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BULL PARK IMPROVEMENTS 716 Ocean=FT Pd�rml 800 SsrolINCLE ROAD 4%4NTIC BEAC�4, FLORIDA 32233 t04-247-5500 IB04-247-5505 /,"rm4Xm I EXISTING CONDITIONS , - * ................ . L -I DEMOLITION PLAN .... ' ' * ... ' ......... '' L-2 DIMENSIONING / LAYOUT PLAN ............ L®3 LIGHTING LAYOUT / GRADING .... ........ L-4 PLAZA PARDSCAPE PLANS ....... PLAYGROUND PLAN ................... PARDSCAPE DETAILS- ................ L-1 SECTION AND SITE DETAILS ........... L-8 TENNIS / POSTAL PAVILION ........ L-cj PAVILION DETAILS ...................... L-10 PAVILION DETAILS ...................... L-11 PLANTING PLAN ......................... L-12 PLANTING DETAILS ...................... L-13 IRRIGATION PLAN 4 DETAILS ------------- L-14 ICS T 5T T 26•• POINT pF smsINNINCs DATE PALM PLAT 61,401.6N is .000 +' FRO°9 CL05IN6 5FVEE 47�4 5.TFF-F-'T FIGS -#x H 5TFF-F-T ATLANTIC 51ACHI NOTICE OF PROPRIETARY RIGI-IT5. THESE DOCUMENT$ AND THEIR R CONTENTS ARE THE EXQ-USIVEPROPERTY OFTNE GE.NE8J6 6R0UP INC. AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE; OR IN PART WITHOUT THE SPECIFIC WRITTEN GONSENTOFTHE GENESIS GROUP INC: THESE DOCUMENTS AF4E ONLY TO 5S USED UNDEI@ THE CFIREGTIONCFTNE GENESIS GROUP tNC;FORTIEPF"Ct AND SITE SP'ECIFIC:ALLY IDENTIPIEL?, HEREIN AND AF& NOT TO ee user) ON THIS, OR ANY OTHER PROJECT UXTHOUT TFIE SPECIPoC UFJTTEN Ct T OF T �4 E. G.E N E 5 i S GROUP I N C c�199$THE GENIF61S G 0U`P INC. 61�4EET TITLE r ! SITE 4N FiGPTH 5TRF-'-T REMOVE CONE WALK ASPHALT AND LMFa0CK IN FUTURE NON -PARKING AREAS. LEAVE SUB -BASE MATERIAL IN FUTURE PARALLEL PAW -ft 'a SPACES EXISTING OAK 8Y [Wz :IMBS AND DEADWOOD ION OF ARCHITECT. RELOCATE d 51E\.lFjqT14 5TREET IC-sHTH 5TRE T $AUX= ASM4ALT ALOWs EDWSOfle fRO"10YE W14EEL STOPS AOF44A.LT A40 LRIEROCK - ` ' .: TO .,.. - V. AND FOR ,OPO . REMOVE CONCRETE SIDEWALK R11rLocaTE - C:QORD INAT$----------~-___-----�� -- ---_ wltw PHONE UTILITY H T L.,'KAfN I FViOVE PLACA&S ® ® ® FlA0M SEATS AND IW -LOCATE TO !`* M IAL PLAZA SEE L-5 s aft kWh, A ft 1;1�mMULITOION NOTES 1. WNTRACTOR SHALL SECURE ALL REQUIRED PERMITS PRIOR TO COMI" 1ENCEi' MMT ANY SITE WORK 2 PRIOR TO DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE PROPER TREE PROTECTION EROSION CONTROL BARRIERS ON APPLICABLE AREAS ON THE PROJECT SITE, 3. THE CONTRACTOR SHALL SAW -CUT ALL PAVEMENT AND SIDEWALK EDGES TO THE LIMITS S4-IOUJN FOR THE REMOVAL OF EXISTING PAVEMENT AND SIDEWALKS. 4- THE CONTRACTOR SHALL PROVIDE MAINTENANcE OF TRAFFIC FOR BOTH PEDESTRIANS AND VEHICLES AR[D PROVIDE SAFE PASSAGE FOR BOTH TWR0,UGWOUT THE ENTIRE CONSTRUCTION PERIOD. 5, ANY MATERIALS REMOVED, IF NOT DESIGNATED TO BE REUSED, SHALL PROPERLY DISPOSED OF -81 BY THE CONTRACTOR. ANY MATERIAL WHICH THE CONTRACTOR WISHES TO REUSE SHALL BE APPROVED BY THE CITY BUILDING INSPECTOR AND PROJECT ARCHITECT PRIOR TO REUSING THOSE MATERIALS. h. THE CONTRACTOR SHALL TEST THE EXISTING: VEHICULAR BASE MATERIAL TO DETERMINE IF MATERIAL IS SUFFICENT TO MEET PROJECT SPECIFICATIONS. -1. UTILITIES OTHER THAN THOSE DEPICTED ON THE PLANS MAY EXIST WITHIN THE AREA OF CONS TION, CONTRACTOR SHALL VERIFY ALL ACTUAL FIELD LOCATIONS PRIOR TO CONSTRUCTION. 8- PROJECT DESIGNED BASED ON SURVEY INFORMATION PROVIDED BY HA. DURDEN AND ASSOCIATES. DATED APRIL 6, 1988. 9. CONTRACTOR TO NOTIFY "SUNSHINE STATE" ONE -CALL OF FLORIDA, INC. AT 1- -432-4110, 48 HOURS PRIOR TO START OF CONSTRUCTION. 10. ALL AREAS, DRIVEWAYS, STREETS, STRUCTURES, PLANTS, ETC. DISTURBED OR DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THE ORIGINAL CONDITION OR BETTER 11. CONTRACTOR TO COORDINATE ALL WORK WITHIN RlGWTS-OF -WAY WITH CITY OF ATLANTIC BEACH AND UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITIES AND ADJUSTMENTS TO SAME. 12. UNLESS NOTED, ALL SITE FURNITUW AND APPERTLNANCES SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. 13, ALL MEMORIAL MARKERS AND PLAQUES SHALL BE STORED IN A SECURE SPACE UNTIL FINAL INSTALLATION 14, THE LAR3E COQUINA STONE MEMORIAL AND CO=INA MASONRY MEMORIAL TABLET SHALL BE LOCATED INTACT AND UNDAMAGED. CONTRACTOR $14ALL PROVIDE PROTECTIVE COVER AND ADEQUATE BRACING AND SHORING DURIW3 RELOCATION. 15. MEMORIAL PLAQUES AND LOCATIONS IDENTIFIED e_0!) SEE 3 / L-5 FOR NEW LOCATIONS ATLANTIC 4 H, NOTICE OF PROPRIETARY RfGs 4T5 THESE DOCUMENTS AND THEIR CONTENTS ARE: THE EXCLUSIVE PROPERTY OFTHE GENESIS GROUP.INC. AND ARE NOT TO DE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE: OR IN PART UJITHpUT THE SPECIFIC IIRITTENCON5WOFt'HE GENESIS GROUP INC. THESE DOCUMENTS ARE ONLY TO OS USED UNDER THE 011ECTIONOFTHE GENESIS GROUP INC FORNEF JECt AND SITE SPECIFICALLY IDENTIFIER? HEREIN AND ARE NOT TO ISE USED ON THIS, OR ANY OTHER PROJECT UNTHOUT TWSKCFICW NCON5ENTO`TNE GENESIS GROUP INC. lSSaTHE GENESIS GROUP INC. SHEET TITLE PLA DR LIN 5Y: : Ec.KE � 5y: : DEP KRE RELEASED FOR DATE AML 10, 1998 REVISIONS PROJECT NUM5E:R 3351-0�! SCALE SHEET NUMBER VcZ0, L NORTH OF 14 1 EXCAVATE TOP 24" OF SOIL AND REPLACI= WITH 24" CLEAiV, _---- SILICA SAND WOOD PICKET FENCE SEE 2 / L-8 8 (3) TYPICAL S' X 22' SPACE 3 Itt" TYPE 5-11 ASPWALT OVERLAY CA41LDF41ENS PLAYGROWD STRUC ME 614MT L-X� 1 1 V 1 4'X 4'&62X= dWW 1 1 i AIt IIg" TYPE S-fI / ASPf-IALt OVERLAY l _ 15 r GONC CURD - TYP. I&XIO' POSTAL GAZEBO TO CONTAIN. MAILBOX (CLOSEST TO DRIVEWAY), FSU PAPER BOX 11j" TYPE S -II ALT OV*-RLAY USA TODAY BOX AND FOLIO BOX ONLY - NO APAMIENT GUIDES, REAL ESTATE OR CAR BOXES 2 9 POSTAI_ GAZEBO L - s R SEE L -S s„s (3) TYPICALX IS'....---- PARKM SPACE.. _..., , .. - W R 3 ° ., ' IVERLAY ' �S. 12' X 20' WAPblICAP SPACE Q' WALK FLUSH W/PA JY ' R RAMP UP TO EXIS P -14 GRADE PLAZA LAI DETAIL I LIGHTING NOTES 1. LIGWTINs TOR SHALL PROVIDE AN APPROVED ELECTRICAL WIRE SIZW-v PLAN .FROM A REGISTERED ELECTRICAL E -%INFER AND IDENTIFY AN ELECTRICAL SOURCE, 2. TOR AND THEIR SUB -CONSULTANTS SHOULD TAKE PRECAUTIONS TO AVOID CWING EXISTINCsTREE ROOTS. Ink 5 %J WAND DIG AROUND RooTe Its IN SIZE OR LARSER.IV&l "ISE.Ll 3. CCNITRACTOR SHALL BE AWARE OF ALL UTILITIES AND TAKE �''''! Mr=ASURi=S TO .VENT LICTS. CALL FOR LOCATIONS AND �.J 'IENC CONTACT CITY OF ATLANTIC 5EACH FOR UTILITY INFORMATION, ROUP STRATEGIC - LANDSCA,PE 4. CONCRETE LIGHT POLE LASE CONSTRUCTIdN, INSTALLATION AND PLANNING A R.0 H I T B C T U R SLEEVIW.s IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR V I BA in DESIGN "ENGINEERING 92sI0 CTPRr;83 &ia;rax a'>at►�.