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GALE CJD �� J. 1 •, FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & D '•( •, (+. 12' O.C. INTERMEDIATE * : TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF T '-I` ,• JOB NUMBER THE THREE (3) PLATES MENTIONED ABOVE. NOTEL STUD TO STUD STRAPPING v. UNBRACED LENGTH OF X-GRACING MAY * = OR SEE SHEAR WALT TABLES ON SHEET S-2 & S-3, NOT EXCEED 10 ft.. IF LENGTH DOES G ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADOITIONAL SCAB IS REO-0. •r� .' '• ;:. rl SHEET NUMBER H.� 14 1. -0 ;,�,. - S--4 OF S--4 l MAP SHOWING BOUNDA P i' AND TOPaCRA PHI C .SUR VE Y OF LOT ..-_ ----_5�._ .st `_ _ BLOCK ___49._ _ .._ A S SHOWN ON MAP OF SEC TION " H A TL A N Tl C FLEA CH AS RECORDED IN PLA T BOOK _ 18._.. PAGE -_ 34 OF THE.CORRENT PUBLIC RECORDS_ Of DUVAL CO., FL. ALL AMERICAN COONS INUC TION CERTIFIED r0 . _ SITE BENCHMARK p 60 PENNY NAIL IN POWER PALE ~ �J ELEVATION � 13,17' l� . — ...' . _... — — w.. .... — — — — ._,. .... r. "• ._,.. . — NC*TrrEKLr R'GH1 OF 'NAY ;_rNE CSF rh5i 13TH S kCE' . I 1 GRAPHIC, SCALE. 2500 i 5.LTJ a 43 WEST 1 3 T H `tip S T R E E TIV ( 5 0 R I G H T O F W A Y ) ( IN FEET ) S9 ^7h �^ "7ry Yry 1 ry� 10 1)4' 1 rich = iu ft / A T - ry ,•,,. S69.48'00"E ,, �, 150.00' } �, �- �0�� �T �" I P 50.00 FD !$ r P 50.D0� "T . _--- A)5 1 T SCXI?rdkLY iil(,HT :7F 1YAY LINE � ro�EST 11?rl SIRLE 1 r. _. D. 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F'GW17 Q cj.Rvf.uv>S �~• � �{ W �����k/P:AL 7 ".1.krt / P.o.0 rpwt �C;vRVE • t ��• �w atARwc (2) 1r lls F'kUF'ERIr iiAi vqT [TEEN A9S1FrAC7EiJ d'A.L- a�U1NC kLS:HrCuon UNC •• CA LLNTLR LIN( G� Q t �AiFTlSX1 SlCv(i� X-CUT 31,07' NORTH OF CLI dt 156.S' OF FOR EASEMENTS. LX)%&NANiS. REST-rttCTIuNS R,0 a,(.*,T-car-,A►r CENTERLINE OF MAYPORT ROAI), X—CUT IN 0•A.Y. 0FI IGAL RLtufeLs w,n„rat Tap OF RETAIWNG WALL AT THE, SOUTH WEST W E S T 1 2 T H S T R E E T r3) UNURC.ROUND UTILITIES 5MING THIS –E E– QAAHEAO PaACR LtiE YWkLR1Y nAA ?40T fBEE,4 LOCATED (h2 I1'� t •1 CORNER OF SWIMMING POOL AT ATLANTIS C R V 15 I D N S �++'�wN -1• c " GARpNS 5U8D1vtSION. ELEVATION 14.54' ( � 0 ' R t G H T O F W A Y ) _ __ . y TATr- t -Ta-CYS DLAR1,YC ROTATIC+,V T;'J (4) AWS Fk;�F'(RTY AF'FEAWS3 TQ Li All1"4r _ (NATIONAL GEODETIC `VERTICAL OATUM 1929) mac`"' / .C. f-LVYJD ZONE x A3 SCALED FROM C.i •.}, z•'• _ :.V :iAt)f Jt3LRFPTtrwN —_ gr FE.M.A. FLOOD iNVARANCE RATE WAF'. PAIJE 4 V� n'791 +EET1 r• Ur /VC7: TIi>rJ73-[K]L}1-�. JATEA 4--s1-64 17 1£ Gf i7tLp S)JR�Er �55E`"nL, di }Y. t -' 1 ,vimi'1J 1 B ,� 611 Fa. 41 FO. 73 .vpr s.1t7v ;vGrour traE sr.h�'�AF-4UK7Grhu R.> v :fAc ux 1� tnY� rc �7r R ,rrz r✓ 334 ! .1) 13�f1 � : CON S CTION P L A N S F 0 , R Z Z 0 �5W CHrf'O'Ya 0 cn CC) 1\4 ]V[ ERCIAL BUI DINGSI (Drf S 5 6 & \V or="%h, 13 rH SrrREFIF a '6-1.2 7 0 od N J oil ELMOMILF Nr IC ijF- ACH FL v m � L6 v Ni Ci U Z INDEX OF DRAWINGS JACKSONVILLE 10 10 ATLANTIC BEACH SHEET NO. DRAWING NAME 1 PROJECT COVER SHEET � 5 AlA NEPTUNE BEACH ? TOPO SURVEY EROSION CONTROL PLAN & 202 JA C SONVILLE BEACH CONSTRUCTION MANAGEMENT PLAN 1 3 GEOMETRY SITE PLAN PONTE VEDRA BEACH \ 4 LANDSCAPING \ 5 NOTES/ DETAILS CHIPLEY TALLAHASSEEIsm �... 