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BULL MEMORIAL PARK RENO & MODSCITY OF ATL04NT I 9rmvrmL.of=El:) AND ADMINISi'ERED 5*lr CIT*lr or= ATL.ANTIC. 5FM04CH :.i/ice • --♦ AwrL.04NTIC BEACH/ r-L.ORIDA 32233 GENESIS GROUP INC. PL4NNERS / L4NDSC04PE 04RGHItEGtS IB250 C''10PRESS GREEN DRIVE Sly f ars 200 J AC<SONV I L,LE, rL.O IDA 32 2 a(c B04 -130-,B360 g04-130-11(orp FAX S date• N�I INDEX O= DRAWINGS EXISTING CONDITIONS ...... ' • ' • • " • " " ' L-1 DEMOLITION PLAN '•........ ''.""""' L-2 DIMENSIONING / LAYOUT PLAN • ... ....... L-3 LIGHTING LAYOUT / GRADING . • .. • • • ...... L-4 PLAZA PARDSCAPE PLANS .............. L-5 PLAYGROUND PLAN .................... L -(o PARDSCAPE DETAILS ................... L -i SECTION AND SITE DETAILS .............. L-8 TENNIS / POSTAL PAVILION ............. L-9 PAVILION DETAILS ...................... L-10 PAVILION DETAILS ...................... L-11 PLANTING PLAN ....... .''.....••••••••-- L-12 PLANTING DETAILS ...................... L-13 IRRIGATION PLAN 4 DETAILS ------------- L-14 EIC,�4TH 5TFF-F-T i t 2611 POINT CDP IBEGINNING DATE: PALM PLN AT SHOWN IS N $3•;�i' 41' W "'�'^" _ .0006' FROM CLOSING • +� b'•s 18" • 10" 1411 • CF? CP OH f� • fin Cloll• + 14110 • 4t CP CP ' 10 S£NCW- 1! CP 1211 1 PLAYGROUND AREA CPA (PLAY GROUND EQUIPMENT TENN I5 NOT SHOWN) COURT � I ° SIGN I , POST II + PARK �. ASPHALT �31CxN PARKA E3ASKETBALL Pa LE ' HALF COURT + 1 p •� G.C. 1411• g00 PICKETOENCE + 1.• CP � Q ( •CP GP 11 j tASLE ®POLE pW. ® LIVE OAK FNTN. OUTLET O • t011 Z CP .0 E • CP T.P. t 1@ll ` CP all 1$" DATE PALM • WATER 0 METER 4'1 CM • 1311 CP 14° • CP 1011 • CP • MEMORIAL ROCK AND PLAQUE SH ° SHRUB SED POWER POLE W/ LIGHT TELE E30X u 311 JUMP. 0 WATER METER IC:zHTH 5TIRF all • .Sol •10l \ CIPMAI �r BOX Y lid CP• • 10„ CP PARKING \ SIGNS ^' , i46' i 12" 1`11„1 �VV1O ' fit. • VCP �� 8 „� �`. -A 0 `+ g V ?1 o{ o o /y, fi � 14 ter{ �srro�� Q 0 BOX �qc �• CP 1411 CP SH • 611 ° E3FP 10" • ° 1311 SH 10, 9 CP 4i CP 411 • CM • la° cP Q ate° O`a•0V' 14 0• g C j FLACs PO E • 1011 411 CP HOLLY 4" W POLE o • • • 16" SIGN 1211 PLAQUE CP UJl/ �C TRIPLE O FIRE CP HYDRANT 2411 * • CP . 5FvF1'41-H 5Tf'-EieT sc,A Date: DEQ INFORMATION BASED ON SURVEY BY #4.4, DURDEN AND ASSOCIATES, SURVEYORS, ON APRIL 6, 1988. GENESIS PROUP, INC. STRATEGIC • LANDSCAPE PLANNING • ARCHITECTURE UNBAN DESIGN - ENGINEERING 9250 CYPRESS 6RREN DRIVE -SUITE 200 JACKSONVILLE, FLORIDA 32256 (904)730-9360 FA% 730-7165 CITY or- ATLANTIC rATLANTIC BEACH FLORIDA ULL MEMORIAL f=4;R< RENOVATIONS AND SITE MODIFICATIONS ATLANTIC 51ACH, FLORIDA NOTICE OF PROPRIETARY RIGHTS AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC WR11TENCONSENTOFTHE GENESIS GROUP INC. THESE DOCUMENTS ASS ONLY TO 5S USED UNDER THE PhoMaONOFTHE GENESIS GROUP INC,FORTIEPRaECT AND SITE: SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON THIS, OR ANY OTHER PROJECT WITHOUT THE SPECRC WRITTEN CONSENT OF T H E GENE 5 16 GROUP INC. c@1998T1-M CsENEs 19 GROUP INC. SKEET TITLE AXI ST I NICO SITM f'L4N DRAILI BY: CHECKED BY: DEP KRE RELEASED FOR : DATE APRIL 10, ISS& REVISIONS PROJECT NUMBER 3351-001 SCALE : SKEET NUMBER 1" = 20' ej& >L -1 NORTI4 OF 11 PANCs WATER S1 O •.,,LVE \ /+ SE R all W CLEAN + WATER ��— METER • CP loll6 °vl'1ALL IVE • CP'S OAK PAWING SIGNS MIRTPiQ CP 14° • CP 1011 • CP • MEMORIAL ROCK AND PLAQUE SH ° SHRUB SED POWER POLE W/ LIGHT TELE E30X u 311 JUMP. 0 WATER METER IC:zHTH 5TIRF all • .Sol •10l \ CIPMAI �r BOX Y lid CP• • 10„ CP PARKING \ SIGNS ^' , i46' i 12" 1`11„1 �VV1O ' fit. • VCP �� 8 „� �`. -A 0 `+ g V ?1 o{ o o /y, fi � 14 ter{ �srro�� Q 0 BOX �qc �• CP 1411 CP SH • 611 ° E3FP 10" • ° 1311 SH 10, 9 CP 4i CP 411 • CM • la° cP Q ate° O`a•0V' 14 0• g C j FLACs PO E • 1011 411 CP HOLLY 4" W POLE o • • • 16" SIGN 1211 PLAQUE CP UJl/ �C TRIPLE O FIRE CP HYDRANT 2411 * • CP . 5FvF1'41-H 5Tf'-EieT sc,A Date: DEQ INFORMATION BASED ON SURVEY BY #4.4, DURDEN AND ASSOCIATES, SURVEYORS, ON APRIL 6, 1988. GENESIS PROUP, INC. STRATEGIC • LANDSCAPE PLANNING • ARCHITECTURE UNBAN DESIGN - ENGINEERING 9250 CYPRESS 6RREN DRIVE -SUITE 200 JACKSONVILLE, FLORIDA 32256 (904)730-9360 FA% 730-7165 CITY or- ATLANTIC rATLANTIC BEACH FLORIDA ULL MEMORIAL f=4;R< RENOVATIONS AND SITE MODIFICATIONS ATLANTIC 51ACH, FLORIDA NOTICE OF PROPRIETARY RIGHTS AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC WR11TENCONSENTOFTHE GENESIS GROUP INC. THESE DOCUMENTS ASS ONLY TO 5S USED UNDER THE PhoMaONOFTHE GENESIS GROUP INC,FORTIEPRaECT AND SITE: SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON THIS, OR ANY OTHER PROJECT WITHOUT THE SPECRC WRITTEN CONSENT OF T H E GENE 5 16 GROUP INC. c@1998T1-M CsENEs 19 GROUP INC. SKEET TITLE AXI ST I NICO SITM f'L4N DRAILI BY: CHECKED BY: DEP KRE RELEASED FOR : DATE APRIL 10, ISS& REVISIONS PROJECT NUMBER 3351-001 SCALE : SKEET NUMBER 1" = 20' ej& >L -1 NORTI4 OF 11 F ICIHTH 5TREF-T REMOYE CONCRETE WALIC, ASPHALT AND LIMEROCK IN FUTURE NON -PARKING AREAS. LEAVE SUB -BASE MATERIAL IN FUTURE PARALLEL PARKING SPACES CLEAN-UP EXISTING OAK BY REMOVING INTERIOR LIMBS AND DEADWOOD - AT DIRECTION OF ARCHITECT. ON NOTES 1- CONT SHALL SECURE ALL REQUIRED PERMITS PRIOR ENCEMENT OF ANY SITE WORK 2• PRIOR D OLITION AND CONSTRUCTION, THE CON SHALL PROVIDE PROPER TREE PROTE N EROSION CONTROL BARRIERS ON 611 APPLI LE REAS ON THE PROJECT SITE. P 3. THE TOR SHALL SAW -CUT ALL PAVEMENT 11 DATE PALM +r" . AND SI A EDGES TO THE LIMITS SHOWN FOR + y THE VA OF EXISTING PAVEMENT AND SIDEWALKS. b ddb iiv''a�''+v a.4Vt j$i• i", �3'iv,...