-90I-,r a. $oo JAC%SONVILLS, FLORIDA, 3Z286 (404) 780-9.360 FAX 730-7`165 II ��+R t /r t 1, TOUT DEPICTED ARE ABOVE ExtsTINCs SURROUNDING GRADE ATLANTIC ACH AND ARE NOT REFERENCED TO ANY ESTABLISHED, FREC0RDED ELEVATIONAL DATA, FLOR IM 2. ALL CONTOURING SHALL BE SMOOTH WITH NO ABRUPT CWES IN GRADE- UNDULATE COZOUNDPLANE WITH SLOPES NO GREATER THAN STO1. 3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE THROUGHOUT TWE SITE AND ELIMINATE PONDIwz OF WATER ANYWHERE ON SITE. 4. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING THE APPROPRIATE U L:L AMOUNT OF FILL TO GRADE PLAN AS DEPICTED. FILL SHALL BE FREE OF DEBRIS, oR3ANICS, ROOT5 AND CONSTRUCTION DEBRIS. MEMORI,AL f=04=< rw BENCH - SMITH 4 NAWKEN 11GIVERNY" r61 BENCH RENOVATIONS AND ,45541, P# -NONE 415-3843-6300SITE MODIFICATIONS LFA LIGHT POLE - STE 5ERG VINTAGE LIGHTING - 1-01 OLD TOWN A640 FIXTURE, 10CLU MH, ON AUGUSTA 4212 POLE, OAST ALUMINUM, VERDE GREEN FINISH ATLANTIC 59ACoH, GL UPLIGHT - HYDREL - MODEL 9100 5ERIE5 HID, PL.ORI04 NFL - B0* SPREAD, 100W MH DIRECTION OF DRAINAGE PLOW NFL - 30' SPREAD, 100,0 MH NOTICE OF PROPRIETARY RIGI-I 5 THESE DOCUMENTS AND THEIR CONTENTS ARR TI4E DCLUSIYEPROPERTY 'OFTHE GENES t8 GROUP INC. AND ARE NOT TO BE REPRMUcED, PUi d iswED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPEGIPIc MTTENCCNSENTOFTHE GENESIS GROUP INC, THESE DflCUMENT3 ARE ONLY TO BE USED UNDER THE DISECTM OF T N E G E N E S 18 GROUP INC, FOR Ti E PROJECT AND SITE', SPECIFICALLY IDENTIFIED HEfiMpy AND ARE HOT TO M USED ON THIS, OR ANY OTHER PROJECT WITHOUT THE BPECIFr-MTTEN O0NWNT OF T N E S E N E S 15 GROUP f N C. IVBST441= GEiNr=S I5 CsROI.II. INC. SHEET TITLE : SRM (i�C� AN LIGHTING PLAN DRAWN BY: CHECKED BY: DEPKRIE RELEASED FOR : DATE . 100�o APRIL. 10, 199$ REVISIONS PROJECT NUM5ER 3351-0>a1 SCALE SHEET NUMBER 111 201 L=14- NORTH OF 14 120 V SOLIFROE FOR FLAG UPLICiWT - DIRECTION OF DRAINAGE -- SOLDIER BORDER - COLOR - TAN / OCHRE t j G I f SMITH t HAWKEN 5` BENCH I "1 IVERN`r'" MODEL X280 NEW PAVERS FLUSH WITH EXISTING BRICK STEP 0 PLANTER DOUBLE SOLDIER BAND CONC. SIDEWALK PLAN 6 ADELE GfRAGE FLAZA TENNIS COURT SMITH 8 HAWKEN 51 BENCH "GI RNY" MODEL d52 CENTER COPING CUTS IN SEAT WALL 12" X 18" HT. SEAT WALL STUCCO ON 12" CMU CONC. SIDEWALK SCALE: 114" a 11-011 PROVIDE (2) SEALER COATS ON PAVERS AFTER INSTALLATION 411 R - 2' X 5' X 6" CAST CONC. TABLET WI EXISTIW_% PLAQUES - TYP, mEmoRiAL PLAQUE _@ CLEO 4 505 JACKSON 3/8" EXPANSION JOINT - WWII MEMORIAL k�t) - COQUINA R� RELOCATED ATLANTIC BEACH GARDEN CiRrl BRICK BAND - MITER ALL -- CORNEIRS AND SPACE REMAINDER BRICK EVENLY THROUGH BAND. 12" X 18" HT. SEAT WALL STUCCO ON 12" CMU PROVIDE (2) SEALER COATS AFTER INSTALLATION CENTER COPIN63 CUTS IN SEAT WALL HERRING15ONE PAVER :FIELD COLOR -TERRA COTA SCALE: 1/41� 11-011 III (P 40'-011 (12 190 mm) — HR -04 24" SILICA SAND BASE HORIZONTAL RAIL (TYPICAL 2) j cY1 p 1648-4-PP2 CHAIN CARGO NET 1604-01-TF2 SHIP'S WHEEL/ BALUSTER WALL (AT 7' DECK) 1643-4-52 STAINLESS STEEL CHUTE (PLASTIC CYLINDER 1609-60-TF2 SPELLING PANEL, BALUSTER WALL AT 3' DECK) 1609-40-TF2 (DDITiON CYLINDERS PLASTIC CYLINDERS, AT 3' DECK) — I . e CLATTER BRIDGE WITH BALUSTER WALL us AWAWmm Iil1!1�� s ■ r . * • ■ PLASTIC PANELIl�i� Iiia s s s .E ssr •ss if Ff i] ElL►�`��\ f GNILDRENS PLAY STRUCTURE 1681-5-PP2 RING CUMBER 1684-2-PP2 DECK RAMP 1687-3-PP2 VERTICAL SAFETY CLIMBER t 30" 14T. WOOD FICKET FENCE SEE 2 / L-8 SCALE: 1/4" m I'-011 12" CONCRETE BORDER SEE 10 / L--1 PLAYGROUND NOTES METAL PLAY14 .- : CA4 _DANORMOUSLY +40T MUST UJAR4 USERS T"T SEROUS 11-6WAL W' -Oe MAY AS RECOMM04DED 13Y THE U6, CONOU'VQ PRODUCT &AtM C42,"fWkK TW OUNER MIST PROVIDE. - REDUCE T14E RISK OF -(♦ . NAW To PLAYERS;w....... ASPWALT OfR COMPACTED SAFETY PERPIETM WYERIM U114 POFC*IVNG "JOT 4LWAYO SU11MOUND PLAYCOMDUNDEQUI11"IEW17- RECKLARLY C411PONEWO ARE N PRIOPER WCFWJWS.RPM &"*OTH ANY 6"14P E0096. REPAIR DAMAGED PARTS AM IMPORTANT DRAUJINCz NOTES POST ■ PC. MAiaK ® • P19C ® 1�i� ® • Prtc ® • P►mc • . low tUI � • Pic ® Pi9C �1 • P�� ® Puc ® • Nominal Post Height, in feet, above finished grade. Dads heights era in feet (unto" noted otherwise) and 41 toned from finished grade allowing for 2'-00 0&10 tit) of safety surfacing (by ) to be added after aesembig. All posts are to be buried W-dV 0220 mai) below finwhed grade and set in cowate footing (by ). Consult project ineer for exact footing roquireroontc Dimensions on this area drawing take precedence over gsmaric acceseoN erection drawings, if noted and/or different. Cvsrall dimensions of equipment are outside to out- side moa anal do not include the noceseary additional barrier-Aaw zone. Use this area Drawing in coWunctton with *w Accessory Erection I3rawwge and the installation GWdelinas. BULL f ARK 4400 PLAY PLATFORi 1 SLAGLEY ARC, 41TECTI:4,AL 8 RECREATIONAL PRODUCTS GR'EENVILLE, AL 3&03i p WIDTH VARIES 1/2 " CONTROL JOINT WHERE APPLICABLE a ; 7—FINISHED GRAPE 5" CONCRETE SIDEWALK. COMPACTED ROCK SALT FIN15H SUBGRADE 1 SECTION COLIC. I _WAI. CONTROL JOINT 3,000 PSI CONCRETE SIDEWALK ROCK SALT ROCK SALT FINISH FINISH -47 BRICK SOLDIER COMPACTED BAND MORTARED SUBGRADE OT I ON is We I OCG SCALE 111=1'-o" 10'-0" TYP, 10'-011 TYP, ROCK SALT FINISH 11iz" TROWELLED EDGE EACH SIDE BRICK SOLDIER BAND W/ RECYCLED BRICK MORTARED TO SLAB PLAN e BRICK SIDEWALK SCALE 1/4 .