1 6 DETAILS 7 13UILDING No. 1 PROFILE & SAFTY PLAN LACKS MLLE PENSACOLA LAKE CITY ` , t� 8 BUILDING No.1 LAYOUT � PANAMA CITY � lossp ---� \ 9 BUILDING No. 1 UTILITY PLAN ST AUGUSTINE 10 BUILDING No. 2 PROFILE & SAFTY PLAN �cAINEsvuLLE F °. PROJECT 11 BUILDING No.2 LAYOUT LOCATION O ltJ H I ( [N../)I\� DAYTONA BEACH .. VV 12 BUILDING No, 2 UTILITY PLAN � v QCAUA r y � � IN' ,,. UELAND JaC ks, 0 !Ue Atlantic Beach LL ATLANTIC BLVD O ORLANDO Neptune Beach LIQ 1,11110 -- BEACH BLVD a Jacksonville Beach TAAto BARTOW 1 J. TURNER BUTLER BLVD, -- FT. PIERCE (� I n SARASOTA O Baldwin _ _ LAKE WEST PALM LEACH OKEECHOBE Pante Vedro� Beach Q FT, LAUDERDALE + COP z MIAMI LOCATION MAI' ' DATE: Atlantic Bcach KEY WEST APPROVED Planning and Zoning Depadwenll AUG 2005 CITY OF AiLANTiC BEACH This approval verifies cwnpPancswith applicable t�u1i.Llrla `rel zoning, Subdivision and other local land developmentre2vigtions, but does not constitute SCALE: OCT I�� approval for tbs.issuatir,o of permits, Compliance [ with Florida lauilding.Cgde and an other applicable r local, Stats and Federal permitting requirements NO SCALE must be verified by si nature of tt,e City of Atlantic Beach Building 0f° prii�I 7'k�4 IS>su ,�-. _ Bu6ldirig Ptu'tn�„ �"4�• VICINE�I'Y J PROJECTX o. v �ppro►�a�yiRyea1100-05 NUMBER SHEETS • PREPARED BY: 12 Robert IL Phillips, PEPAGE 1535 Park Terrace East NUMBER Atlantic Beach, Florida 37233 _ (904) 21g-8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: Bq ROBERT K. PHILLIPS, PE .�. DATE: AUG 05 CHECKED BY: �RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 MAP SHOWING TOPOGRAPHIC SURVEY OF- LOTS 5, 6 & 7, BLOCK 4-9 AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, z 0 cn y w Ce SITE BENCHMARK 60 PENNY NAIL IN POWER POLE ELEVATION = 13.17' 0 M - V)"-S W E T 1 3_ TF--- � T (50 RIGHT OF WAY) UJ Q _ a 1. SET POSTS AND 2, STAPLE WIRE EXCAVATE A 4"X4" FENCING TO THE 1KENCH UPStOPE POS"S, NG THE LINE OF __.. m__ w _ _.. _ _..._. W. ...... __�_µ.,_. _.,- _.. _ .._._._.__._ __ �....__..--._.. __. POSTS >M` _,._. _..._. ._.._...__•__.._.._ .__,.._ ,. _ _.. .,..__.._.._......._... . WM _-.. i __ . ._..,. .._._-_., �5 u6 4 "i ni . - :O of o .._�..__... ...,�._� �.._ ___ _. - _ ._.,_. - �.._..��.._ _..._�_._-_ of _... .__ _"_.. - ~_ 4. BACKFILL AND X�FD 1 2 I.P. D �' - _,, , �._.� .._,&.._ ..AP.._ �. _..� . _ _.-... ,_.. -._._..__ -- 50.y00..__.,_...._. `� 1 >� INSTALL {iAY �3AILS �. ATTACH THE FluErz EXCAVATED�r �` D p p/ F AOT THE f CAI CAr COMPATED SOIL. & CAP - p a LB 6715 INSTALL HAY E3AILS "LB 6715" ;' �'� L 6715 -- ..._.. Lid 6715 `; y ,. FABRIC 1 D TEMP, THE WIRE FENCE AND • ' �. EXTEND IT INTO +ti CONSTRUCTION PARKING AREA CONSTRUCTION THE TRENCH. / . � D • D X � o ^C7 , DUMPSTEy LOCATION TEMP. Fri O = TOLE CHEMICAL LOCATION ( m Z ;I I� r W PTl � 4 r� r l,r ^�j < :• ] P r^; i17Tj r1 T �_.__-�].'_.iHi,..._......._...._-_._..w ..,_,_..__..__..._� ,•f,]-,__.. �� _...._.-._._. ___._..._. _--__...._.."."._Y...._r__ ._.w._:_..