� • 3 y s 4- THE C OR SHALL PROVIDE MAINTENANCE OF D VEHICLES PP t` _. fw TRAFFIC OTH PEDESTRIANS N A ;:w:s RELOCATE ID SAFE PASSAGE FOR BOTH AREA TO OE EXCAVAT ED AND • 1011 ,AVE WOOD FENCE is° y ; A, { ? BACKFILLED W/ LIMEROCK AND ASPHALT THRONG: T HE ENTIRE CONSTRUCTION PERIOD. CP A CP,,...�v :� b TO REMAIN 4 . ANYXA RI S REMOVED, IF NOT DESIGNATED TO 5BE ALL PROPERLY DISPOSED OF: OFF-SITE 1411 P 11 ----- —�- BY THE TOR. ANY MATERIAL WHICH THE + •I"� •10 FF. ,"A I CP cP P' CON WISHES TO REUSE SHALL BE APPROVED BY THE TY UILDING INSPECTOR AND PROJECT ("j 12 ARCHIT IOR TO REUSING THOSE MAT ERIALS. ° F _ PLaYGRouNp AREA REMOVE ALL EQUIPMENT AND.- RELOCATE 6. THE OR SHALL TEST THE EXISTING VEHICULAR FOOTINGS, STORE EauIPMENT ���„�-�'�.,,E 5TREF_T BASE M ER LTO DETERMINE IF MATERIAL IS SI,�FICENT TO BE SALVAGED ON SITE ° SIGN r' ., TO MEE ECT SPECIFICATIONS. _ • r" r-j.lr>' e`POST EXISTING Cl I. UTILITIE TH R THAN THOSDEPICTED . .�' �'� E ON THE TENNIS + 51cW �� �[ PLANS Y IST WITHIN THE AREA OF CONSTRUCTION. CON SHALL VERIFY A ACTUAL FIELD � F ; POLE COURT ° g1 TO FWMAIN ALL L EL yLOCATf IOR TO CONSTRUCTION. RIRwlO1V!E ��f °F. I 8- F'ROJEG E IGNED BASED ON SURVEY INFORMATION RELOCATE PROVID B H.A. DURDEN AND ASSOCIATES. PALM DATED t 6, 1988. �' , . °f SA LA= ASPWALT ALONCs EDGES TO REMa J. "SUNSHINE a, PICKET SNC J`` Cf, M -s MREMONEWH STOPS ASPHALT AND LIMEROCK OF FL A, C. A� 1 800 4 ��STATE" ONE -CALL PRIOR T ST Rt OF CONSTRUCTION. s f E + : AREAS AND BACKFILL WITH TOPSOIL , 48 HOURS REMOVE 11 ,.s RELOCATE ' .fF cP T r cPz PALM� 10. ALL A IVEWAYS S , AREA TO BE EXCAVA STREETS, STRUCTURES PLANTS r PARKING ,r BACI�ILLEDy�kl AND ASPHALT ETC. DIS RB D OR DAMAGED DURING THE COURSE OF SIGN �P�PiE� PARKINGAREA CONS TI SHALL BE RESTORED BY THE CONTRACTOR . t RELOCATE s° wWER PALMS TO THE L CNSETTER. OR SETTE SEr � .F'� UGI A O � :�. d�.�'� z "' .� • f` REMOVE EXISTING VEGETATION {F. ` �✓ At DIRECTION OF ARCHITECT li�t?IG. OUT r r `°'� r ° • il. CONT t0 COORDINATE ALL WORK WITHIN RIGHTS- - Y WITH CITY OF ATLANTIC BEACH AND f ,.a TABLE \ 11 + f rj �'r' •911 rf fr.,'Y •'.�Is° Ia $11 U3 F fes. • •cP ABANDON r •�� UTILITY IES IN ORDER TO PREVENT DAMAGE w" 10° • • 6 SMALL z, i.. TO UTILI S ADJUSTMENTS TO SAME. LIVE OAK® TO REM LIVE • CP'S `:rr 3, OAK TO }SMA G. PARKING .. P{y 3 t RELOCATE 12. UNLESS TE , ALL SITE FURNITURE AND APPERTUNANCES Tn VALVE SIGN 's 4 ABANDON �VE f ✓ .'` s ; q1 f.`:R`a SHALL OVED FROM THE SITE AND DISPOSED OF Y PROPS OUTLET V� ° RELOCATE 13. A M MAW -..ERS AND PLAQUES SHALL BE • 10° RELOCATE1Y ` °l< 4 ; ° ALL I MA .}'F P+' c > bF z STORED A ECURE SPACE UNTIL FINAL INSTALLATION CP .:� CLEAN-UP EXISTING OAK BY REMOVING PARKING �INTERIOR LRIM AND DEADIIIOOD SIGN V£ AT DIRECTION OF ARCHITECT. t�� 14. THE LA QUINA STONE MEMORIAL AND COQUINA f r ., MASONR E ORIAL TABLET SHALL BE RELOCATED cP IRIziG. •� Fr' ' INTACT AM O rr' VALVE "�f x� ;a ,Q AGED. CONTRACTOR SHA RELOCATE r''' '`"'` -' �' ADEQUATE LL PROVIDE ° PALMS to BE RELocATED �," "�,e�.y `r £g, '^—OREC UR VER AND AD E BRAGIT AND SHO I RELOCATION, AT DIRECTION OF ARCHITECT irk, f{ I ''',' V" '`•; - 130 .r'',`` .."'',,r` r,° ,r°'N ;r l5• MEMOR! PL ES AND LOCATIONS IDENTIFIED®-tJF TO CAIN SEE 3 / F NEW LOCATIONS (REMOVE CONCRETE SIDEWALK 5EvF_NTvA STRF-ET RELOCATE - COORDINATE GROUND BASE PHONE UTILITY BOX WITH PHONE UTILITY �. MH ------- .. --- REMOVE PLAQUES O 4 Q FROM BENCH SEATS AND RELOCATE TO MEMORIAL PLAZA SEE L -S REMOVE, TO BE RELOCATED IN PROPOSED PLAZA CENTER FOUNTAIN, SEE 13 / L -'I GENESIS PROUR H*4C • STRATEGIC - LANDSCAPE PLANNING • ARCHITECTURE U131N DBSIGIR -ENGINEERING 9250 CYP113S ORRIN DRIVE-317I1'B 200 JACKSONVILLE, FLORIDA 32256 (904)730-9360 FA% 730-7165 CITY or- ATLANTIC rATLANTIC 51ACH FL.OR f 0A k RENOVATION$ LAND SITZ MODIFICATIONS ATLANTIC BEACH/ F:L.0 R 1004 NOTICE OF PROPRIETARY RIGHTS THESE DOCUMENTS AND THEIR CONTENTS ARE THE: EkCLUSIVEPROPERTYOFTHE GENESIS GROUP INC. AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC UIRITTENCGNSENTOFTHE GENESIS GROUP INC. THESE DOCUMENTS ARE ONLY TO BE USED UNDER THE PRECrI NOFTNE GENE 616 GROUP INC,FOR T+EPRWJECi AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO 5E USED ON THIS, OR ANY OTHER PROJECT WITHOUT THE SPECIFIC WRIM Ca4W CF T N E GE NES 15 GROUP INC. @199STHE GEINFS19 C•s12OUP INC. SHEET TITLE DrE1"1OL.ITION PLAN DRAWN 5Y: CHECKED BY: DEP KRE I RELEASED FOR DATE ,APRIL 10, ISS8 REVISIONS PROJECT NUMBER : 3351-001 SCALE SHEET NUMBER 1" = 20' NORTH OF 14 r�-vrrvLF w+AI`IClI- .