= I. -o " ROCK SALT FINISH CAP ON 3000PSI CONCRETE HEADER 12" FINISHED 04 REBAR, GRADE CONTINUOUS LIGHTLY COMPACTED , _I_�) a BACK FILL -77 I 4 PLAY SAND 24 DEEP "3 REBAR 51LICA SAND 24'" O C ' le a EXISTING SUBGRADE NEW I/2 11 OVERLAY TYPE "511 PAVEMENT EXISTING ASPHALT AND L IMEROCK - 7 ROUNDED 3,000 PS! FIBEFI"tESH C4 -1A. R CONCRETE SIDEWALK, BAR ROCK SALT FINISH 03 RE CONTINUOUS y4 _ =1 I Ed I i- COMPACTED f SUBGRADE 5" CONCRETE SIDEWALK ROCK SALT FINISH CONCRETE LANDING 5% MAXIMUM SLOPE SCALE 1'1 _ 11-O"1 TAPERED CURB A.DA. COMPLIANT TRACTION SURFACE ADA. COMPLIANT SLOPE 1:12 ($5'. FLUSH W/ ASHPALT MAXIMUM ® 3,000 PSI CONCRETE SIDEWALK W/ ROCK ASPHALT ---� SALT FINISH 6" CONCRETE HEADER CURB RAMP HANDICAPDETAIL MOTION 6 CONO, APRON: I C SCALE 111=11-011 IIT STERNBERG - AUGUSTA 151/21, ON 12" CMU I rC UTMA= d7 I) L ' SCALE 1'1=11_o"' �_� SCALE 3"=1'-0" ULrL A.D.A. COMPLIANT LANDING WITH TRACTION SURFACE �- HANDICAP PARKING SIGN DOWN —� RAMP DOWN - FLUSH 8% SLOPE MAX 1p TURNDOWN SIDEWALK EDGE PROVIDE STRIPING PER F.D.O.T. STANDARD INDEX NO, 11358 0 PAVEMENT SYMBOL CENTERED IN SPACE PROVIDE STRIPING FOR EACH SPACE WHERE INDICATED ON SITE PLAN. DO NOT STRIPE WHEN WIND EXCEEDS 5 MPP Z PARKING clo I STALL 91-011 TYP. TURNDOWN SIDEWALK PROVIDE STRIPING PER F.D.O.T. STANDARD INDEX NO. 11358 PROVIDE STRIPING FOR EACH SPACE WHERE INDICATED ON SITE PLAN. DO NOT STRIPE WHEN WIND EXCEEDS 5 MPH 4" PAINTED WHITE STRIPE I 8'-O" TYP, 6x6 P.T. POST FENCE PANEL 1 2X2 PICKET WRC 38" LONG 6 "' 2X4 ° T 2X2 CV m Sl 2X4 11T=1 —_la d(1 5ALUSTRADE NOTCH POST e TO FIT L J COMPACTED 1 5UBGRADE PAINT ALL WOOD MEMBERS WITH TWO COATS HIGH GLOSS u14ITE LATEX EXTERIOR PAINT. YAT I N TwTO I CAL PICKET PMNCE s SCALE tie „ =I 011 INTERLOCKING CONCRETE (='AVERS ON 111/2" SAND BED OVER 913io COMPACTED SUBGRADE SEE 3/L-5 i 6" X 12" CONC. HEADER CURB 1/2" CHAMFER ON EDGES, SMOOTH FINISH 4" CONC. SIDEWALK J. } ._�dilll �' ► ".AW i &xro P.T. POST 2X4 ON EDGE 2X2 PICKET WRC 36 LONG ImMum m.0a 2X4 BALUSTRADE # j_ c ` NOTCH POST {r TO FIT, TYP. , L J COMPACTED 5U RADE PAINT ALL WOOD MEMBERS WITH TWO COATS HIGH GLOSS WHITE LATEX EXTERIOR PAINT. HDG SELF LATCHING TWO-WAY GATE HINGE AND LATCH WAVE BALUSTER - CUT FROM 2X8 PAINT SEA GREEN, COLOR 5Y ARCH. � It iL tll \� m V'2'X 4'5 cv i P 1 # =1I Id �aii� i GRADE PLANTER 501L TO 12" HIGH POINT WITH SMOOTH SLOPES AND CIRCULAR SWALE CIRCULAR CONCRETE STEPS WITH (3) R15ERS W/ (3) 18"TREAD5 1'/2" INSET AT RISER BASE, SEE 3/L-8 101 - K/t1 41-K/11 *40 NOSING BAR d: ,4 . ° d ° 4 • y4 # I_I t I I I I I I I I I I I I l t I, T ,_, t i 1 71 now 1o" ]all 1Q II '04GV/ SMOOTH FINISH TREAD , J 2% U),45H ON TREAD 2" MIN. 111 p _ T F I" CHAMFERED EDGE . TY 1 F 1 i/2 2 �o " *4' NOSING BAR, CONTINUOUS `4 EACH RISER 11/2" X 11/2" SHADOW REVEAL INSET - CONTINUOUS EA. RISER 4 8 INTERLOCKING PAVERS $AND BED #40 BAR CONTINUOUS 24 O.C. I *4-0 BAR 24" O.C., 2" MIN. CLR COMPACTED 5UE3GRADE 3000 PSI CONC. STEPS 5CALE 1/211=1'-011 SCALE : 11/211 = I,_011 CIRCULAR: CONCRETE STEPS WITH (3) roll RISERS W/ (3) 18"TREAD5 1112" INSET AT RISER BASE, SEE 3/L -a 5'_x,1 51_�tl tall 3000 P51 CONC. *40 BAR 24" O.C. EXP. JOINT 's EA. WITH QUADRANT INTERLOCKING CONCRETE PAVERS ON 1112" SAND BED OVER be% COMPACTED SUBGRADE SEE 3/L-5 AND 4/L-0 ISI' L 18 1 101 - O1, CONCRETE STEP RETAINING WALL (3) 12" R15ER5 W/ 24" TREADS W/ 11/2" INSET AT RISER BASE 2- 2' NOTE: SET LARGE COQUINA STONE MEMORIALS (2) WITH ARCHITECTS DIRECTION 45 TO GRADE DEPTH AND FINISHED HEIGHT 2'X 4' CONCRETE SLAB WITH MEMORIAL PLAQUE EMBEDDED IN CONCRETE DRAUN BY CWECKED BY: 2' L 2' 1 SIMILIAR - SEE *40 NOSING BAR Yp. a 4 d d 4 DEP KRE FINISHED GRADE SLOPE RELEASED FOR : DATE AFRiL 10, 1998 REVISIONS 3 000 PSI CONC. WITH *440 BAR 24" O.C. EXP. JOINT SEE 3/L -5 SCALE. 1/2" = 1'-011 Ga lv. Metal Rides Cap Provide Blocking �4s Redd. Brace To Rafter Connection See 5/L-10 Typ. Rafter To Riclge --- Ra fter Conn ctic�n -- Seel2 S/L-10 V Brace To Rafter \ Connect i on — S/l.. 10: Five -Vee cza lv. Meta i Roofing Typ, r Valley Rafter To ° ' 1xS Cap Beam 4/L -10 @, Beam To - Post. See 1/L-10 Fin. Grade -f- Cc>mpa cted Structura I Fill Typ. Compacted Subgrade Typ_ -� Beam _ 0 a �l W U Fabricated S.S. Rid Cap Bracket See 27E--10 ,,--- 2xS"' Rides Rafters teas Top Of 2xi " Rafters Typ- Ridge Ra ft r. 2xro" races Ea. End Typ- / 2x4" Na i lets Double 2x10" Beam Typ. Ea Side See 1/L 10 2x&ll 151ockin (Interior) T Ea. End See l/L -10 Top Of Post. r Ecd a Deta i l See Detail _ Post Trim Detail See &/L-10 See Detail 4/L-11 E31ue Label Cedar Shake Skirt 1 4'-9'r " ail over 1%" CDX, ," Vert. SpacinQ 2 r Truss to Brace Dta 1 l See3iL-11 x.41 10" Sq. P.T. Post Typ. 1Iz- it Sc{. ste�I tube, bam '04 to match radius, See 3 / L-11 1 P I CAAL Post Trim Deta 1 I POST And Post 5/L-11 FOOTING Chamfer Top Of Concrete SECTION Footing Pedestal 2" 45 DeeA "" � Concrete,. Slab ° Typ• w/ &xg> 1O/i3O WUjF Post To Footing Connection :5 3 0 psi 1"Chamfer,' _ S p i1 4/L Ii ,` =i a I^t 11=1 I r 4 - 1'4 Vert. 5' FootinReinforcement: 4-04E.�J (3" End Glr. , 6" Side Clr.) Typ. l�uare 18" 10" -011 Post / Footing Typ, 4' X 4' Concrete g _ Footing Typ. --------------------------- g I I iI i I# q I ° k. u I - q # P # N # # II I I I /}y # 4'-0tt I I Typ' # # i # # ' i Expansion Joint-r4round 6� ~ Conc. Pedestal To Depth # Of Floor Slab. (Aspha It lmpreenated) Typ. I I # # loll Sp. P.T_ Post Typ. Joe:, " Sq. Goncret(O Foundation Ped4sta I �� a Note: See Section Deta l l This Sheet For Ra fte:r Overhane r- Miter Jorots Typ. or, , 2�_0t" Roof Edge/Fascia See &/L-10 ATLANTIC BEACH ix8 trim, paint white Beam To Post Connection Fl�G%1t See 1-1-10 Va 1 ley Rafter To Beam ,final Dbl. 1-7 Beam Connectic3n Slue Label Cedar 1 1x12 Fascia board, paint white See 4/L -10 Sha -ro 1F vert. sp. NOTE: 2x&" Biocking - Typ. Edge Of Concrete e) Floor Slab x" Vertical 1r2" CDX ea. side Braces Ty p. Cedar 45hakwe yea. side Ridge Rafter - Turned Down Slab Below Typ. Dbl_ 2x10"' Beams Typ. # I 1 Beam Conection Detail Concrete Footin - � ---------- --------------------------- ------ Beam Typ. TyK'. Baem �yK'' FOUNDATION PLAN Val ley Rafter Typ. MSL I in"1ME�i 1 111/ ioiriePrlV!"f � AAMbi F�.�cn,� - i See 9- i �, �1 ° ' ! Truss Gonrtection 3/L-10 DRAWN 8Y: 1 See i ! l' - -1/2" DEF' ScEtw ® I -1- X4/2 ! RELEASED FOR- : DATE �t....qtr...�.,<�.�........�..�.�.�........�.�.J�. 1 wt..s.sAw.�r.��Ar�wq�. ! 10 rl�l�rnw.awlMW-ar. .�, Iry"i-.rrs. rrslrru��w.�-a�wMWWre5�i�t7..■+r4rwA�. �ur� ,4i='RIL 10 1998 -�Ulu Sam I 1 REVISIONS ! Double fter/Truss 4'-9 1/2" TyP, GL Post I I / i211 1211 Typ. ! 5�_Ott Tye - / I CL Dbl. Rafter/ Truss KEW i Miter Jorots Typ. or, , 2�_0t" Roof Edge/Fascia See &/L-10 ATLANTIC BEACH ix8 trim, paint white Beam To Post Connection Fl�G%1t See 1-1-10 Va 1 ley Rafter To Beam ,final Dbl. 1-7 Beam Connectic3n Slue Label Cedar 1 1x12 Fascia board, paint white See 4/L -10 Sha -ro 1F vert. sp. NOTE: 2x&" Biocking - Typ. Edge Of Concrete e) Floor Slab x" Vertical 1r2" CDX ea. side Braces Ty p. Cedar 45hakwe yea. side Ridge Rafter - Turned Down Slab Below Typ. Dbl_ 2x10"' Beams Typ. # I 1 Beam Conection Detail Concrete Footin - � ---------- --------------------------- ------ Beam Typ. TyK'. Baem �yK'' FOUNDATION PLAN Val ley Rafter Typ. MSL I in"1ME�i 1 111/ ioiriePrlV!"f � AAMbi F�.