__... .____ ...�,w.._.._..___._...__....._., l �, EXTENSION OF M OD 1( I CTI Q O rD- _ ! 1 `:t INTO THE wlrzE rr''�� Z o e I O� TRENCH. fTl Q!r 0 m ,i IiW �] <Oor O Jr r1 _ I i I t FILTER FABRIC- ( C © C f ICU o M I 111 I i i ■ INSTALL TEMPORARY SILTATION � � �,.� --' � z BARRIER ALONG PERIMETER OF ff, M U) D m I, o 4 SITE IJNTIL CONSTRUCTION _ Fri r t IS COMPLETED (SEE DETAIL). '0 �' 17- 0 I i z -� o ' m CON4TRUCTION DETAILS FOR SILT FENCES °� M m m D C m � O CJ o �f' © m 0 f--- Q ��� rrr M CED >0 �N N,T.S. + i t I'1 i O �`�" Silt Fence Co,Istruction Specifications; Z I ; Q The height of a silt fence shall not exceed 36 inches. Storage height shall never © O i M r_I » I possible, the filter fabric shall be cut fronn a continuous roll to avo d the use of -1 d` fT1 exceed 18". The fence line shall follow the contour as closely as possible, If ISI !'' 1 joints. When joints ore necessary, filter cloth shall be spliced only at a support post, I� LIJ with a minimum 6—inch overlap and both ends securely fastened to the post. 4F• �� I t: �� Post shall be paced a maximum of 10 fee apart and driven .securely into the ground ' Po I s (D =; W� 0. (minimum of 12 inches). When extra strength fabric is used without the wire support w•-I ;.... f <O l fence, post spacing shall not exceed 6 feet, Turn the ends of the fence uphill. MJ `�'tLU I"r'i Uz i.di A trench shall be excavated opproxin•rately 4 inches wide and 6 inches dee plan- the o t I -, `ter �. _.... _ . _ r Q p y { i.,.� line of posts and up slope from the borrier. QDI r All � ) 0 C) o When standard—strength filter fabric is used, a wire mesh support fence shall be fr c) / j,h I (� y p p pasts using heavy duty wire stables at f' fastened secure) to the u slope side of the _•� r: \/ �,/ �, �__y I ,.� W } least 1 inch long, tie wires or hog rings. The wire shell extend into the trench a Z r 4 Q 4 minimum of 2 inches and shall not extend more than 36 inches above the original i Q ( ground surface, �■ � f The standard—strength filter fabric shall be stapled or wired to the fence, and 6 /' ' f ✓ _ ? (4 inches of the fabric shall extend in the trench. The fabric shall not extend more than 36 inches above the original round surface. Filter fabric shall not be stapled I to existing trees. eliminated In such a case, the filter fabric Is stapled or wired When ex ra—strength filter fabric and closer post spacing are used, the wire mesh support fence may be e pp .- INSTALL PROTECTIVE FENCING AROUND directly to the posts. EXISTING OAK TREES DURING CONSTRUCTION ` f The trench shall be backfilled and the soil compacted over the tae of the filter fabric, I s7'.y r�t:::.lZ = : ;°l{,I\ ll j r :rJs C: :?