�' AND GATE, SEE 110/ -S 1-IT� STi��F-T SEEIDr/ L- RAMP EXCAVATE TOP 24" OF SOIL AND REPLACE WITH 24" CLEAN, SILICA SAND tl WOOD PICKET PENCE SEE 2 / L-8 (3) TYPICAL 9' X 22' SPACE TYPE $- 11 ASPHALT OVERLAY CHILDRENS PLAYGROUND STRUCTUFE SlM SWEET L-6 � 1 2" GRANULATED RUBBER SALTY SURFACE OVER 4" CONC. BASE I i HANDICAP RAMP SEE 1 / L-1 i 4' X 4' 8I411Gt11 GRID CONaW'E BASKETBALL C4URt W/ WARD -TRU FINISH AND REGULATION STRIPMG +6mb5` CONCRETE TETHERBALL COURT W/ WARD -TRU FINISH AND STRIPING �,,,.... 7 OVER 4" CONCRETE* 9' R W 10 1 WINDSp�N - PROVIDED BY + CITY OF ATLANTIC BEACH 2 —(2) TYPICAL 9'X IS' SPACE 24" DEEP SAND BED �- E ENN ISG ` �,, ,ti „ b" CONC. CURB - TYP. 3 F. J(SNJ -4 TFF- S TErM18 PAVILION SEE L-9 t L-10 COURT "1 (9) TYPICAL VX IS' SPACE 1 SEE 2 / L-5 { TURNDOWN SIDEWALK AND CURB WATER FOUNTAIN SEE 4 / L-8 128' b` ASPWTMALLT OVPE ERLAY tLb / o'' PLAY EQUIPMENT ` 3 AREA - SEE L-fo 3 9� BENCH-TYP. 9B' + ,> IPING DETAIL 24" DEEP SAND BED STR 12 _. WMDSCREEPI - PROVIDED BY BRICK BANDING -10' O.C. _ ._._... _.. M...... CITY OF ATLANTIC BEAGN._..........- SEE GONG 1 + :.._..._..._.._.. ._._..__ TVP. RELOCATED MERRY- 10'X10' POSTAL GAZEBO TO CONTAIN GO -ROUND •ane _....,_._._._.._..._..•..- ., s Zg" Z•YpE SII (CLOSIEST TO DRIVEWAY), FTU PAPER _..__,,W. aY _......_.... 3 t0 t ki" ASM44LT C.neM USA TODAY BOX AND FOLIO BOX O>`!I ' _..N160 "a NO APARTMENT REAL ESTATE �_.... } 8' LIVE • ��� 1` P \ ?, DATE PALM \ i NEW 5' WIDE CONCRETE SIDEWA- K `! 'ty HANDICAP RAMP { BULL PARK I.D. SIGN —/ BY CITY OF: ATLANTIC BEACH T, WOOD PICKET PENCE SEE i / L-9 ?g BRICK BAND - TYP.�._� i0' OCG., SEE 6 / L -T GL El MEMORIAL PLAZA QJ LAE OUT i DETAILS 3 MEMORIAL ROM L- y , AND TABLETS 24. 01 NEW 5' WIDE CONCRETE SIDEWALK POSTAL GAZEBO SEE L-9 (3) TYPIGA7=` ' X 18' PAR jwx SI ACE r 3 ASPWAl_T`ONt=RLAY \ 12' X 20' WAt0ICAP SPACE 8 WALK FLUSH Wr�VEM5'NT L-1 ♦ RAMP UP TO EXIS PORCH GRADE s PLAZA LAYOUT J4 DETAIL 2 wd 1p B' R TRIPLE LIVE OAK -� +............ ... 3' X 3' SAWCUT GRID BULL PARK I.D. SIGN BY CIM OF ATLANTIC HANDICAP RAMP SEE 1 / L-1 HANDICAP RAMP SEI= 1 / L-1 ....-- 1 I ' t BOXES s ' ./� Dat@ \A_/P�y1� GENESIS GROup, INC. STRATEGIC - LANDSCAPE PLANNING • ARCHITECTURE URBAN DESIGN - ENGINEERING 9250 CYPRESS GEEEIf DEIYE-SUITE 200 JACKSONVILLE, FLORIDA 32258 (904) 730-9360 7A% 730-7165 CITY or- ATLANTIC rATLANTIC 59ACH 1=LORIDA BULL MEMORIAL f=4R< RENOVATIONS AND SITE MODIFICATIONS ATLANTIC BEACH, PLOR I " A NOTICE OF PROPRIETARY RIGHTS THESE DOCUMENTS AND THEIR CONTENTS ARE THE EXCLUSIVEPROPERTYOFTHE GENESIS GROUP INC. AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC WRITTENCONSENTOFTHE GENESIS GROUP INC. THESE DOCUMENTS ARE ONLY TO BE USED LADDER THE DMCI`MOFTHE GENESIS GROUP INC,FORTW�PROJECT AND SITE SPECIFICALLY IDENTIPIED HEREIN AND ARE NOT TO 6E USED ON THIS, OR ANY OTHER PROJECT WITHOUT TI$ SPECIFIC Uv'IM CONSENT CF T H E GENE 5 I S GROUP INC. @ISSSTHE CaENE S I S GsR0U.P INC. SHEET TITLE : HARDSCAF's LAYOUT AND 01MIENSIONING PLAN DRAWN BY: CHECKED BY: DEP KRE RELEASED FOR: DATE APRIL 10, 1998 REVISIONS : PROJECT NUMBER 3351-001 SCALE : SKEET NUMBER : 1" = 20' NORTH OF 14 1 1 1 1 logo EXCAVATE EXISTMG SOIL 24" INSIDE PLAYPIT PERIPHERY - FILL WITH 24" OF: COARSE SILICA SAND G44TERBURY "M$7Fa0° DRMKMG FOUNTAIN - CAST ALLHHJ'4 1 30" LIVE OAK SII c} TAME t t I r.l DATE SILICA SAND ne+u+ SAt`ID 04-, 1/1111 � '�+ �, `J�""•f 14� F LIVI: • µ> OAK r \\�/� •Lk�/ lb �czL � 1 QLD � ISO �+ �1 I o GL GENTLY GRADED SLOPES 1 O�d ���• f 3 AT ARCI-RTECTS DIRECTION -qT 3r ONE INCH SOW 40 PVC WATERLIM - 36" DEEP TO PLAYC4ROINO WATER FOUNTAIN Al me"IIDE BRASt caATE VALVES AT EACH END r2t,` r,. A/ GL iB f Cb +1 1v'4 4n LU + i TRIPLE L S •,'Y.er g1111111q it t LIVE OAK 1 f `� • LF LP..,,.....--.-." STiz��T all F STFF_F-T 1 SMOOTH, UNDULATING LOW i3EF "IM BETwm PLANTED PALMS- TYP ........ 1 2. 3. 4. NOTES i CONTRACTOR SHALL PROVIDE AN APPROVED ICAL WIRE SIZING AND CIRCUITINGs PLAN FROM A REGISTERED ICAL ENCsINEER AND IDENTIFY AN ELECTRICAL SOURCE. TOR AND THEIR SUB -CONSULTANTS SHOULD TAKE CA TIONS TO AVOID TRENCHING EXISTINCs TREE ROOTS. IG AROUND ROOTS 1" IN SIZE OR LARGER GENESIS T TOR SHALL BE AWARE OF ALL UTILITIES AND TAME PROUP� INC.3U S TO PREVENT CONFLICTS. CALL FOR LOCATIONS AND T T CITY OF ATLANTIC BEACH FOR UTILITY IT�ORMATION. STRATEGIC • LANDSCAPE C TE LIGHT POLE BASE CONSTRUCTION, INSTALLATION AND PLANNING -ARCHITECTURE VI IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR URBAN D B S I a N ENGINEERING 9250 CYPRESS GREEN DRIVE -SUITS 200 JACKSONVILLE, FLORIDA 32256 (904)730-9360 FAX 730-7165 4 INCA NOTES CITY Or- oU DEPICTED ARE ABOVE EXISTING SURROUNDING GRADE A. BEACH BE ,b,t�,4NTIC A NOT REFERENCED TO ANY ESTABLISHED, RECORDED LOC BE AT AL DATA 2. A TOURIWs SHALL BE SMOOTH WITH NO ABRUPT CHANGES IN E. ULATE CsROUNDPLANE WITH SLOPES NO GREATER THAN 5 1. 