�cn,� - i See 9- gver�iancj AncA Roof i Edge Finish Detail PAY111=10NI, i Rafters Double: 2x�t" tE. s 'MAMI NG T/ Diagonal races..rr>>' 1 yp• See S-.4/2 I 2x8" Ridge Rafter Typ. Rid a Rafter To Rafter/ ! I i ° ' ! Truss Gonrtection 3/L-10 DRAWN 8Y: CWECIED BY: See i ! l' - -1/2" DEF' KRE gver�iancj AncA Roof i Edge Finish Detail PAY111=10NI, i Rafters Double: 2x�t" tE. s 'MAMI NG T/ Diagonal races..rr>>' 1 yp• See S-.4/2 I 2x8" Ridge Rafter Typ. Rid a Rafter To Rafter/ ! I ° ' ! Truss Gonrtection 3/L-10 DRAWN 8Y: CWECIED BY: See ! l' - -1/2" DEF' KRE ® I -1- X4/2 ! RELEASED FOR- : DATE ! ,4i='RIL 10 1998 -�Ulu Sam I 1 REVISIONS ! Double fter/Truss 4'-9 1/2" TyP, GL Post I p / i211 1211 Typ. ! 5�_Ott Tye - / I CL Dbl. Rafter/ Truss T T T ® 3351-1 Section DetailQ SCALE SHEET NUMBER,,: .M r. End Spacer Dbi.2X10,° 3310. Seam '> 3/6" Dlam. Thru. Bolts Typ. 3/16 °' Steel Post Plate (bashers Each Side) Y Interior �+� � 2- 3/Iro"X 3" Steel Straps _4 .��s.,�,�� (Weld To Horizontal Blocking U1/ Welded End Spacer Beam TiE: Straps Fm. 2x8 lis Dam. Thru. Bolting 1-1/2" a CDX- Typ. (See Plan) 1-1/2" 10" 5c{. P.T. Post i „. ., i l � _ S NOTE: ALL 5RACKIETS kD. COATED, L O l,l,J E R A C T SEE Sl;'ECS. E xtndetal iBrkt; 17 From Beare/P'ost Interior Beam clip '°�COX tlD Fm, ll4"x4" An le 1Dbl. 2x1CT>'' Beam Connector in � g 10,� Sq. P.T. Blbckin From 2x8" �. 3/)roll Steel Plate Post g Dlam. -- h � ,` Connector Bracket Typ, Thru. Bolts Interior Clip Fm. 1/2" Diam. Thru. Bolting 3/16"x4"x4" Diam. Thru. Bo its Typ. 3/16" Steel f=late Steel Angle Cedar Shake veneer esa. sic9 Connector Sracke#, ,' tee, 1/2" Diam. Thru. Bolts Typ. 12„ 1 " Sq- P'.T_ P'ost : Interior Clip -1/4" V/2"xa" Bracket ea. d 3/1"x4"x9" 1®, = l 4 Steel Ane 1 ,e y Dbl. 2x10" Beam Below Typ. 2>49>" }Rafters r4p, Obl. 2x6" Rafter Truss Typ, 2x6" Valley Rafter 2xro" interior Blocking 3/16" Steel Tab Welded To 3/8"x 5 1/21, Mach. 4"X 4" Angle Clip For "U" Thru Bolts Tip. Bolt Anchor Extended Brkt. 3/S"X10-112" S.S. "U" Bolt From Bearriliost Bracket From 3116 "X4"X4" Connector # Steel Ang 1 I i I Roof 2x4•" interior Blocking Typ, Corner—� 3/8" Diam. Thru. E3olts !.J/ 2" O.D. washers ®n Interior Truss Pace 2x10" ams F' L'A-N B gond 10" Sq- P.T, most a g o is Typ. l '% If Sq. Meta 13/16" Thick tube, 2X4 Blocking 4-�VAL=,L=W**r E on o' -YR w/2x4 sandwich L ecaL�: 1e1-� and '� If C, DX overly s i¢� s 2x8" Ridge Rafter 3/1ro" Brackt Ridge •- _._ �.. _ 10 Ga. X 1" S.S. Stre (Welded) F= -L A N S•I•D•E 111111�qq 40 111 =>i•DE 2x8" Ridge Rafter 8 -Simpson Model No. A-24 4" 1/2" Thru 5oltine T (Bolt Pattern Per Bracket Des len) 2x&" Rafters Typ. --- 1/2" Thru Bolting. Typ. Notch Vertica I Brace For Ridge Rafter Typ. 2x&" Vertical Bracing Typ.- r • 2 xro " Rafters Typ. 2x4" Na i lers Typ. 2x8" Ridge Rafter Typ. Bolts Ine 2x8" Ridge Rafter Align Corner Of Bracket W/ Top Of Ra fter. Alien Bottom Corner Of Bracket W/ Bottom Of Ra fter. F, 2X8" Bevel Gut Ridge Capping 2x4" Nailers Typ 1d` &'PAP awmal, I k-01 1 A J 3/5" Dian, Mach, Bo I is UJ/ Washers Both 516es Typ_ ( ference Detail 3-A2 L--- - 2x&" Bracing Typ. Double 2x Rafter Truss Typ, 3/S" Diam- Machine Thru Bo Its l,U/ Washers Both 516es Typ. 2xro" Bracing Typ. Gaa lv. (r(eta 1 Drip Ecige F i ve - Vee Cza I v. :. Meta ( Roofin 2x4" Nailer C --;a IV. Meta I 2x6" Rafter Drip Edge 2x4" Fascia 2x6" Fascia Board ---_ 2x&" Interior D is eona l Brace Dbl, 2X6" Rafter Truss 3/8"X 10 1/2" S.S. "U" Bolt Over Valley Rafter-' Inlay after- Inlay Flush W/ Top Surface (Verify Length) Valley Rafter Dbl, 2X6" Rafter Truss 2x6 " interior Blf::;ock.ing - -�71Db 1. 2X10', Beams �flI 4 • _ _ VI V UV Bracket From 3/1,'o "X4"X4" Steel Angle 1/2 Diam_ Mach. Thru Bolts ( Terence Detail I/L -10 3/16" Connector Plate (Reference Detail i/L -10 For Pattern / Layout) 5 I •D E 33-1/2 Typ- (Reference yp_ 2x6" Bracing Typ_ 2" Doubt 2xI0" Tie -1 /2 �a ► ► Beam Typ, 3/0" Diam. Mach. Bo its W/ Washers IxS Trim - 1'%" 5rl, Steel Tube - i5" R Five - Vee czalv, Meta I Roofing Cza (v. Metal Drip Ecige 2x4" Na 1l r 2x6 II Rafters Typ. E• C T- 1. O• N A :PrzI� - r' "► �► m=-111111 munwr .:..Fill . fr r 2x6'° RaFter Steel "U" Bracket Cza lv. Meta 1 Drip Edge 2x4" Fascia Board Cont. - Miter Corners / 5.5. Square Drive Screws Throurghout. 2xro" Fascia ac>arci Cont. - Miter Corners UJ/ 5.5. 5c,jua re Drive Screws Throughout. Simpson Model No. WD26 F-5a,616le Type, Sloped 0 1/2 Simpson Model No. I -IU -28 Typ, (Sloped 4 wed) S.S. Screws Typ. 2x6" Valley Rafter id A rte,, (51C Ra Eters Typ (END) 3 -1/2 Deg. REN10 F 1TIP% AND SIt� M4DI�I ATLANTIC BEACH/ FLORIDA NOTICE OF PROPRIETARY RIGNT5 THESE DOCUMENTS AND THEIR CONTENTS ARE THE EkGLU5W PROPERTY OF T H,E GENESIS GROUP I, N C. AND ARE NOT TO 5E REPRODUCED, PU5Li94E0 OR COPIED EITHER iN WHOLE OR IN PART WITHMT THE SPECIFIC UMTtEN CONSENT OF T H E E EN E S I $ G R Ci P I, N C. THESE DOCUMENTS ARE ONLI'TO SE USED 00ER THE Dmarm GENE616 Git0UP.INr.�POR #ePIROALT AND SITE SPECIFICALLY'`IDENtiPIED I R I, 4Tdt3 ARE NOT TO ft USED ON THIS, OR ANY OTHER MOJECT UJITI•IOUT TFE6KCW,UA7ir"CO ITOFTNE'GENE6IS GROUP INC. @i998 tI-e G )= N E 9 i S' G ile 0 U p -I N G. 61-lEET TITLE VI L f LS DRAWN BY CHECKED BY: DEP KRE RELEASED FOR . DATE APRIL i0, 1998 REVISIONS 2x8" Ridge Rafter PROJECT NUMBER'. r4dg��Oillij 2 .- _ .. 2x8" Ridge Rafter 8 -Simpson Model No. A-24 4" 1/2" Thru 5oltine T (Bolt Pattern Per Bracket Des len) 2x&" Rafters Typ. --- 1/2" Thru Bolting. Typ. Notch Vertica I Brace For Ridge Rafter Typ. 2x&" Vertical Bracing Typ.- r • 2 xro " Rafters Typ. 2x4" Na i lers Typ. 2x8" Ridge Rafter Typ. Bolts Ine 2x8" Ridge Rafter Align Corner Of Bracket W/ Top Of Ra fter. Alien Bottom Corner Of Bracket W/ Bottom Of Ra fter. F, 2X8" Bevel Gut Ridge Capping 2x4" Nailers Typ 1d` &'PAP awmal, I k-01 1 A J 3/5" Dian, Mach, Bo I is UJ/ Washers Both 516es Typ_ ( ference Detail 3-A2 L--- - 2x&" Bracing Typ. Double 2x Rafter Truss Typ, 3/S" Diam- Machine Thru Bo Its l,U/ Washers Both 516es Typ. 2xro" Bracing Typ. Gaa lv. (r(eta 1 Drip Ecige F i ve - Vee Cza I v. :. Meta ( Roofin 2x4" Nailer C --;a IV. Meta I 2x6" Rafter Drip Edge 2x4" Fascia 2x6" Fascia Board ---_ 2x&" Interior D is eona l Brace Dbl, 2X6" Rafter Truss 3/8"X 10 1/2" S.S. "U" Bolt Over Valley Rafter-' Inlay after- Inlay Flush W/ Top Surface (Verify Length) Valley Rafter Dbl, 2X6" Rafter Truss 2x6 " interior Blf::;ock.ing - -�71Db 1. 