°' < I`•FT, 0 Silt fences placed at the toe of a slope shall be set at least 6 feet from the toe in order to increase ponding volume. /( I Silt fences shall be removed when they have served their useful purpose, but not 00 6 before the upslope ❑req has been permanently stabilized, and any sed'irnent stored I� behind the silt fence has been removed. o� 0 Q �' _ o Inspection and Maintenance: CD o O JJ Silt fences and filter barriers shall be nspected weekly and atter each ;significant f'? J _� f fel Q1 storm (1" in 24hr,). Any required repairs shall be made immediately. Sediment shall M' - { Z UJ 1 U) M be removed when it reaches I height of the fence or 9 inches maximum. The "" '' -' �� M Fri I (r removed sediment shall vegetated or otherwise stabilized, DATE: � Fri � � r` r•=' , Q V� 50.00' ..... Fri 50.pO' �' __.._.._.. AUG 200 o O FD 1I _ _,.. ,,._w� ..._., rvw..r ^SET 1 ..Z" I�: .. . f; �. ....__ ... _...._ 1.. ' -.•}.P...,_...M.W w_._..._,_ . ._..�:. __ " 7r�1 I.P. Q & CAP _ �. , __.H_ _, _.. "&_...SAP & CAIS �. 0 & >'LB 67.15" .."-w�...-.. .�._. .- "LB 6715" [� �,LB 6715" --� < "LI.I ;» SCALE; .. N75 00 00 W �-, M > 150.00 SVT - 10' C7 r 0 M : PROJECT No. 0 1100-05 NUMBER SHEETS PREPARED BY: Robert I. Ph s PF �2 1535 Park Terrace East PAGE NUMBER TOPO SURVEYc EROSION CONTROL PLAN Atlantic Beach,385Florida ��2�� �so4> xis-SSSS DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO, DATE: AUG 05 PE 48896 ...........------.-......_ _ _... OWNER TO APPLY TO CITY OF ATL, BCH. PUBLIC WORKS DEPT. FOR WATER SERVICE, TAP TO EXIST. WM PER CITY STD'S. PROVIDE I " SERVICE. 0 z INSTALL I " METER WITH OWNER 'TO APPLY TO CITY OF OWNER 'TO APPLY TO CITY OF V) R,P.Z. B.F.P. FOR WATER SERVICE. ATL, BCH, PUBLIC WORKS DEPT, ATL. BCH. PUBLIC WORKS DEPT. W FOR SEWER SERVICE. TAP TO EXIST. FOR SEWER SERVICE. TAP TO EXIST. INSTALL RIP-RAP TO GS PER CITY STD's. MATCH EXIST. EOP GRADE GS PER CITY STD'S, DISSIPATE NATER AND PREVENT EROSION MATCH EXIST. ECOP GRADE WE " T 1 3TH . ET 1' (50' RIGHT OF WAY) __._........ _.�?., w wM - - _...�. _,.._:.__.._�� .._._.. �:....__ _ _ __ rv�. __..�__._ - - -- - �M - �.-. EXPANSION o _..__. . - _ . ... _ M _M . _�._�_ _.� _. ^• m __ _.__._ . ......._.. ._.. __.._... ... , , _...._.. _ ....'7 - BOLTS (TYP) r w INSTALL 38± LF OF - � - �._ _.._�.._. -M.. -_. 15 ABS DRAIN PIPE. w�. .._.. 1 ALUMINUM _.._.....w..-_. _ , _.,. ._.._.-._. _ 15 R 15 R ' � PLATE SKIMMER--/ ` 2" x2" ANGLE INVERTS TO MATCH EXSIT. .' '_ __._w_. of ��_ - _ IRON OE sit;:_.... CONSTRUCT CONCRETE APRON ^� " M ��- . � m .s .. �, ., `� c° �' ¢ "� N � ;. ,�2..._.,, . �_ :t J :w I.P. S-Z - SKIMMER DETAIL MIN, 6" THICK 300OPSI WITH W INSTALL 86f LF OF r � '6.0 5 R� s.o-.. CAP 5 R� �I _.� �, s.o � 5.o �� FIBERMESH PER CITY OF ATL. .o u a �� >' 6715" 13:4 M _ ,f 34.___... CAP BCFi. STANDARDS y ;,l 15" ABS DRAIN PIPE. INSTALL 20±LF OF 8" APS as tea... - 'L 67i 5" INVERTS TO MATCH EXSIT. N.T.S. DRAIN PIPE �' '� 7 :5. � �- GRADE. r..r .;713.2- INSTALL MOD. CONTROL STRUCTURE s '` (` 1 ,< 13-25 f3 17.0 I - INSTALL 3" PVC PIPING WARPPED - WITH FILTER FABRIC. INVERT AT BASE ;� 13.z� CONSTRUCT CONCRETE PAVEMENT OF DRY POND. ; 1 .°. s ; f3 3 .� �� 4 MIN, 3000PS1. Fri 9 �� 4 ::J \ / zi 10.0 14, 3.4 10.0 a` t 27.0 > [I- l INSTALL HANDICAP STRIPING AND SIGN PER A.D.A. REQUIREMENTS � �.:r Zt 13.25 I ., r METER BANK LOCATION GRATE EL.=13.4 CONSTRUCT CONCRETE PAVEMENT 4" MIN. 3U00PS1. 