3. TOR SHALL PROVIDE POSITIVE DRAINAGE THROUC44OUT TW IT AND ELIMINATE PONDING OF WATER ANYWHERE ON SITE. 4. T TOR IS RESPONSIBLE FOR PROVIDING THE APPROPRIATE T FILL TO GRADE PLAN AS DEPICTED. FILL SHALL BE FREE OF EB IS, ORIGANICS, ROOTS AND CONSTRUCTION DEBRIS. BENCH - SMITH d HAWKEN "GIVERNY" &' BENCH *,45541, PHONE 415-389-8300 LIGHT POLE - STERNBEF 3 VINTAGE LIGHTING - OLD TOWN A840 FIXTURE, 100W MH, ON AUGUSTA 4212 POLE, CAST ALUMINUM, VERDE GREEN FINISH QUANTITY: 11 UPLIGHT - HYDREL - MODEL 9100 SERIES HID, NFL - 30• SPREAD, 100W MH QUANTITY: i DIRECTION OF DRAINAGE FLOW BULL MEMORIAL P�4RK RINOVATIONS AND SITE MODIFICATIONS ATLANTIC 59ACH, PLOW, 10 4 NOTICE OF PROPRIETARY RIGHTS LIGHT POLE - STERNBERG VINTAGE LIGHTING - THESE DOCL"IFNTS AND THC EIR ONTENTS ARE THE EXCLUSIVE PROPERTYOFTHE GENESIS GROUP INC. OLD TOWN A840 FIXTURE, 100W MH, ON AUGUSTAAND ARE NOT TO ESE REPRODUCED, PUESLISHED OR COPIED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFIC 4212 POLE, CAST ALUMINUM, VERDE GREEN FINISH ' sESE°"��SEDO ARIEONLYTO BEUDLINDR THE QUANTITY: 11 wiSCTk;W CP T H E G E N E 515 G R O U P I N C, FOR T44E PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO ESE USED ON THIS, OR ANY OTHER PROJECT WITHOUT TI$ SPECIFIC URTTEN CON5ENT CF T H E GENESIS GROUP INC. WATER FOUNTAIN - CANTERBURY "METRO" SINGLE c�1998TH1= CsENE:8l5 CsROUP INC. ARM DRINKING FOUNTAIN i -800 -935 -'illi SHEET TITLE : QUANTITY: BERMING AND LIGHTING PLAN DRAWN BY: CHECKED 5Y: DEP KRE RELEASED FOR : DATE: APRIL 10, 1998 REVISIONS PROJECT NUMBER 3351-001 SCALE : SHEET NUMBER NORTH OF 14 PLAN,s TENN f S PAVILION PLAZA L-5 120 V SOURCE FOR FLAGS UPLIGWT DIRECTION OF DRAINAGE -- SOLDIER BORDER — COLOR — TAN / OCHRE NEW PAVERS FLUSH WITH EXISTING BRICK STEP DOUBLE SOLDIER BAND - MITER ALL CORNERS AND CHANGES IN DIRECTION CENTER COPING CUTS IN SEAT WALL 12" X 18" HT. SEAT WALL STUCCO ON 12" CMU WERRMGBONE PAVER FIELD PLANTER I CONC. SIDEWALK PLAN s ADELE GRAGE PLAZA CONC. SIDEWALK SCALE: 1/4" = 1'-0" NOTE1. CONTRACTOR SHALL PROVIDE CONCRETE PAVER SAMPLES AND MOCK-UP SEGMENT FOR ARCHITECTS APPROVAL BEFORE COMMENCING INSTALLATION. I X 4" P.T. WOOD EXP. JT. TYP. 6" X 12" CONC. HEADER CURB —� CONTINUOUS 6" X 6" CONC. SQUARE PAVER COLOR - TAN / OCHRE HERRINGBONE PATTERN CONC. PAVER, COLOR - GREEN RUNNING BOND CONC. PAVER COLOR - TERRA COTTA 3/6" MASTIC EXPANSION JOINT AT EACH QUADRANT - TYP. PROVIDE (2) SEALER COATS ON PAVERS AFTER INSTALLATION 4" R TYP.- 2' YP.-2' X 5' X 6" CAST CONC. TABLET W/ EXISTING PLAQUES - TYP. MEMORIAL PLAQUE -@ —/� CLEO A BOB JACKSON 3/8" EXPANSION JOINT — WWII MEMORIAL — COQUINA R< RELOCATED ATLANTIC BEACH GARDEN CIRCI BRICK BAND — MITER ALL COMERS AND SPACE REMAINDER BRICK EVENLY THROUGH BAND. 12" X 18" HT. SEAT WALL STUCCO Oi`l 12" CMU WITH SIERRASTONE CAP PROVIDE (2) SEALER COATS AFTER INSTALLATION CENTER COPING CUTS IN SEAT WALL HERRINGBONE PAVER FIELD COLOR — TERRA COTA SCALE: 1/4" = 1'-0" (3)12" RISERS W/ 24" TREAD CONCRETE STEPS \lo 0 UL PLANTABLE AREA Wil PLAN 's MEMORIAL PLAZA UL WWI BO SMOOTH, GRADE TO EXISTING GR, RtBAND r CYROUP� INC. ""'ELLED EDGE STRATEGIC -LANDSCAPE PLANNING • ARCHITECTURE SALT FINISH CONC. WALK U Y s A N DESIGN -ENGINEERING 9250 CYPRESS ORIIN DRIVE-SDITI 200 JACKSONVILLE, FLORIDA 32256 (904) 730-9360 FA% 730-7165 (3) LEAFS / 90• SPACE ACCORDINGLY CITY' O� EE E11 TREADCONCRSPS 4TL4Nt I C srACH �L.01�ID� SOLDIER BORDER - COLOR TERRA COTA 31 3` ROCK SALT • J .;z' ;_F r. FINISH CONC. I`.�--t I l..s t �� � 1. 1/..y ._{-•-- r f > 1 "-4" R TYP. V2' 2' c�� MARION THOMPSON PLAQUE — O N— 3/0" EXPANSION JOINT / 120 V SOURCE TO UPL IGHTS, a SIZE WIRE ACCORDINGLY WWII COQINA MONUMENT ® — RELOCATED 1946 — AHERN, BULL, DAVID, STURDIVANT RIAL— BRONZE PLAQUES(g) 4 0 D, MRS. WM. ADAMS SLOPE - 6:1 W 0 SCALE: 1/4" = 1'-0° BULL MEMORIAL fmp4m< RENOVATIONS AND SITE MODIFICATIONS L ATLANTIC 51ACH, 2' _ FLOC' I DSA 2' NOTICE OF PROPRIETARY RIG+4T5 THESE DOCLZIENTS AND THEIR CONTENTS ARE THE EXCLUSIYEPROPERTYOFTHE GENESIS GROUP [NC- ANDARE NOT TO 5E REPRODUCED, PUBLISHED OR COPPED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFfC URITTENCONSENTOFTHE GENESIS GROUP INC. THESE DOCUMENTS ARE ONLY TO 5E USED UNDER THE DIRECtION Of T HE GEN E6 16 GROUP IN C FOR TI -E PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO 5E USED ON THIS, OR ANY OTHER PROJECT WITHOUT THESPECIFICW21MCON5ENT0F714E GENESIS GROUP INC - 0155S T1 -FE G E N E S 1 S G R O U P, I N C. SHEET TITLE PLAZA LA"rCUT AND DIMgNsIONING PLAN DRALLN BY: CHECKED BY: DEP KRE RELEASED FOR: DATE: 100�o APRIL 10, 1998 REVISIONS: F_ - I PROJECT NUMBER 3351-001 SCALE : SHEET NUMBER : L NORTH OF 14 "• :: .:: ,,.r...y::-._,..M,._,._v..: BRICK BAND ...,...-..,:.... ._....-... ......-...._-_;..,......_. 