2X10', Beams �flI 4 • _ _ VI V UV Bracket From 3/1,'o "X4"X4" Steel Angle 1/2 Diam_ Mach. Thru Bolts ( Terence Detail I/L -10 3/16" Connector Plate (Reference Detail i/L -10 For Pattern / Layout) 5 I •D E 33-1/2 Typ- (Reference yp_ 2x6" Bracing Typ_ 2" Doubt 2xI0" Tie -1 /2 �a ► ► Beam Typ, 3/0" Diam. Mach. Bo its W/ Washers IxS Trim - 1'%" 5rl, Steel Tube - i5" R Five - Vee czalv, Meta I Roofing Cza (v. Metal Drip Ecige 2x4" Na 1l r 2x6 II Rafters Typ. E• C T- 1. O• N A :PrzI� - r' "► �► m=-111111 munwr .:..Fill . fr r 2x6'° RaFter Steel "U" Bracket Cza lv. Meta 1 Drip Edge 2x4" Fascia Board Cont. - Miter Corners / 5.5. Square Drive Screws Throurghout. 2xro" Fascia ac>arci Cont. - Miter Corners UJ/ 5.5. 5c,jua re Drive Screws Throughout. Simpson Model No. WD26 F-5a,616le Type, Sloped 0 1/2 Simpson Model No. I -IU -28 Typ, (Sloped 4 wed) S.S. Screws Typ. 2x6" Valley Rafter id A rte,, (51C Ra Eters Typ (END) 3 -1/2 Deg. REN10 F 1TIP% AND SIt� M4DI�I ATLANTIC BEACH/ FLORIDA NOTICE OF PROPRIETARY RIGNT5 THESE DOCUMENTS AND THEIR CONTENTS ARE THE EkGLU5W PROPERTY OF T H,E GENESIS GROUP I, N C. AND ARE NOT TO 5E REPRODUCED, PU5Li94E0 OR COPIED EITHER iN WHOLE OR IN PART WITHMT THE SPECIFIC UMTtEN CONSENT OF T H E E EN E S I $ G R Ci P I, N C. THESE DOCUMENTS ARE ONLI'TO SE USED 00ER THE Dmarm GENE616 Git0UP.INr.�POR #ePIROALT AND SITE SPECIFICALLY'`IDENtiPIED I R I, 4Tdt3 ARE NOT TO ft USED ON THIS, OR ANY OTHER MOJECT UJITI•IOUT TFE6KCW,UA7ir"CO ITOFTNE'GENE6IS GROUP INC. @i998 tI-e G )= N E 9 i S' G ile 0 U p -I N G. 61-lEET TITLE VI L f LS DRAWN BY CHECKED BY: DEP KRE RELEASED FOR . DATE APRIL i0, 1998 REVISIONS 2x8" Ridge Rafter PROJECT NUMBER'. METAL ROOF FIVE VEEP CAL VANI VED FINISH METAL ROOF SEE NOTES AND SPECIFICATIONS BRACKETS - FAINT WRITE, EACH SIDE SELECTION BY ARCHITECT :EDAR SNAKE PANEL, COAT W/ OLYMPIC STAIN SELECTION BY ARCHITECT _'WOLUMN, TRIMAND BASE lW/TWO COATS :>OLYURETHANE ENAMEL PAINT )TE5 AND SPEC: iFICATION5 16" Sq. Concrete Footing __ Pedestal- Reference Section Detail "A -All, Sheet L -c3 For Detail Footing Plans At ®. 111®'1-sf,il 1x8 Sill plate trim, Painted bite 2x10 rouble Beam w/ HDCV 1/2" Bolt, Washer and glut 11/4" Holes around Hardware '/2" CDX Veneer, each side 15 Ib. Felt, each side Blue Label Cedar Shake Veneer 6" vertical Spacing - 2X6 Vertical Bracket 2x4 nailer blocking beyond 3/16" Steel "U" Bracket welded to 11/2 0/2" Radial Steel Tube 3/9" HDG Bolt, Mut and Washers 11/2x11/2" radial Steel Tube 1x8 Radiused Sill plate trim, Painted White Judi 2 j .� CONSTRUCTION NOTES AN CiPiC.D,Ti (1) ALL STRUCTURAL WOOD SHALL BE ,NO. I SOUTHERN YELLOW PINE- MOISTUIRE CONTENT SHALL NOT EXCEED 1'39. UPON SITE DELIVERY. (2) ALL FRIM WOOD SHALL 15E MIN. NO, 2 SELECT WESTERN RED CED 4R, KILN DRIED. (3) ALL WOOD (EXCEPT TRIM WOOD) SHALL BE (PT.)- PRESERVATIVE TREATED- BOLIDEN K-33, OSMOSE K-33 (CHROMATED COPPER ARSENATE, --TYPE It) FED. SPEC. TT -W-550 OR A.W.P.A. LP -2-a8, LP -22-a8, G1CiP-88, TREATMENT CRITERIA: .40 LB/CF FOR GROUND CONTACT MATERIALS AND .40 LB/CF FOR ; NON' GROUND CONTACT ' MATERIALS. SUBMITTAL: SUBMIT MANUFACTURER'S CERTIFICATION DATA FOR ALL WOOD PRESERVATIVE PRODUCTS. AE,N (4) OD FINISH: ALL WOOD SHALL RECEIVE 2 (TWO) FLOOD COATS WHITE POLYURETHANE ENAMEL WITH MiLDEGIDE. (SUBMIT" COLOR) APPLY AS PER MANUFACTURERS SPECIFICATIONS. APPLY TO ALL WOOD SU AGES PRIOR TO METAL ROOF INSTALLATION: (5) ALL METAL FASTENERS, HANGERS, AND BEAM SADDLES SHALL BE SIMPSON ORI (OR APPROVED EQUAL) NOT -DIPPED GALVANIZED, MINiMUt"t 12 GUAGE UNLESS OTHERWISE SPECIFIED ON PLANS, STRATEGIC L A I S C A p E' (6) CONTRACTOR FABRICATED STEEL PLATE CONNECTORS. CONSTRUCT WITH PLANNING `• ARCH I T $CTU iii B GUAGES SPECIFIED ON PLANS AND NOT -DIP GALVANIZE MEETING A.S.T.M. A 153. ALL BENDING, DRILLING AND WELDING SHALL BE COMPLETED PRiOR TO U 11 AN A RSI O N. • B X G UN B B R I N {i GALVANIZING. SUBMIT SHOP DRAWINGS ON ALL FRABRICATED CONNECTORS FOR APPROVAL PRIOR TO MANUFACTURiNG. $854 GTP1188 62111i 111111T8-8Ut11 $49 (i) ALL BOLTS, NUTS, AND WASHERS SHALL BE HOT -DIPPED GALVANIZED. 7 A C C 8 fl !1 Y[ L LZ , FAL fl B# D A- 9 2 5 8 (804=). 730-9960 Y '184-719$. (S) ALL WOOD CONNECTIONS- UNLESS OTHERWISE DETAILED; SHALL BE WITH SQUARE DRIVE, SELF COUNTERSINKING, 0316 STAINLESS STEEL SCREWS CBUGLE HEAD) 010 OF AN APPROPRIATE LENGTH FOR THE CONNECTION. (S) TRIM NAILS: SHALL BE *31ro STAINLESS STEEL UNLESS OTHERWISE NOTED. (10) CONCRETE: TYPE 1, 4000 PSI 0 28 DAYS. FiNISH, BROOM FINISH WITH CITY O TOOLED EDGE o 1/211 RADIUS / 211 BAND. UNLESS OTHERWISE NOTED. (11) REINFORCEMENT BARS: NEW E51LLET STOCK,INTERMEDIATE GRADE, AND ATLANTIC,- 59C H SHALL BE EPDXY COATED, CONFORM TO ASTM A615, A-115. ! A (12) WELDED WIRE MESH REINFORCEMENT: 6X&" 010/x10 (WIA/WI.A). FL0I C./ A (13) SUBGRADES: MIN. &5% COMPACTION PRIOR TO PLACEMENT OF CONCRETE_ SUBMITTALS: COMPACTION TESTS FOR COLUMN FOOTING PADS AND FLOOR SLABS. COORDINATE SCHEDULES WITH FiELD ENGINEER. (14) METAL ROOFINGc: FiVE-VEE TYPE, 29 GUAGE WIT" G -SO GALVENIZED FINISH. ANCHOR WITH GALVENIZED, RiNGED SHANK NAiLS WITW LEAD SEALS. (15) R1DC-sE CAPS AND DRIP EDGE: 29 GUAGE, WiTH G-90 GAL.VENIZED FINISH. (11&) NAILS AND SCREWS SHALL NOT PROTRUDE VISIBLY THROUGH EXPOSED SURFACES. (17) FIELD INSPECTION: ALL REINFORCEMENT PRIOR TO CONCRETE POURS, COORDINATE WITH BUILDING DEi='T, AND CONTRACTOR (?S) CONTRACTORS ENGAGED IN EARTHWORK SHALL. VERIFY LOCATION& OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND S6 -HALL MAINTAIN RESPONSIBILITY FOR COORDINATION, PROTECTION, AND REPAIR IF UTILITIES ARE DAMAGED. MEMO;ZiAL, 2X4" P.T, Blocking Typ. Finish Floor Structural Hardware Trim From 2XI " (Inlay Post Anchor Hardware) C4" Corner Miters Typ.) Top Post Trim Moulding 1x12 Fascia plate Trim Moulding - aim. to above 10X10" P.T. Building Post W/ 1/2" Routed Cove Edge each corner Sn Post Base Trim Moulding i (Copy Of Post Top Trim Mould Detailed Above) Trim From 2x12" (45s Corder Miters Typ.) (Inlay Post Anchor Hwd) Concrete Foundation t i 21 -Pr— I INTERIOR W0017 AT ITEC'1r— DIRECTION. I i 1 21 -PT - i i6 -SP -IS' I -CS - 1 3-610-18 MIT. DOTES: 1. REMOVE DEAD S AND FRUIT BRACTS FR0M ALL PALMS. 