13.4 WEIR EL. 13.08' M rall 1 2'ORIFICE OUTFALL PIPE, INV. ELEV. 11.84' ■ N rho ;s r PROPOSED NU.2 ;6 8"APS TO OUTFALL INSTALL 6" PVC APS DRAIN PIPING h �✓rrf,. Q r32 ` 30'X62' STEE� . BLDG. INv. EL. = 11.75 AND CONNECT BUILDING DOWN SPOUTS s r �a `� ? . N `� INSTALL 6' PVC APS DRAIN PIPING TO DIRECT RUNOFF TO RETENION POND. :: .' . ;; } ..1 I f ., 1 ,860SQ, FT. AND CONNECT BUILDING DOWN SPOUTS LBOTTOM EL.� 11.75 SIDE VIEW a �F gMf t°'0 F.F.E. 13.75' TO DIRECT RUNOFF" TO RETENION POND. r � ■ � �� a APs To OUTFALL >0 _ y a :i INV. EL. 11.75 U) METER BANK LOCATION Off} O PRO-POSED No. 1 _.. . JVV\-> ca ; 50= 80 ST EL BLDG. _ _.- ; O ORIFICE 0 W �,� ,.�' - � 1'WEIR, OUTFALL PIPE f. '� -'` 4,0 0 0 S FT. ;f" 0'� ; _ o EL.- 13.aa L �_.T- INV. ELEV. 11.84' CONSTRUCT DRY RETENTION AREA �- �' �� � f `` F.F.E.--= 3.75 �' � -- WITH 2: 1 SIDE SLOPES, SODDED, & `'• z r' CJ ` Po5 r. s. � r�.^' rr °•R ,M Q 0»25"ALUMINUM w / t LANDSCAPED. (RIM EL.: 1 3.25 BOT. EL.: 11 .75) �f` `�,� O 0 PLATE SKIMMER �^ Lu I*A Fr 0 + �. J1,. , .f { ,d I 8'APS TO POND ( INV. EL. - 11.76 ■+ NOTE: DIRECT ALL ROOF DRAINAGE ,,: µP, _ _ E r %"+ INSIDE VIEW 0 13.0 I VIA GUTTERS AND DOWNSPOUTS. ' ,l� �J r� 5.0 i -•� i /4"THICK STEEL 1.5 i PLATE WELDED TO o �, 4 � CAST IRON GRATEVII © �; \f, DRY DETENTION POND cl 20. l±= 10 w, 3.25 2.0 50.00 _...._M .. _. 1 ..-.__..,.�._r__._ . w .,.... �. , FD 1/2 I.P. _..,.._,_.. �._ _,.w� .. I.P. .._�...,..._._._.__.. SET 1�.�.'�.-l�P:_.�-_...__.. .... .� ��J,QIt�`_._-__ ,.5 •..1,2" 50.00' � SET`""'1/`� .I:P:_� ______._.. .__ & CAP .._.w.w_w...�. __ .,...�...�..._. , ­-&- & CSP....._.._..._.._.w........._.... _-... & CAP -____.._ .�_._...w-....w_.W_-_�-,.,_w._..._. �,. . --- CAP ,'LB 67..1.5'"W_" .. �_ . .� -- "LB 6715" "LB 6715" r- "LB 6715" N75 00 00 W DA7Ea `TOP VIEW AUGUST 20®5 INSTALL 6" PVC A S DRAIN PIPING � - 'INSTALL 50fLF OF 8" APS AND CONNECT BUILDING DOWN SPOUTS TO DIRECT RUNOFF TO RETENION POND. DRAIN PIPE S-2 �- MODIFIED FDO-T "TYPE "E" DBI SCALE. CONSTRUCT FENCE AROUND ENTIRE POND PER SJRWMD REQUIREMENTS- -�� NOTE: POND SHALL E MOWED AND ALL GEOMETRY Q� PROJECT No. R \� SEDIMIENT,DEBRIS AND GRASS `/',(�jr ' CLIPPING SHALL BE REMOVED AT SITE PLAN LEAST BI-MONTHLY O N-'-S I'T E PARKING 1100-05 PROPOSED SITE STATISTICS BUILDING No. 1 NUMBER SHEE'1°S SQUARE ACRES PERCENT LIGHT INDUSTRIAL PARKING PREPARED BY: �'l SOD TOB=13.25 of SITE 1 SPACE P 2 EMPLOYEES S L� TOTAL SITE AREA 15, + 1 COMPANY VEHICAL LOT a ■ e? • MEAN D.H.W.L 13.08 300 351 2 100.00% PRDPOSED: 2 EMPLOYEES RobeY't Ph s, N NOTE: CONTRACTOR IS TO REMOVE AND REPLACE ANY PAvEMENT AREA 4,850 .1 1 1 3 31 .70 TOTAL REQUIRED SPACES 2 PAGE NUMBER SIDEWALKS AND CURBS ALONG ADJACENT SIDEWALK AREA 0 0 0% PROPOSED PARKING = 5 1535 Park Terrace East BOTr.