111/2" TROWELLED EDGE EXISTING FENCE ROCK SALT FINISH CONCRETE WALK TENNIS PAVILION -SEE L-8 10" X 10" COLUMN SAND PLAYGROUND — MEETING <t 41 ASTM SPECIFICATION F1292 d. ., = - ,•• -• �. • - , � GATE Lo TENNIS COURT BRICK BAND - MITER ALL 0 CORNERS AND SPACE REMAINDER BRICK EVENLY THROUGH BAND. CANTURBURY WATER FOUNTAIN ". ``'"ter . Y "METRO MODEL. FOLLOW MANUF. MOUNTING INSTRUCTIONS -• - •• • .. - .. ... _ .._,_':..,�._ _ - :., ..I EXP. JOINT . F - n 1" RUNE—f.- GH 40 WAVE SMITH 4 HAWKEN 5' BENCH "GIVERNY" F 36 DEEP 1 MODEL #3280 a { SMITH 4 HAWKEN 5' BENCH s....:.. . ...:..... ....._..._,..._._...._............ -__.-- _ _"5280 IVERN MODEL PLAN,s TENN f S PAVILION PLAZA L-5 120 V SOURCE FOR FLAGS UPLIGWT DIRECTION OF DRAINAGE -- SOLDIER BORDER — COLOR — TAN / OCHRE NEW PAVERS FLUSH WITH EXISTING BRICK STEP DOUBLE SOLDIER BAND - MITER ALL CORNERS AND CHANGES IN DIRECTION CENTER COPING CUTS IN SEAT WALL 12" X 18" HT. SEAT WALL STUCCO ON 12" CMU WERRMGBONE PAVER FIELD PLANTER I CONC. SIDEWALK PLAN s ADELE GRAGE PLAZA CONC. SIDEWALK SCALE: 1/4" = 1'-0" NOTE1. CONTRACTOR SHALL PROVIDE CONCRETE PAVER SAMPLES AND MOCK-UP SEGMENT FOR ARCHITECTS APPROVAL BEFORE COMMENCING INSTALLATION. I X 4" P.T. WOOD EXP. JT. TYP. 6" X 12" CONC. HEADER CURB —� CONTINUOUS 6" X 6" CONC. SQUARE PAVER COLOR - TAN / OCHRE HERRINGBONE PATTERN CONC. PAVER, COLOR - GREEN RUNNING BOND CONC. PAVER COLOR - TERRA COTTA 3/6" MASTIC EXPANSION JOINT AT EACH QUADRANT - TYP. PROVIDE (2) SEALER COATS ON PAVERS AFTER INSTALLATION 4" R TYP.- 2' YP.-2' X 5' X 6" CAST CONC. TABLET W/ EXISTING PLAQUES - TYP. MEMORIAL PLAQUE -@ —/� CLEO A BOB JACKSON 3/8" EXPANSION JOINT — WWII MEMORIAL — COQUINA R< RELOCATED ATLANTIC BEACH GARDEN CIRCI BRICK BAND — MITER ALL COMERS AND SPACE REMAINDER BRICK EVENLY THROUGH BAND. 12" X 18" HT. SEAT WALL STUCCO Oi`l 12" CMU WITH SIERRASTONE CAP PROVIDE (2) SEALER COATS AFTER INSTALLATION CENTER COPING CUTS IN SEAT WALL HERRINGBONE PAVER FIELD COLOR — TERRA COTA SCALE: 1/4" = 1'-0" (3)12" RISERS W/ 24" TREAD CONCRETE STEPS \lo 0 UL PLANTABLE AREA Wil PLAN 's MEMORIAL PLAZA UL WWI BO SMOOTH, GRADE TO EXISTING GR, RtBAND r CYROUP� INC. ""'ELLED EDGE STRATEGIC -LANDSCAPE PLANNING • ARCHITECTURE SALT FINISH CONC. WALK U Y s A N DESIGN -ENGINEERING 9250 CYPRESS ORIIN DRIVE-SDITI 200 JACKSONVILLE, FLORIDA 32256 (904) 730-9360 FA% 730-7165 (3) LEAFS / 90• SPACE ACCORDINGLY CITY' O� EE E11 TREADCONCRSPS 4TL4Nt I C srACH �L.01�ID� SOLDIER BORDER - COLOR TERRA COTA 31 3` ROCK SALT • J .;z' ;_F r. FINISH CONC. I`.�--t I l..s t �� � 1. 1/..y ._{-•-- r f > 1 "-4" R TYP. V2' 2' c�� MARION THOMPSON PLAQUE — O N— 3/0" EXPANSION JOINT / 120 V SOURCE TO UPL IGHTS, a SIZE WIRE ACCORDINGLY WWII COQINA MONUMENT ® — RELOCATED 1946 — AHERN, BULL, DAVID, STURDIVANT RIAL— BRONZE PLAQUES(g) 4 0 D, MRS. WM. ADAMS SLOPE - 6:1 W 0 SCALE: 1/4" = 1'-0° BULL MEMORIAL fmp4m< RENOVATIONS AND SITE MODIFICATIONS L ATLANTIC 51ACH, 2' _ FLOC' I DSA 2' NOTICE OF PROPRIETARY RIG+4T5 THESE DOCLZIENTS AND THEIR CONTENTS ARE THE EXCLUSIYEPROPERTYOFTHE GENESIS GROUP [NC- ANDARE NOT TO 5E REPRODUCED, PUBLISHED OR COPPED EITHER IN WHOLE OR IN PART WITHOUT THE SPECIFfC URITTENCONSENTOFTHE GENESIS GROUP INC. THESE DOCUMENTS ARE ONLY TO 5E USED UNDER THE DIRECtION Of T HE GEN E6 16 GROUP IN C FOR TI -E PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO 5E USED ON THIS, OR ANY OTHER PROJECT WITHOUT THESPECIFICW21MCON5ENT0F714E GENESIS GROUP INC - 0155S T1 -FE G E N E S 1 S G R O U P, I N C. SHEET TITLE PLAZA LA"rCUT AND DIMgNsIONING PLAN DRALLN BY: CHECKED BY: DEP KRE RELEASED FOR: DATE: 100�o APRIL 10, 1998 REVISIONS: F_ - I PROJECT NUMBER 3351-001 SCALE : SHEET NUMBER : L NORTH OF 14 c>� CH -02 I CORNER HANDLE - 40' -IDI, 12190 mm -- HR -04 HORIZONTAL RAIL (TYPICAL_ 2) 1690—TF2 OVERHEAD CURVED LADDER 1677-Y01-TF2 SCHOOL BUS WITH SEATS ------ n --"i (BELOW 4' DECK) i TENN15 PAVILION CANTERBURY "METRO" DRINKING FOUNTAIN i 24" SILICA SAND 5A5E iMrORIAL WIDE4WAVE SCHUTE 1 WiTH CENTERR iL STAINLESS STEEL B DWAAY, 6' RAi S) 1617—TF2 PLASTIC PANEL 1679-5—PP2 W/BUBBLE COIL CLIMBER 1614-53—TF2 STOREFRONT I COUNTERTOP (BELOW 5' DECK) I 1617T72 PLASTIC PANEL W/BUBBLE 1699-20-T.F2 CLEAR POLYCARBONATE TUNNEL CRAWL --- --� 1656-8-02—PP2 CLATTER BRIDGE WITH BALUSTER WAIL 1617—TF2 /� PLASTIC PANEL WJBUBBLE (AT 8' DECK). GNILDRENS PLAY STRUCTURE N. BW -40 BALUSTER WALL 1699-.10-TF2-M L (AT 4 DECK) CLEAR POLYCARBONATE I BW-40 TUNNEL CRAWL BALUSTER —(1—Eft AT — — — — 5' AND 8' DECKS) ,vao—o—v`—rr� CLATTER BRIDGE (WITH BALUSTER WALLS 1 BW --40 BALUSTER - --µ-y (ALL T 6' DECK) 1617-TF2 4 05-TF2 PLASTIC PANEL OD ROOF (TYPICAL -2, ALE ( YPICAL-2, AT 7' AND 6' DECK) 1614-48-TF2 CHIME WALL 1622-12-TF2 TRACK RIDE } 24" 51LICA SAND 8A5E I - 1673-4—PP2 ARCH LADDER — -�-� -- — — — ALL L006E BOLTS. TW AND FEW PR07 WWW BOLTS fq.M MTAL PLAYMG SURFACES CAN W=M DAWAleOftY HOT 8100TH ANY SHARP EDGES. iZEPAIR DAMAGED PARTS OR � 1.694-01—TF2 "JOT WARN USES THAT $ER10LIS THERMAL gk~ iMAY o (BELOW ' DECK) RESIA-T UM N BARE SKIN COMES IN CONTACT UMTW HOT cp cc% a AS RECOMMENDED BY THE U. PRODUCT tet,- R O�A��Of 1l� ;)BIND r- C4h1'Q881OK 744E OILIERT'UST PROVIDE AND PLACE BENEATH ' 1681-5—PP2 AICD A AL T14 ALL PLAY APPO¢41U8 A SPECIFIC rr j NCs BUI�AG TO �'J' � Ts M V iiir � 1'tATERiAL THAT CI.N°O'RD'18 TO ASTM SPECfFIGAT10Nl r=12ffi TO 1648-4-PP2 IL EXCLUSIVE PROPERTY OF T H i G E N E 6 f 6 G i@ O U P ::N L ® pier- POG AND ARE NOT TO. BE WMWDt4W, M1 i6HED OR CQF'IEP REDUCE THE RISK OF BERIOUB �Y TO PLAYERS. U 4M . CHAIN CARGO NET 1604-01—TF2 • ® Pl'IG ® a .Pi�C EITHEiR IN: WHOLE OR IN PART WI T. THE SPECIFIC :. 