2. PRo PERLY PmjNE ALL E xtaTING PLANT MATERIAL AT ARCMFITECTS DIRECTION 3. CON RESPONSIBLE FOR ALL MAINTENANCE BEFORE FINAL ACCEPT 4. REMOVE INTERIOR AND DEAD LIMBS AND ALL LIVE OAKS AT ARCMFITECTO DIRECTIOK i-- 3-8P-14', w, w WT. A 120 -MN I -Imo' -!b' MFT. 1 -CS 1 1 -CS 44T, 48-Lv 1?® -MINE 26-R! 3-SP44', 16" r8' NT. s° � t :P I{fr�-EG ®4 -SP -14' WT. 0 14" • GP IJ -PT 2S -FST SOD \ 30 -EG \\ 1a \5a� CP 3 -SP -W HT. - 20 -LV , 20 -LV 42 -JP 3 -SP -16' MIT. I ,M] �IA7�►7 RINC. STRATEOUC -1 ' ANDSCAPE PLANNING - ARCHITECTURE MAIN DBSIGN ENGINEERING 0250 CTP113S 9111!1 D11r1-SUITE 200 JACKSONVILLE, FLORIDA 5.2256 ( 9 0 4 ) 750-9360 TAX 730-7165 ATLANTIC BUCH FLORIDA wow RENOVATIONS AND ;ZITS MODIFICATIONS NOTICE= OF PROPRIETARY RIGPTS THESE DOCUMENTS AND THEIR CONTENTS ARE THE EXCLUSIVEPROf°ERTYOFT14E GENES1S 6R0UP INC. AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR IN FART WITHOUT THE SPECIFIC URITTENCONSEJTOFTHE GENESIS GROUP INC. THESE DOCUhIENTS ARE ONLY TOVE USED UNDER THE: DIRECTICNCPTNE GEN E616 GROUP INC,fCRTWEPROJECT AND 517E SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO 0E USED ON THIS; OR ANY OTHER PROJECT WITHOUT TWESMCMUZTTENCON6WCPT14E GENESIS GROUP INC. g)ISSOTWE GIENi=31 S GROUP INC. SWEET TITLE PLAN DRAUJN BY": CWECKED 5Y: DEP KRE RELEASED FOR DATE . 10P��o APRIL 10, 1998 REVISIONS ; PROJECT NUMBER 3351- @01 SCALE.: SWEET NUMBER 111 201 NORTW OF 14 PLANTNOTES MATMAL& I. PLANTING SOIL MIXTURE, ADD SUIq4C1ENT MAT OR MCYC4JM COMPOST TO NATURAL, FERTILE FRIABLE TOPSOIL TYPICAL OF THE LOGAL17 , TO ACHIEVE A 1:3 OF;GANIC MI>e, 2. PLANT iPJED MUX" PIAS STRAtU-ONLY : CLEAty, ANDFREEOF UIEEi?8; StICIZ$, AND OTHER DEBRIS. 4" DEPTH. S SOD: 67. Atir"TiNE 'FLORATAM' 4. GRASS SEED: SEED MIX TO BE 'ECiUAL PARTS BY WI~*W OF MEWI ,IDA, BAHIA AND GROWING TYPE. A BElB`1UDA GEED BE AN EGaLiAL MIXTURE OF MULLED AND UNHIg.LED SEED. 8. P046ACOLA SAMA SEED SMALL BE BGARPeD aft., HAVING AA MlAllhlt� t ACTIVE T OF 4" AND TOTAL GERMINATION OF G. QUICKGROWING TYPE GRA80SEED SHALL BE A SPECIES W14IC14 WILL EARLY THE PARTICULAR SEASON WHEN PLANTNG 18 DONE AND WILL NOT LATER COMPETE WITH PERMANENT 13 FERTILIZER: FOR FLANT BEDS USE 8-5-$ RATIO, LAUJN AREAS USE -4-8 RATIO, BOTH WITH AT LEAST 233 OF THE NITROGEN IN A WATER NSOLUBLE C FORIt 6. MULCH FOR SEEDED AREA& DRY MULCH ,MATERIAL. SMALL caJS18t OF PEiRCa�A, COSTAL BEf�A1A GRAS$ NAY OR CLEAN PINE STRAW 1. SOIL MOISTURE: SOIL ADD-MIXTUFRE =tOISTiNGs OF GELATINIZED, STAP rW-WYDRpLiXED POLYACRYLONITRILE GRAFT COPOLYMER AS M~ACTURED BY INDUSTRIAL SERVICES, INTERNATIONAL, INC (TE ) DISTRi]BUTED BY AMERICAN EXCELSIOR COMPANY, 418 NORTH AVENUE, CNCiANATI, OH 45216, TEL_EPHGNS: (5137161-1384 OR APPROVW EQUAL. 151.18MITTALbs L $00 C.ERTIFiCATE PROM CapaoWER, 2. SOIL TEST REPORT FOR PH WITH RE ATION$ FOR PH ADJUSTMENT. 3. WRITTEN PLANT GUARANTEE. L PERFORM ALL WORK AS SHORN AND N STRICT ACCORDANCE WITH SOUND HORTICULnWAj PRACTICE. 2. ADJUST SOIL PH N ALL PL.ANTiNG BED AREAS To $0-60 AS RECOMMENDED BY THE SOIL TEST. USE ALUMINUM .SULFATE OR PEON SULFATE t0 LOWER THE PH AND 0-60 TED LiME OR BASIC TO RAISE THE PFI. 3. PLACE 2 INCHES OF TED Phi BARK OR PEAT N AL.L. GSD GOITER MIX INTO THE SOIL TO A DEPTH OF 6-8 INCHES. 4. PLACE PLANTS AC40RDING TO PLAN AT SPACING SHOtK 5. AFTER PLANTS ARE INSTALLED, BROADCAST 2 LBS. OF 8-8-8 FERTILIZER PER We SQUAB FEET OF PLANT BED ACH TREE APPLY 1 1/2 LBS. OF 8-6-8 FERTILIZER PER INCH CALIPER. TO E 6. STAKE OR GUY TREES AS SHOWN ONLY WHEN REQUIRED To MAINTAIN THEM N A vEf;M AL , I. GUY MULTI-TMWED TREES WHEN REQUIRED, USE 2 OR 3 GUYS SECURELY ATTACHED TO 2"X4"X30" STAKES DRIVEN TO GRADE 8. APPLY 2-3 INGLES OF MULCH TO ALL BEDS AND WHERE SWOUK PLANT BED FINISH GRADE TO BE 1 INCH BELOW ADJACENT PAVEMENT OR LAWN. 3 ADD 601L MOISTURIZER AS FOLLOWS: ALL T1REE8, S OZ. EACH AS MR MARFACTURE'S INSTRUCTIONS. BED PREPARATION i LB./200 AS. 10 LBS. PER i000 TO 12" DEPTH. FEET TO 2" DEPTH 10. EROSION CONTROL FABRIC NSTAL,.L.ATION INSTALL EROSION GOACtEOL- FABRIC AND10p EROSION CONTROL MULCHING FABRIC IN ACCAORDANCE WITH MANUFACTURER'S SPECIFICATIONS ARID IN ALLREyECeTATWAREASAS SHOWN ON THE DRAWINGS. A. INSTALL FABRIC AFTER PL<NNTWs OF TREES AND 6WIRUBS AND PRIOR TO PLANTING OF REVECIffTATION SPECIES. GRAbow-V L SOIL PREPARATICM (SODDING AND SEEDING) A REMOVE STONES OVER 1 1/2" IN DIAMETE►R;, STICKS, MOOTO, RUM18H AND OTHER EXTRANEOUS MATTER FROM ALL LAWN AREAS. B. ADJUST SOIL PH AS BY THE SOIL TEST FOR GRASS SPECIFIED. C. RO'TO71LL SOIL 40 DEEP AND THEN RAKE LAIN AREAS TO A SMOOTH EVEN IN AREAS To BE SODDED, ALLOW FOR SOD TH DING A FINISH GWADg i" BELOW ADJACENT PA D. MOISTEN PREPARED LAWN AREAS WFOPE PLANTING IF OW. 2. SODDING: A LAY SOD WITHIN 36 HOURS OF STRIPLING A FARM. B. LAY SOD IN STRAIGHT, (NOT ) PARALLEL. ROM TO FORM A SOLID MASS WITH TiGHTLY FITTED JOINTS, WITHOUT OVE=RLAP? STAfsGER STRIPS TO OFFSET JOINTS. WORK TOPSOIL INTO MINOR C. MOLL ENTiPRE SODDED AREA WITH A 200 LB. ROLLER, D. WATER SOD IMMEDIATELY AFTER EOLLNG, THEREAFTER WATER SUWIG OF 40 UNTIL ESTABLISHED. IENII.Y t0KEEP SOiL MOIST TO A DEPTH 3. SEEDING: A. APPLY FERTILIZER: INITIAL APPLICATION AT THE RATE OF 400 LOS. PER ACRE, SEC00 APPLICATION BETWEEN 60 AND W DAYS AFTER SEEDMG.. B. APPLY i t/2- 2 LOOSE TMIC1*4ESS OF NAY MATERIAL UNFoRMLyOVER GRASSING � C. APPLY SEED MIX AT TRATE OF 60 LBS. PER ACRE. APEA D. LIGHTLY CUT MULCH MATERIAL INTO THE SOIL AND ROLL WITH 20) L& ROLLM E WATER SEEDED AREAS To DE OPTIIwlUM GROWN CCNDITICN FOR THE ESTABLISHMENTOF THE C-LEANWs L AT THE END OF EACH WORK DAY, REMOVE ALL DEBRIS RESULTING FROM THE WORK, CLEAN PAVEDSUMACES, AND BARRICADE ALL HAZARDS. 2. RESTORE DAMAGED AREAS CAUSED BY THE WORK INITIAL INSPECTION AND ACCEPTANCE: I. THE WARRANTY SHALL BEGIN AFTER INITIAL LANDSCAPE CTi0N AND ACC.Epr ANM 2. iNSPECTION SHALT. Be MADE BY THE OWNER OR 'S REPRESENTATIVS UMT14N ONE WEW OF 1L44n-M N NOTIFICATION FROM T}E LANDSCAPE CONTRACTOR THAT NSTAL.LAtI0N IS TE. ALSO CT TD INSPECTION AT ANY TiME, MAINTENANCE AND WARRANTY: L BEEN MAINTENANCE OF LANDSCAPE WORK I !"IEDIATFLY AFTER EACH AREA IS PLANTED AND CONTINUE FOR THE MAINTENANCE PERIOD SPECIFIED. 