=11.75 _ Atlantic Beach, Florida 32233 PROPERTIES WHICH WHERE DAMAGED AS A BUILDING N0 .1 AREA 4,000 .0918 26.14% BUILDING No. 2 (904) 219-8385 ` -GRAVEL JACKET c BUILDING No.2 AREA 1 ,860 .0427 12.16% RESULT OF HIS CONSTRUCTION. LIGHT INDUSTRIAL PARKING 3"ORIFICE OUTFALL PIPE DESIGNER. RK PHILLIPS POND CROSS SECTION TOTAL IMPERVIOUS 10,710 .2459 70.00% 1 SPACE PER 2 EMPLOYEES DESIGN ENGINEER WITH MESH SCREEN ANY EXISTING DRIVEWAY APRONS, THAT ARE NOT + 1 COMPANY VEHICAL LOT DRAWN BY: BD µre AREA PRDPOSED: 1 EMPLOYEES = 2 DATE: AUG oS ROBERT K. PHILLIPS, PE TO BE USED ARE TO BE REMOVED AND RIGH-OF-WAY rTOTAL GREEN AREA 4,59:0::L.1054 30.0U�o TOTAL REQUIRED SPACES CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. '�'>IILL BE BROUGHT BACK TO GRADE, PROPOSED PARKING _ 2 DATE: AUG 05 PE 48896 5 5r 13m Cyt 1 PLANTING NOTES 1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT SITE CONDITIONS AND ALL QUANITIIES INDICATED ON THESE PLANS, BEFORE PRICING WORK, 2. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO, 1 OR BETTER NURSERY GROWN IN ACCORDANCE TO FLORIDA GRADES AND STANDARDS HANDBOOK, 3, PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, INSECTS, EGGS OR LARVAE AND SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. - 4. ALL PLANTS MUST BE CONTAINER GROWN OR B&B AS INDICATED IN THE PLANT (n LIST. O 5. ALL PLANTS SHALL CONFORM TO THE VARIETIES INDICATED IN THE PLANT LIST. V) 7 uj 6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT OR ENGINEER, IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR VARIETY WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 7. PLANT MATERIAL LOCATIONS AND BED OUTLINES SHALL BE STAKED OR FLAGGED ON SITE BY THE CONTRACTOR AND SHALL BE ADJUSTED IF REQUIRED TO FIT ACTUAL AS-BUILT CONDITIONS ON SITE AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. WEST 8. ALL PROPOSED TREE PLANTING LOCATIONS SMALL BE STAKED OR FLAGGED I3 ITH STREEIBEFORE INSTALLATION BY 7HE LANDSCAPE ARCHITECT OR ENGINEER AND APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. --- 9. THE CONTRACTOR SHALL EXCAVATE PLANT PITS, ACCORDING TO THE DRAWINGS, (50' RIGHT 0 F WAY) m UNLESS OTHERWISE DIRECTED. 10. all CONTAINER GROWN ROOTBALLS SHALL BE CAREFULLY SCOURED BEFORE SETTING IN PLANT PITS. f. 11. ALL BACKFILL AROUND PLANT MATERIAL SHALL BE WORKED FIRMLY, TAMPED _.... AND WATERED IN UNDER AND AROUND THE ROOTBALL TD FILL ALL VOIDS. < •..._ _.._._____ ._....____ _...._ „r ....__. __.__._._W.. I _ 9 vLLJ 12. LANDSCAPE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPER �A 1^r - -- - - �f ".•_ _' .......�. WfVI - u"_.,_. ,��... ..__ _......r_., _.... �.. .,...�.. ...XY ._.-��...�...._-......._ .�. ...rn m -- 7" G`_2 '�'!" .v R w vY• � Q SURFACE DRAINAGE OF PLANTED AREAS. ANY DISCREPANCY IN THE DRAWINGS, - OBSTRUCTION 0 1HE SITE, OR PRIOR TO WORK DONE BY ANY OTHER PARTY, WHICH THE CONTRACTOR FEELS PRECLUDES ESTABLISHING PROPER DRAINAGE __ ] SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT OR ",-._,•._.",_._,...."_.w..__.__._..-.- w._w..".. ._..__. _...... _..._... _ _......"..._.. _ _. _... ._._._.._, w _.-.. � �',. '' I , ENGINEER FOR CORRECTION OR RELIEF OF SAID RESPONSIBILITY. � 4 �.. � ,t, •� .,. - _.„_ -• _ „ ll _. I '.' SHALL F , :F' UNIFr F? �. Iy f-I, ......;•...._...... I', .«.-;__,_.....-.-._t_� � ., 1�ii � .._.._...._-.__...,°�...... ...._,._..._.. ._....f.....,...,.,_..." _,.-a'.�, kl. °",1 ... � H ..rv...,.. G-- � 13. PANTING BEDS IALW B CUT (.R EDGED TO FORM A UN FJ M ,_.