1684— 2 — P P 2 NO Ci 4WISTAMM 64=D PLAYWW N7 EQ1tNPN W BE PLACED 1 675-5—PP2 DECK RAMP M sEfWM VM N4I10, WYEI,DW WRIFACM'UUCH AS CGiVe'OIS CLIMBING WALL SHIP'S WHEEL/ AND siTE irmNfr-wD HEREIN A1Jfl A Na*. ASPHALT OR C40MPACTED EARTH, s PI4C . Pic TO SE USD ON TWIS, OR.ANY OTHEf2 PI�OJI:GT LUfTHCUl1T BALUSTER WALL TSE 6i'EGFiC URfTT 1 GGIISENT CF T N E G E -N E`& l.S ;ftp O U P M G • P13C ■ P6C @I991 THE Cx `Ir N E a 15 �t 12 ..COi�lCRETE �30RDER (AT 7' DECK) 1687-3-PP2 SAFETY SEE im / L--1 ® • Nomtnat Post Het ght,ln fest, above finlow.d grade. St►� ET TITLE : 60ETY PER R WITH, FORSMWS MATERIAL, 1643-4-52 ' MUST ALWAYS, S1RROJND:PLAYGlROU040 EQIPMENT. ATLANTIC / AH1 Dock heights ars to feet ( anises noteed otFrrwtea) STAINLESS and dimersaiorwd front fln►ehsd grads altawing for STEEL be added after assembly,. CHUTE All poste are to koe knrlsd 8'-tr'(1220"mm) below fmfehed grad and est in cawsts footing (hg others). A r Consuit "Ject atngimw for ei xA ct footing roqu retro" !�1 (PLASTIC CYLINDER (P Dimmrwlom on tMe area drain take prece demce over f t accoeeoe� erection draw�4 if � � 1609-60—TF2 �L/ Overall clfmsnetons of oquipmant are to SPELLING PANEL, outelds out- etch: moaeureements and do not include this necessary BALUSTER WALL — additiomt barrier -fres 2one, t - AT 3' DECK) Erection Orawktge and the tnstallation Gutdeslmee: 1609-40—TF2 DiAUN f3Y:C1�3Y: czAS k ADDITION CYLINDERS (PLA RS, AT 3' DECK) i TENN15 PAVILION CANTERBURY "METRO" DRINKING FOUNTAIN i 24" SILICA SAND 5A5E iMrORIAL WIDE4WAVE SCHUTE 1 WiTH CENTERR iL STAINLESS STEEL B DWAAY, 6' RAi S) 1617—TF2 PLASTIC PANEL 1679-5—PP2 W/BUBBLE COIL CLIMBER 1614-53—TF2 STOREFRONT I COUNTERTOP (BELOW 5' DECK) I 1617T72 PLASTIC PANEL W/BUBBLE 1699-20-T.F2 CLEAR POLYCARBONATE TUNNEL CRAWL --- --� 1656-8-02—PP2 CLATTER BRIDGE WITH BALUSTER WAIL 1617—TF2 /� PLASTIC PANEL WJBUBBLE (AT 8' DECK). GNILDRENS PLAY STRUCTURE N. BW -40 BALUSTER WALL 1699-.10-TF2-M L (AT 4 DECK) CLEAR POLYCARBONATE I BW-40 TUNNEL CRAWL BALUSTER —(1—Eft AT — — — — 5' AND 8' DECKS) ,vao—o—v`—rr� CLATTER BRIDGE (WITH BALUSTER WALLS 1 BW --40 BALUSTER - --µ-y (ALL T 6' DECK) 1617-TF2 4 05-TF2 PLASTIC PANEL OD ROOF (TYPICAL -2, ALE ( YPICAL-2, AT 7' AND 6' DECK) 1614-48-TF2 CHIME WALL 1622-12-TF2 TRACK RIDE } 24" 51LICA SAND 8A5E I W R -LEAS EDO% ATE . 5ULL PARK AP.11.. 1� 1998 440 PLAYA F , PL T ORM 5LA3LEY ARCHITETUA REVI51OI�i5 CL 30 NT. WOOD, PICKET r-ENC1-= SEE 2 / L-8 �'ECREATiON,4L PRODUCTS � � ti_ - 5C -ALE; 1/4" = 1'-011 I I %,V&-UM01P �,AZt.AUIL WVMrANT 3351-�01 - PLAYGROUND NOTES — -�-� -- — — — ALL L006E BOLTS. TW AND FEW PR07 WWW BOLTS fq.M MTAL PLAYMG SURFACES CAN W=M DAWAleOftY HOT 8100TH ANY SHARP EDGES. iZEPAIR DAMAGED PARTS OR T O k�F1'1: t WF�N D1R1=Ct d,Nt. oRs 1.694-01—TF2 "JOT WARN USES THAT $ER10LIS THERMAL gk~ iMAY (BELOW ' DECK) RESIA-T UM N BARE SKIN COMES IN CONTACT UMTW HOT METAL. AS RECOMMENDED BY THE U. PRODUCT tet,- R O�A��Of 1l� ;)BIND IMPORTANT DRAWING NOTES C4h1'Q881OK 744E OILIERT'UST PROVIDE AND PLACE BENEATH ' 1681-5—PP2 AICD A AL T14 ALL PLAY APPO¢41U8 A SPECIFIC rr j NCs BUI�AG TO �'J' � Ts M V iiir � 1'tATERiAL THAT CI.N°O'RD'18 TO ASTM SPECfFIGAT10Nl r=12ffi TO RING CUMBER EXCLUSIVE PROPERTY OF T H i G E N E 6 f 6 G i@ O U P ::N L ® pier- POG AND ARE NOT TO. BE WMWDt4W, M1 i6HED OR CQF'IEP REDUCE THE RISK OF BERIOUB �Y TO PLAYERS. U 4M . • ® Pl'IG ® a .Pi�C EITHEiR IN: WHOLE OR IN PART WI T. THE SPECIFIC :. 1684— 2 — P P 2 NO Ci 4WISTAMM 64=D PLAYWW N7 EQ1tNPN W BE PLACED 1 675-5—PP2 DECK RAMP M sEfWM VM N4I10, WYEI,DW WRIFACM'UUCH AS CGiVe'OIS CLIMBING WALL AND siTE irmNfr-wD HEREIN A1Jfl A Na*. ASPHALT OR C40MPACTED EARTH, s PI4C . Pic TO SE USD ON TWIS, OR.ANY OTHEf2 PI�OJI:GT LUfTHCUl1T TSE 6i'EGFiC URfTT 1 GGIISENT CF T N E G E -N E`& l.S ;ftp O U P M G • P13C ■ P6C @I991 THE Cx `Ir N E a 15 �t 12 ..COi�lCRETE �30RDER SIMILARLY, AN APPROPRIATELY ODE AND I*4WTik=W 1687-3-PP2 SAFETY SEE im / L--1 ® • Nomtnat Post Het ght,ln fest, above finlow.d grade. St►� ET TITLE : 60ETY PER R WITH, FORSMWS MATERIAL, ' MUST ALWAYS, S1RROJND:PLAYGlROU040 EQIPMENT. ATLANTIC / AH1 W R -LEAS EDO% ATE . 5ULL PARK AP.11.. 