2. PLANT MAINTENANCE AND WARRANTY A. MAINTAIN AND GUARANTEE PLANTS FOR A MINIMUM PERIOD OF W DAYS AFTERINITIAL ACCEPTANCE ARID UNTIL FINAL ACCEPTANCE. B. AFTER INITIAL WATERW.4 WATER FLAMM AS CCAVDITI CUIRE TO MAINTAIN I-EALT14Y GROWTH. G. RESET SETTLED PLANTS TO PP40PER GRADE ANDITION, VE DEAD MA AL, T OR R1 -PAIR GUYS AND STAKES. D. KIEP PLANT (REDS NEAT AND ATTRACTh/E DURING THE W DAY PERIOD WITH A MAX"3 arEEDWie. E. AT THE END OF THE MAINTENANCE PERIOD REMULCN AND BED AREAS WITH LESS T14AN 2-3 S OF MAJL.CFI. 3. LAN MAINTENANCE AND WARRANTY A MAINTAIN AND GUARANTEE LAWNS FOR A MINIMUM PERIOD OF 30 DAYS AFTER INITIAL ACCEPTANCE AND UNTIL FINAL ACCEPTANCE. B. WATER LAIN SUFFICIENTLY TO MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES UNTIL FINAL ACCEPTANCE. C. MOW LAWNS WHEN SOD ilei FIRMLY ROOTED AND TOP EXC EE66 3 NC S. SAT MOWANCsS TO MAINTAIN WEIGHT METWIMN 2 14 AND 3 INCHES. D. FERTILIZE LAWNS 3 WEEKS AFTER PLANTING WITH I6-4-8 AT A RATE of b LBS. PERWoo SoLlape MET_ S AND ITP I ACEMETITS WILL BE MADE DURING TI -B tNEXT pLANTING PERIOD FOR THE SPECIES ESS THE LANDSGAP 5 CONTRACTOR AGREES TO AN EARLIER DATE. 2. THERE WILL BE A ONE TIME REPLACEMENT POLICY. 3. A REPLACEMENT WILL BE OF THE SAME SIZE AS 144E ORIGINAL WITH NO ADDITIONAL SOIL ADDITIVES TO BE USED. 4. AFTER INITIAL INSPECTION THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT WAS BEEN DAMAGED BY VANDALISM, FIRE, REMOVAL, RELOCATION OR OTHER ACTIVITIES BEYOND T14E LANDSCAPE CONTRACTOR'S CONTROL. 5 TRANSPLANTED ITEMS ARE NOT GUARANTEED. 6. PLANT LOSSES DUE TO ABNORMAL WEATHER C01.0ITIONS SUCH AS FLOODS, EXCESSIVE WIND D SEVERE FRkEZNGi OR AaN RAINS WILL IN NO WAY THE RESPONSIBILITY OF THE L GONTRACTM FiNAL. INSMCTIO N AND ACCEPTANCE, I, FINAL INSPECTION` THE LANDSCAPE GON'TRACTOR WILL CONDUCT A FINAL INSPECTION WITH THE OWER OR OWNER'S REPRESENTATIVE AT THE END OF EAC44 MA0 TENANCE PERIOD SPECIFIED FOR LAWNS AND PLANT MATERIALS. NOTIFY THE OUMR WITHIN 10 DAYS OF THE ANTICIPATED MEETING. 2. PLANT MATERIALS: A. REPLACE AND MATERIAL NOT IN HEALTHY CONDITION OR WHiCH FAILS TO MEET 6PECIFICATIONS B: DECIDUOUS MATERIAL WUA' BE GUARANTEED TO BREAK DORMANCY F PLANTED N DORMANT SEASON. 3. LAWNS: A AT TI4E TiME OF FINALINSPECTION, SODDED LA" WILL BE ACCEPTABLE PROVIDED A HEALTHY, WELL -ROOTED, ESN COLORED, LAIN IS ESTABLISHED, I REE OF WEEDS, OPEN SAME AREAS. S ED LAWN$ WILL BE ABLE WHEN THERE IS AN $TANi OFGRASSWITH No BApSAREAS MORE THAN 6 . TOTAL BASE AREAS SMALL NOT EXCEED t% OF THE SEEDED AREA f I I� TiE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE 1/2 FRONDS, CLEAN -LIP FROND BASES UNiFORMLY CLEANED -UP BOUT SCARS ON TRUNK Q 2" X 4" BRACING WIRED TO BURLAP WRAPPED TRUNK. STAKE SUFFICENTLY TO GROUND 4" HIGH SAUCER W/ 6" MULCH LAYER j 5ACKFILL MiX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOTBAL.L ON UNDISTURBED SOIL. MIN. 30" ROOTBALL DIAMETER IT f DEi'P4 f rra - - • - • . •. -. NTS .0 MULCH _EVEL GRADE IED PLANT MIX rILLED INTO Sol TOPSOIL NTS QTY. KEY. COMMON NAME E50TANI NA` -1E SiZE HEIC*-IT SPREAD REMAiW,8 8 QV LIVE OAK QUERCUS VIW.=iNiANA 3" - 3 1/2" CAL. 13' - 15' 6'- 8' FULL, STRAIGHT 1 POZ ZAHEDII DATE PALM PHOENIX DACTYLIFERA ' ZAHEDII' - 14' CT 15' UNIFORM BOOTS 46 SP 1189 CABBAGE PALM SABAL PALMETTO 12" CAL MIN- 18' CT r<i' - 8' HURRICANE CUT, STRAIGHT 35 SP (16 1) CA55AGE PALM SABAL PALMETTO 12" CAL. MIN. 16' CT 6' - 8f HURRICANE CUT, STRAIGHT 18 SP (14') CABBAGE PALM SA15AL PALMETTO 12" CAL. MiN. 14' CT 6' - 8' WURRICANE CUT, STRAIGHT 3 PA JERUSALEM THORN PARKINSONIA ACULEATA 30 GAL, 8' - 10' 5' - 6' FULL, TREE FORM 3 TL TREEFORM L1 `1 LIGUSTRUM JAPONICA 30 GAL 8-10' 1-8' TREEFORM, 6' CLR TRfK 14 CS CRINI.IM LILY CRIN SPECIES 15 GAL 21- 3' 3'- 4' ALL, 1 LEAF MIN 244 1='T PITTOSPORLIM PITTOSPORLIM TOSif@A 'UJ D.' 3 GAL 24" 24" COMPACTA OR WHEELERS DWA 121 LJ LIGUSTRUM LIGUSTIWI JAPONICA 3 GAL 24" 24" FULL 264 RI INDIAN HAWT14ORNE RAPHIOLEPiS INDICA 3 GAL 18" 24" FULL 150 JP PARSONS JUNIPER JUNIP AMATA 'PARSONI1 3 GAL 18" 24" 3-B CH MiN. 851 MH MARSH HAY SPA TNA PATENS 'FL O' i GAL 12" 12" 8 BIB MIN, 184 AS ASPARAGUS 12E ASPARAGUS SPRENGERI i GAL 10" 10" 6 BIB MIN, 139 EG EVEWSREEN'GIANT LiRIOPE MUSCARI 'E. GIANT' 1 GAL i2" 12" 6 BIB MIN. 348 LV AZTEC GRASS LIRIOPE MUSCARI 'VARiEGATA' 1 GAL 12" 12" 6 515 MIN. W TJ DWARF ASIATIC JASMINE T HELOSPEfO-tiM JASMiNOIDES i GAL 12" 12" 8 BIB MIN. 36 AE CAST IRON PLANT ASPIDISTRA ELATIOR i GAL 12" 12" 6 -LEAF MIN. 19,500 SF SOD ST. AUGUSTINE GRASS 5TENOTAPHRUM SECUNDATUIdt 1' X 2' - - FRESH, ' FLORATAM' 19 CP CABBAGE PALM SABAL PALMETTO VARIES RELOCATED W/ TREE SPADE. AT ARCH. DIRECTION FLAGGING - .♦ ._ OF P05615LE UTILITIES IN AREA TRER '� \- >• AM CENTRAL LEADER - ♦ % FOR TREES 2"+ CALIBER STAKE TREE W/ 12 GA. WIRE,,AND HOSE 120° AROUND TREE WITH P.T. WOOD 2 X 4 STAKES 3" PINESTRAW MULCH EARTHEN DISH TO HOLD WATER PLANT AT LEVEL, FINISHED GRADE SPECIFIED PLANT MIX ,AMP AND WATER IN TO REMOVE AIIRPOCKETS EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS REMOVE ALL • DEBRIS • PLANTBED M9TFVIDE POSITIVE DRAINAGE PLANT AT LEVE[_ • it 3" PINESTRAW MULCH TAMP AND WATER IN THOF40LJGHLY TO REMOVE POCKETSAIR SPECIFIED PLANT MIX ROTO -TILLED INTO SOIL _EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS PLANTING DETAIL NTS i REMOVEVINES AND DEADWOOD FROM TREE. REMOVE SUCKERS AND MISHAPENED LiMBS TO 12' ERECT WOODEN OR EROSION NET TREE BARRICADE, 42" HT. AROUND ENTIRE TREE - 6"+ - DO NOT DISTURB GRADE WiTHIN DRIPLINE NTS DO NOT STORE MATERIALS DEBRIS, OR DISTURB SOiL WITHIN DRIPLINE OF TREE SKEET TITLE,: 2 X 4 FENCE POST, 6' O:C. W/ I X 4 RAILING, AS SHOWN PROTECTION OP TREE$ DURING NSTRUCT I O 1. All protected trees, preserved underatoryy vegetation and trees retained for tree credit pursuant to Sec. 83D,bb., shall be protected from injury DRAWNMy, CHECKED BY: during any land clearing and construction process in the rolloiuing manner -,2. A temporary barrier shall be constructed to prevent disturbance of the Boli S EP minimum of six (6) feet from the trunk at anr�yy point of an area equal to fifty (50) KRE percent of the area within the drip linea TTFie barriers shall remain in place throughout construction. RELEASED FOR DATE 3. The developer shall not cause or allow this cleaning of equipment, storages or disposal of materials or waste materials such aspaints, solvents, asphalt, concrete, mortar, Or a other material that may endanger the health or trees or vegetation within the APRIL #0' 113"36drip line of protected trees. 