-AN LINE _ 1 BETWEEN BEDS AND LAWN AREAS. -;" ..�..__ ..." _.._.. .._._ i _r_... k,, + "_ I1 _ _ -w_„_- ' 14. AFTER ALL PLANT MATERIAL IN A PLANT BED AREA HAS BEEN INSTALLED AND <7 A n, APPROVED, THE AREA'S BETWEEN PLANTS SHALL BE RAKED TO AN EVEN GRADE 10z] `• ' �t TO CONFORM TO PREMULCHING FINISH GRADES, ALL PLANTING BEDS AND PLANT � _.._._ __,.__..._._.. �_ .. _.. �__ - ti SAUCERS SHALL THEN BE UNIFORMLY COVERED WITH A MINIMUM THREE INCH �. _ =� - � / k W G• LAYER OF #2 GRADE OR BETTER CYPRESS MULCH. ` ' / 7 r k� r LIVE OAK 15 ALL PLANTING BED AREAS WITH ACCEPTABLE TOPSOIL SHALL BE TOP DRESSED j WITH 5D o ORGANIC 6-6-6 COMMERCIAL FERTILIZER AT A RATE OF NINE POUNDS i r? i DOUBLE X12 PER 1000 SQUARE FEET AND TILLED TO A MINIMUM DEPTH OF THREE INCHES. l` } l "'7 ^} Y p 7 GAL\/. WIRE a i 16. PLANT MATERIAL BACKFILL MIXTURE SHALL BE THOROUGHLY MIXED IN THE � I "k ., �� ,• a �•fswii r R 2 X 2 TREE FOLLOWING PREPARATIONS; NY f r f STAKE (5) - 50% EXISTING CLEAN TOPSOIL TOPSOIL SWEET VIBURNUM X � r i , :r [1 �{" � •.. _7.�...I � i t Z j REINF . RUBBERMULCH NOTES: 50% SOIL M X PEAT F05E � r } 3 I' I "7 � TEMP. EARTH COW MANURE SAUCER REMOVE TOP tr 17. THE LANDSCAPE CONTRACIOR IS RESPONSIBLE FOR ALL FINE GRADING 1 �;,'___._. ..� � ; =,� �' � � BURLAP I 7" +w.rxu.,awa:.aFrw�axssa: u:R:�;ia«�rroaa�� PREPARATION FOR PLANTING. • . 18. ROUGH GRADES WILL BE ESTABLISHED BY THE OWNERS GENERAL r ' , ` CONTRACTOR AT APPROXIMATELY 3 INCHES BELOW CURBS, SIDEWALKS, F°IARDSCAP n 4; � � �. '; .w -:r ;,� �. t 1. i, •'/\�/ � AMENITIES, MOWING STRIPS AND ABUTMENTS. 1r spa I� ! 'y COMPACTED %f 19. CONTRACTOR SMALL COORDINATE CONSTRUCTION OF PLANTING AREAS WITH - " _,, i �_ ___�__T } 7 ^ I �F y s PLANTING SOIL _ �� INSTALLATION OF IRRIGATION SYSTEM. mum 20. WHERE SEEDING MAY BE REOUIRED ON THE PLANS, GERMINATION RATE SHALL BE THE MAXIMUM PERCENTAGE REQUIRED FOR THE VARIETY SPECIFIED AT THE 6 RATE OF APPLICATION SPECIFIED. A„ - �. j _h 18., X AREAS HA BE SPECIFIED GRASS. GRASS FOR SODDING SHALL BE 21. SOD SHALL FRESHLY CUT IN SQUARES ONE FOOT WIDE BY TWO FEET LONG, SOD SHALL BE -2X- HEALTHY, FREE OF INSECTS, IN NATURALLY FLOURISHING CONDITIONS. DRY, BROWN ` �I, f � � � 1 STAKE FOR TREES 2" CAL & LESS AND UNFRESH SOD WILL BE REJECTED. 1 {, . 2 STAKES FOR TREES 2 1/2" - 4" CAL ■ 22. 50D SHALL BE LAID END 1'0 END AND SIDE TO SIDE IN A STAGGERED LINE f P I'0 FORMA UNIFORM LAYER. ALL UNEVEN EDGES SHALL BE SQUARELY TRIMMED !� r I _ I 3 STAKES FOR TREES GREATER THAN 4" CAL. >0 TO ALLOW CLOSE AND FIRM FITTING OF EACH PIECE. 41 23. AFTER SODDING iS COMPLETED, THE ENTIRE SOD AREAS SHALL BE WATERED �, lam',,. ~w `""`"" -.--. Si .t PANTING DETAIL BY HAND 0R IRRIGATION SYSTEM EACH DAY FOR 1WO WEEKS. SODDED AREAS ' SHALL THEM BE TOP DRESSED WITH A COMMERCIAL FERTILIZER AS DIRECTED HEREIN AT A RATE OF 12 POUNDS PER 1000 SQUARE FEET OF AREA IN A EVENLY BROAD CASE PATTERN. I ;_ `rr ✓`�' �� - } tai 24. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIAL ON SITE DURING AND BEFORE PLANTING, UNTIL THE WORK IN f r� ACCEPTED BY THE LANDSCAPE ARCHITECT OR ENGINEER AND OR OWNER. 