1� 1998 440 PLAYA F , PL T ORM 5LA3LEY ARCHITETUA REVI51OI�i5 CL 30 NT. WOOD, PICKET r-ENC1-= SEE 2 / L-8 �'ECREATiON,4L PRODUCTS � � ti_ - 5C -ALE; 1/4" = 1'-011 I I %,V&-UM01P �,AZt.AUIL WVMrANT 3351-�01 REGULARLY MSPEGT A.A. PLAY =QVIP11"10114T TO. INiBtJm COMPONENTS ARE N PROPER WORIC*rs ORDER TKst "M — — — - — — -�-� -- — — — ALL L006E BOLTS. TW AND FEW PR07 WWW BOLTS fq.M 8100TH ANY SHARP EDGES. iZEPAIR DAMAGED PARTS OR IRREGULAR SURFACES AND ELIMNATE SHARP ELE?* I 1.694-01—TF2 KID'S BENCH (BELOW ' DECK) IMPORTANT DRAWING NOTES NOTICE OF FRO-RiE:;tA1 T'RfGnNT& 1681-5—PP2 POST . PG. MAFPiC THESE DOCUMENTS AND TWEIR cONTLARE THE RING CUMBER EXCLUSIVE PROPERTY OF T H i G E N E 6 f 6 G i@ O U P ::N L ® pier- POG AND ARE NOT TO. BE WMWDt4W, M1 i6HED OR CQF'IEP • ® Pl'IG ® a .Pi�C EITHEiR IN: WHOLE OR IN PART WI T. THE SPECIFIC :. 1684— 2 — P P 2 MITTEN.WN6ENT OF T H E G,E N E. S F S G R•O u I,N G ® PI6C ® a PSG t►al= eta atm a>;tL7 xcs f�n> tl�E DECK RAMP »+f�EctircfTH>: �i refs �touP itfC FORT:E.t°ROJEGi a Pec [ ] • PBC SPECdFtcAJ.LY AND siTE irmNfr-wD HEREIN A1Jfl A Na*. s PI4C . Pic TO SE USD ON TWIS, OR.ANY OTHEf2 PI�OJI:GT LUfTHCUl1T TSE 6i'EGFiC URfTT 1 GGIISENT CF T N E G E -N E`& l.S ;ftp O U P M G • P13C ■ P6C @I991 THE Cx `Ir N E a 15 �t 12 ..COi�lCRETE �30RDER ® ■ P�G 1687-3-PP2 SAFETY SEE im / L--1 ® • Nomtnat Post Het ght,ln fest, above finlow.d grade. St►� ET TITLE : CLIMBER ' Dock heights ars to feet ( anises noteed otFrrwtea) and dimersaiorwd front fln►ehsd grads altawing for 2"-0" (610 nim) of safsty.eurfdcwg (by others) to be added after assembly,. All poste are to koe knrlsd 8'-tr'(1220"mm) below fmfehed grad and est in cawsts footing (hg others). A r Consuit "Ject atngimw for ei xA ct footing roqu retro" !�1 Dimmrwlom on tMe area drain take prece demce over f t accoeeoe� erection draw�4 if � � deeic noted d#d/O' lfferesrtt. �L/ Overall clfmsnetons of oquipmant are to outelds out- etch: moaeureements and do not include this necessary additiomt barrier -fres 2one, t - ileo We Area Drawing In corQunctfon wfth the Accessory Erection Orawktge and the tnstallation Gutdeslmee: DiAUN f3Y:C1�3Y: czAS k W R -LEAS EDO% ATE . 5ULL PARK AP.11.. 1� 1998 440 PLAYA F , PL T ORM 5LA3LEY ARCHITETUA REVI51OI�i5 CL 30 NT. WOOD, PICKET r-ENC1-= SEE 2 / L-8 �'ECREATiON,4L PRODUCTS � � ti_ - 5C -ALE; 1/4" = 1'-011 I I %,V&-UM01P �,AZt.AUIL WVMrANT 3351-�01 WIDTH VARIES E%r�lr�I���i�"�I CONCRETE. SIDEWALK ROCK SALT FINISH a ,C BRICK SOLDIER BAND MORTARED SU15GUBGCOMPACTED DE "CT 1 ON 0 SIR I Olt BAND 10'-0" TYP. 5C14L ft1 1'-/7�1( ROCK SALT FINISH 11/2" TROWELLED EDGE EACH SIDE BRICK SOLDIER BAND W/ RECYCLED BRICK MORTARED TO SLAB SCALE 1/4 11=11-0 It NEW 1/2.11 OVERLAY TYPE !1611 PAVEMENT :�t I A EXISTING ASPHALT AND L IMEROCK SECTION .0 TURNDOWN a! Z rSLUALK SCALE 111 _ i'_o11 5" CONCRETE SIDEWALK ROCK SALT FINISH CONCRETE LANDING 5% MAXIMUM SLOPE, 4:. TAPERED CURB A.D.A. COMPLIANT TRACTION SURFACE A.D A. COMPLIANT FLUSH W/ ASHPALT : SLOPE 1:12 CS5lo� MAXIMUM 3000 PSI CONCRETE — SIDEWALK W/ ROCK ASPHALT J SALT FINISH 6" CONCRETE HEADER CURB HANDICAP RAMP DETAIL k16' N.T,S, STERNBERG -'AUGUSTA 151!2" CON 12 CMU L IGcNTBASE $212 MASTIC EXPANSION JOINT 308 STAINLESS STEEL r;T THREADED ROD. SEE MANUFACTURER'S SPECS g,� 11 MORTAR,: . 3,000 PSI FIBERMESH FOR BOLT PATTERN CONCRETE 510EWALK — ' ROCK SALT FINISH 2 11 t/2118 4 4 SIERRA 011E CAP 4 �, MORTARE; TO WALL. — -- - — ° 4 G a a PORTOF O STYLE._Ill—I 11-1 I f`I -f I(=1 l I=1 I ISL 11-1 11=� f 4 2' SEGMENTS Jill COMPACTED SUBGRADE e 4 Q a 3/4' ELECTRICAL CONDUIT 24" DEEP '/4" STUCCO OAT"'WITH ELASTOM RIC PAINT, COLOR BY ARCHITECT ° 4 A 3,000 PSI CONCRETE LIGHT BASE o a 04 .i EXISTING SUBGRADE SECTION 0 LAMPBA6r=/6I Dr=UJALW. A.D.A. COMPLIANT LANDING WITH TRACTION SURFACE 5CALE 1"=1'-011 - �•.®t SCALE3"=t'-Q�►' [ --» HANDICAP PARKING SIGN RAMP DOWN - DOWN --------- " FLUSH Slo SLOPE MAX -- — TURNDOWN SIDEWALK EDGE 3/411 PROVIDE STRIPING PER F.D.O,T. STANDARD INDEX 7. 0 1 1 CENTERED IN SPACE ' 1 1 PROVIDE STRIPING FOR EACH 041 A 11 .1 2 A 11 t 24. SITE PLAN. .I DO NOT STRIPE WHEN WIND EXCEEDS 5 MPH 5'.0" 12'-011 It MO It 5CALE 1"=1'-011 - �•.®t SCALE3"=t'-Q�►' [ �►1�1J� ! Cr4i� ' ',SCI 11�1Ca� DETAIL _z 0 +�— PARKING co STALL p1—�11 -I YP. 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 --» HANDICAP PARKING SIGN RAMP DOWN - DOWN --------- " FLUSH Slo SLOPE MAX -- — TURNDOWN SIDEWALK EDGE PROVIDE STRIPING PER F.D.O,T. STANDARD INDEX NO. 1'1358 0 PAVEMENT SYMBOL CENTERED IN SPACE PROVIDE STRIPING FOR EACH SPACE WHERE INDICATED ON SITE PLAN. DO NOT STRIPE WHEN WIND EXCEEDS 5 MPH 5'.0" 12'-011 �►1�1J� ! Cr4i� ' ',SCI 11�1Ca� DETAIL _z 0 +�— PARKING co STALL p1—�11 -I YP. 