4- The protected area shall be maintained at its original grade with no trenching or cutting of any roots, and there shall be no atomge of fitl or cOmpactlon of e011. In no Y'��, I®i�S event shall motorized vehicles or equipment be allowed to park on or traverse that area within the drip line of protected trees, nor shall any dirt or other materials be stored within the barriers. 5. No attachment, wires (other than protective. guy wires), signs or permits shall be fastened to a tree. 6. All clearing and grubbing within protected tree area will be done with hand Toole On{y. 1. All root ayatems outside the protective radius which occur in areas of proposed improvements shall be pruned by a qualified tree surgeon prior to excavation. 8. Developers shall post signs governing tree removal. The sign shall be not lees than - two (2) feet by two (2) feet in size and shall contain the following: PROJECT NUi SER :: CsG.I* 3351-PJPJi ALL TREES MAID TO BE SAVED ARE PROTECTED 5Y CITY OF ATLANTIC BEACH LAND DEVELOPMENT CODE. ANY PERSON DAMAGING ANY MARKED TREES WILL 15E SUBJECT UP TO A FiNE OF UP SCALE = S1 -;t T 'NUM8E TO 5250.00 PER DAY AND A STOP WORK ORDER 9- Standards for protection of trees on disturbed Bites are contained In the publication: Tree Protection Manual for Builders and Developers, published by the Florida Department or Agriculture and Consumer Services, Printlrq Date February 1986 and LM 3 `" available tirouglF tl� Florida Department of Agriculture, Division of Forestry. LEGMqD ILD. D O w MATER SOURCE '- 5ALL VALVE N BACKFLOW DEVICE ..m MAINLINE SLEEVING 12F/4 -55T -FC CONTROLLER 2 SOLENOID VALVE Wer ftll III Irrigation Meter 1'%" PVC W/Va Ive 5OX Watts 001 -QT -I 11/4" PR -160 PVC 2" Schedule 40 PVC Irritrol Dial 12_5 Irritrol 100-11=C W TORO 51OZ DAYS/WEEK w TORO 51OZ P/4 -55T -FG w TORO 51OZ 12F/4 -EST -PC A 3 TORO /,r 12F/4 -55T -FC A 4 20.23 90 3 B 5 TORO 510Z (qF/8T-f=C B 6 TORO O I FI 8 1 RO 3 8 8 TORO 51OZ I 5 9 TORO 51OZ 3 5 10 221o8 30 3 it TORO 51OZ I!!I TORO O 0 TORO 510Z (Of=,/I2F_FC (9 TORO 51OZ 12f='/l2Q-FC ii TORO TORO G = TORO $100 PC -3.0 TORO 5100 FC40.0 PS.L GYM I A V PPDORAM ZONE SCHMUE GYM NEWITS DAYS/WEEK A 1 22.42 90 3 A 2 18,83 90 3 A 3 22.42 90 3 A 4 20.23 90 3 B 5 22:24 30 3 B 6 23.13 30 3 8 1 2183 30 3 8 8 22.11 30 3 5 9 21.85 30 3 5 10 221o8 30 3 NOM Irrigation Contractor shall be responsible for all applicable fees and permits. All Pipe and Wire under paving shall be placed in Schedule 40 P.V.G. Sleeves for the full pavement coverage Length and shall be at least 24" below grade. .Mainlines shall be buried to provide a minimum cover of 1,511, while all Lateral lines shall have a minimum of 12". The Contractor should take care to reroute piping as necessary to avoid plant or tree roots. All Sprinklers shall be site adjusted to prevent water overthrow onto building surfaces and walkways. All Piping downstream of Solenoid Valve to be PR -160 P.V.C. All Control Wiring to be 14/1 UP. direct burial. Install a "MiniClik" rain sensor device. Verify location with Owners Representative. Install Backflow Preventer in an inconspicuous location such as shrubbery. This Pian was prepared by a Certified Irrigation Designer and meets the standards of the Irrigation Association. Shrub body sprinklers may be substituted for Hi -Pops against building(5) at ARCHITECTS discretion. ,! A.IJ I ° 4 k o Friction Loss: Backflow 5 Mainline 4 p.s.i. Laterals 4 p.s,i. Va Ive 2 p.s.i. Total. 15 p.s.i. System Requirements, 24 g.pm. @ 50 ps.i. Watering Schedule timings are set to replace 1.15" evapotranspiration per week at 159. efficiency. Timings should be adjusted for seasonal changes accordingly: Dec. -Feb. 50io Mar. -May 150 Jun. -Aug. 100% Sep. -Nov, 150 Annual Consumptive Use: l0 rainfall) 1,355,521 gallons COMMERCIAL CONTROLLER - SEE MANUAL FOR WALL MOUNTING INSTRUCTIONS, ALL WIRING TO BE INSTALLED AS PER LOCAL CODES. JUNCTION BOXAF OL I 1111111 - •_ CONDUIT FOR CtNTROL AND C—ON UF. DIRECT BURIAL WIRES TO RE",0TE CZNTROL VALVES. EXTEND GONWT 6"CxROXJPv !NCO 1 OUT FROM BASE OF WALL CONDUIT FOR 120 VOLT WIRE STRATEGIC - LANDSCAPE FROM POWER SOURCE PLANNING - A R C H I T E C T U R E TYPI GOM'lROL U11AN DESIGN ® ENGINEERING NOT TO SCALE 9250 GYPYIS6 GR"' D".II►I-SUITI 200 JACHSONVILLI, PLQNIDI'92256 (9041) 730-•9360 PAX 730-.7295 DURABLE WEATHER RESISTANT PLASTIC vokLYE BOX WITH EXTENSIONS IF NECESSARY. /'� ( t FINISH GRADE V I � T�/ F INSTALL BOX IN A, L LA V I I V ACH ABOVE FINISHIN15H M GRADE TURF AND 2" IN SHRI0 AREAS. 3M-DBY WIRE C O N N E C T O R S�°+�/'} AND EXPANSION COILS. tO WRAP$ AROUND 112" PIPE. ELECTRIC SOLENOID CONTROL VALVE, LATERAL PIPING TO SPRINKLERS. 4" PEA GRAVEL BASE o —J W/ FILTER LINING. 'LL a o o o . VALVE WIRE FROM CONTROLLER. MAINLINEheft a �oALMEMLIRIAL NOT TO SCALE LOW PVC OR GALV. SID DOUBLE CHECK ASSEMBLY PVC OR QALY, 9(D GALVANIZED UNION (AS E (WIRED) NOT TO SCALE STALL SPRINKLER IED GRADE ED BACKFILL SPRINKLER STREET ELL < PIPE PIPE TEE NOTE= INSTALL SPRINKLER -AT FINISHED GRADE -APPROVED BACKFILL HI -POP SPRAY SPRINKLE NOTE: CONTRACTOR MAY INSTALL PIPE TO SIDE NLET 1/2" PYC OR BARF5ED MALE ELL 1/2" FLEX PIPESITE MODIFICATIONSRENOVATIONS AND NOTICE OF PROPRIETARY RIGHT& THESE DOCUMENTS AND Ti-eIR CONTENTS ARE THE EXCLUSIVEPRDPERTYOFTHE GE.NE5I5 GROUP INC. REP AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC URITTENCONSENTOFTHE GENE 515 GROUP INC. THESE DOCUMENTS ARE ONLY TO BE USED UNDER THE DMECTICN0FTHE GENESIS GROUP INC.,"THEPRCACT AND SITE SPECIFICALLY IDENTIFieD HE IN AND ARE NOT TO 6E USED ON THIS, OR ANYOTHERINJECT WITHOUT TWE SPECFIC W4ITTEN C A4ENT OF T W E GENESIS GROUP INC. c@ISSOTHE GENES 15 GIROUP INC. 6I-IEET TITLE DRAWN BY: PECiEtU BY; LMCA K RELEASED FOR DATE R 100�o APRIL 10, nee REVISIONS TERAL PIPE LATERAL TEE PROJECT NUMBER 3351-001 Y SCALE SWEET NUMBER . NOT TO SCALE III = 20' Le NORTH OF 14