5. ALL PLANTS SHALL BE GUARANTEED BY THE LANDSCAPE CONTRACTOR TO BE '' I ` z ;: _ HEALTHY PLANTS AND IN FLOURISHING CONDITION OF ACIIVE GROWTH FOR NINETY `! �} 3" CUNT, LAYFvR OF MULCH (90) [DAYS FROM FINAL INSPECTION AND ACCEPTANCE. ALL TREES SHALL BE u f 4. ) t{ �� I i .-f��� �-PLANTING SCfL (SEE SPEC.) �, GUARANTEED AN ADDITIONAL ONE YEAR FROM FINAL INSPECTION AND ACCEPTANCE, 06 26. THE LANDSCAPE ARCHITECT OR ENGINEER, OWNER OR OWNERS `---2" SUCHi Enk7H SAUCER REPRESENTATIVE SHALL HAVE TIME RIGHT TO REJECT ANY AND ALL WORK WHICH IN HIS OPINION DOES NOT MEET WITH REQUIREMENTS OF THE SPECIFICATIONS AT ANY STAGE OF THE PROJECT OPERATION. - - • ,�-,, �� �� T I-m•TTI-•gip �7f= i IT I� 27. IN GENERAL, THE WORK SHALL PROCEED AS RAPIDLY AS THE SIZE BECOMES fir',. AVAILABLE. KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TMES' INSTALL FENCING AROUND �PROTECTIVE 1 N ING ARQ N low 28. 1HERE WILL BE SPECIAL CARE TO ALL EXISTING TREES 10 BE RETAINED ON EXISTING OAK TREES DURING CONSTRUCTION SITE 10 AVOID CONSTRUCTION DAMAGE. __ 29 IF AN AUTOMATIC IRRIGATION SYSTEM !S 10 BE PROVIDED IN LIEU OF HOSE llT 111= THE PLAN,J A SHOP DRAWING OF THE LAYOUT AND DESIGN BIBS AS SHOWN ON , i T���J1={'�, MUST BE SUBMITTED TO THE GOVERNMENTAL AGENCY, FOR REVIEW AND Til- 1�1� ;' ITi=I II_JI ' � IeEMovE :•vNTAfNE,z APPROVAL, PRIOR TO INSTALLATION. ? 5EFORE PLANTING 30, IRRIGATION SYSTEM SHALL BE FULLY AU10MATIC, PROVIDING 100% COVERAGE 10 ALL PLANTING AREAS, WITH ALL POP UP HEADS IN LAWN AREA, i �� ° 4 f I DRY �/ [��`)-'�f�I ((1 f� POND N D � � � PLANT H6LE WITH VERT, SIDES 31. IRRIGATION STATION SHALL BE SET WHERE THERE WILL BE NO MIXING OF U r` i '\ I 1 V LJ! J �J N PLANTING ;pILfOMPACTF.D SHRUB AND LAWN AREAS, FIXED SPRAY HEADS WITH GEAR DRIVEN HEADS OR �v' m �'�•>� TO PREVENT SETTLEMENT IMPACTS. SHRUB RISERS SHALL BE MINIMUM 2.5' FROM EOP AND ALL HEADS MINIMUM 1' FROM BUILDINGS. - .._..w ' " h �� 1 CONTAINED GROWN SHRUB 32, A DOUBLE CHECK BACKFLOW PREVENTION (OR APPROVED EQUAL); EQUAL TO 13-25_ "..._....r,w..._..,, ....,...................._ �' r'�, N.T.S. A DCA-100; TO BE MOUNTEC IN A RECTANGULAR VALVE BOX (12"X10") ON THE SERVICE SIDE OF THE METER AND IMMEDIATELY ADJACENT TO THE WATER METER. M.... ., _ ._._-M•-... ._ 33. AFTER THE LANDSCAPE PLAN IS APPROVED BY THE GOVERNMENTAL AGENCY, ANY SUBSEQUENT CHANGES MUST BE RESUBMITTED FOR REVIEW AND APPROVAL. ,•_ _..,_.__M , ;�' �.._- 34. SHADE TREES SHALL BE PLANTED MINIMUM 4' FROM EOP AND 15' FROM ar LIVE OAK �r� HATE: ,�. AUGUST 2005 SWEET VIBURNUM SCALE. PLANT LIST PROJECT No. DESCRIPTION QUANITY SIZE SPACING 1100-05 LIVE OAK 5 10'---- 12' F-IT. 2"D.B.H. AS SHOWN NUMBER SHEETS VIBURNUM ODORATISSIUM SWEET VIBURNUM 23 24"H'T. 3 GAL 36" OC PREPARED BY: . 12 AS NEEDED Robert h ps, iLANDSCAPE 1535 Park Terrace EastPAGE NUMBER Atlantic Beach, Florida 32233 (804) 219-'8385 DESIGNER: RK PHILLIPS DESIGN ENGINEER DRAWN BY: BD ROBERT K. PHILLIPS, PE DATE: AUG 05 CHECKED BY: RK PHILLIPS FLORIDA REGISTRATION NO. DATE: AUG 05 PE 48896 r ��h 1)/