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 INTERLOCKING, CONCRETE PAYERS ON 11/2 " SAND BED OVER 99io COMPACTED SUBGRADE SEE 3/L -5 6" X 12" CONC. HEADER CURB 1/2" C_ •4AMFER ON EDGES, SMOOTH FINIS 11 4" CONC. SIL7EWALK 111 III 2X2 PICKET �C " WRC 36 LONG 2X4 i- 2X2 ' 10D N (V F B _ *CX14 X4ALUSTRADEZ NOTCH P05T 's iv � TO FIT, TYP. , ltl�rl 1 L J 11 COMPACTED SUBGRADE PAINT ALL WOOD MEMBERS WITH TWO COATS HIGH GLO55 WH11-E LATEX EXTERIOR PAINT. /"'o �2 &%TR*TO GATE "s SCALE 1,211=11 -oft GRADE PLANTER SOIL t0 12" HIGH POINT IUI SLOPES AND CIRCULAR SWALE CIRCULAR CONCRETE STEPS WITH RISERS W/ (3) 16"TREADS 1'/2" INSET AT RISER BASE, SEE 3/L-8 4, _ 11 040 NOSING BAR T77 d d d V d , a ' a <. d O a 4 181` SMOOTH FINISH TREAD 29. WASH ON TREAD R TVP. 1" CHAMFERED EDGE i"- 2" MIN. 1*4- NOSING BAR, CONTINUOUS S► 29b 1 a a — --- �- EACH RISER a 11/21, X 11/211 SHADOW REVEAL ' a a INSET - CONTINUOUS EA. RISER 8 INTERLOCKING PAYERS a ;« - --- -- ---- III I- 14/2" SAND BED x"40 BAR CONTINUOUS 24il O.C. _III.,ili,.11- � IIl I 04-0 BAR 24" O.C., 2" MIN. CLR COMPACTED 5U5GRADE 3000 PSI GONG. STEPS _-8 P scALE : 112,1 e 1'-2>" CONCRETE STEP RETAINING WALL (3) 12" RISERS W/ 24" TREADS W/ 141/2" INSET AT RISER BASE 2' X 4' CONCRETE 5LA8 WITH MEMORIAL CIRCULAR CONCRETE STEPS WITH PLAQUE EMBEDDED IN CONCRETE (3) ro" RISIERS W/ (3) 18"TREAtDS 141/2" INSET AT RISER BASE, SEE 3/L-6 INTERLOCKING CONCRETE PAYERS ON 111/2" SAND BED OYER e,,3% 2DRAWN SY: CWECKED 5Y: 2' ' ' COMPACTED SUBCxRADE SEE 3/L-5 2 2' � AND 4/L - 8 \ FINISHED GRADE SLOPE 18" IS"I0' _ 011 A''R1L`Qi 1/998 / REV151 N5 611 51MILIAR - SEE 3/L - FA *40 NOSING BAR a r 3000 P61 CONC. WITH <" aR ' a a TYP. 040 BA 24" O.C. ° d B.a . EXP. JOINT 10 EA, QUADRANT . � I -.--.I ; I -I � I -I , ,_I I I_I � I_I � ��1 � 1-� I-=:-_ �_ � I -I I `__. I ,..-1 I �_._, , _ 11=1 11=I 11=1 11^I I fel I I _i I I;I 11=1 I I, ; I I 1=i 11-1 I i-1 11=1 11=1 11-11 f=1 11 I!-1 I I I'1 �' =1 + I=7I-1 I I-1 I I-111. =C � 1={TI-1I I- ► I �f 11/_I I I -I I(=III-i ! i- �-' �� _� 11-((I-1 I i-1 I I =L! l=! I I-1 i 1 111=1 I 'PROJECT I - NUHSER I; I I 3P.��0 PSI GONG. WITH -i 11=11 I—I (I=11 I f I i ?a11 nr t Typ 2xk vertical t CDX, ea. side Braces Typ. Cedar Shake ea. side _ I . _' Expansion Joint-ArourI6FRid53e Ra fter Conc. Pedestal To Depth , Turned D®uin Slab i Of door 81ab. Typ, CAspha It Impreena ted) Typ. �- { � I 10" Sq. P.T. Post Tyh• Dbl. 2x10" Bearins f I _—_._..__------_ Roof 1._ine DR4UJN BY -.- G1-1E.CKED BY: -- --- I - ------ Ir -------- I ------'t Typ- — � See ICIE r 1 i Note: I "1- 14/2 i I 1,, Sc�. Concrete r .� - ------------------- -- ---- - - ------r---------------=+ See Section Detail This Sheet For I Foundation Ped4sta 1 n No T t c E a P20RIr4RY.� rs ' d ' ' I 11 IE 1 I! Ra fter Overhang I I /e I " p 1�3 S'.T. Post T t� ' 14ESE DOGGMENTS ANO THEIR GOWENTS, ARE THE EXCLUSIVE ARTY OF T H£ G S N E 5:1 8 Gs R O U P 1 N G. N M 1 I If I r Seam 7 ! oAimnI-,, c2 'ro.015 AND. ARS NOTFMt��c;t�ti.j6PtO OR CAOPI :D Beam I w. I M I I! OciT~iac' I Ua It °.. TC1 EITHER ,tN WHOLjg oR., tri. E'AICtT WITWOUT THE 9MCIOIG --------4---------d ----_-- ------ I I it I 1-01, i Uael�c�o�TN r=,_x;E, sls.Ror.ltrc. THESE DOW1ENT$ AYQE,C.NLY TO S£ ueeD LkOrzR THE �zp L132"ypCLtPostuss IIi bI• Rafter/ Truss p , / Ra fter Truss To. Beam DiWaiON OF T N E; Ct E N "b i 6 G 'd U P t N G;'t-0R TIa.P)'7p,1EGt AND 6itE 80CiKfGALI Y IpENTiFii;A G 1 ANPAW WT - Se►a ire �. u i. - �1 I mea m. Yalley Rafter Typ 2 '- r '-2il '- O"2 T 2 2'-2 yp- ®a . T Beam yh-V-5 I See �� " I� To HE UMM ON TH18 014 ANY 02NEfE`PRaxGT U tWOUT TSE SP cwl It�R11TEN,C(�Ft�} 4F T N 1c G'E iFE.b 16 to It 4 U is 14 a / 3/4" typ• Typ• t} t Typ--moi ,r 2 X " B l0'c^..ki"ne ,/ r-- Section Detail SCALE ;. SHEET l�fU- M`, 5E ,�� q► 2x&" Rafters 1 yp. 1998 TN�:.. G E hl .)✓ $ i 9 �i R' O U f' .j N. C: - y ;A;r:5WC3i�l - \ 1 �. 0 tYt�It .Yi.m. ! L t - arra. t It o<. A. Typ- I I 51-+EET TIT:E �-__ -- --------� �_ -___-_ - _! I Note: i -� I Roo f Line- See Sheet 4' -O„ Flooe QfbConcrete L-10 for 2x4'' Na i ler t Typ 2xk vertical t CDX, ea. side Braces Typ. Cedar Shake ea. side _ I . _' Expansion Joint-ArourI6FRid53e Ra fter Conc. Pedestal To Depth , Turned D®uin Slab i Of door 81ab. Typ, CAspha It Impreena ted) Typ. �- { � I l OverhanAnd Roof t i Eci!oe Fil�ah Detail 1 ` I.. D©uble 2x,!o" Rafters im-IIIWI k1m UJ/ Diagona I Braces I See `7 \ S -A/2 l 2x8" Ridge rafter T.yp, Rtcl F: Re ftADr =M fter/ 10" Sq. P.T. Post Tyh• Dbl. 2x10" Bearins f I � Truss Connection DR4UJN BY -.- G1-1E.CKED BY: -- --- I - ------ Ir -------- I ------'t Typ- `� I See ICIE r 1 i l OverhanAnd Roof t i Eci!oe Fil�ah Detail 1 ` I.. D©uble 2x,!o" Rafters im-IIIWI k1m UJ/ Diagona I Braces I See `7 \ S -A/2 l 2x8" Ridge rafter T.yp, Rtcl F: Re ftADr =M fter/ 10" Sq. P.T. Post Tyh• Dbl. 2x10" Bearins I .` ' } Truss Connection DR4UJN BY -.- G1-1E.CKED BY: -- --- I - ------ Ir -------- I ------'t Typ- `� I See ICIE r 1 i "1- 14/2 i I 1,, Sc�. Concrete r .� 0 I RELEAtSED FCR, DATE Foundation Ped4sta 1 n I d 'i0, 1 I! Beam Conection Deta i I I /e APRIL i998 It r Seam 7 ! oAimnI-,, c2 Beam I w. _..._.`- OciT~iac' I Ua It °.. TC1 --------4---------d ----_-- ------ / i2" 1-01, i �zp L132"ypCLtPostuss IIi bI• Rafter/ Truss , 1 Yalley Rafter Typ 2 '- r '-2il '- O"2 T 2 2'-2 yp- ®a I=YOIS r�uM�2 T Beam yh-V-5 Typ. Seam Typ• / 3/4" typ• Typ• t} t Typ--moi ,/ 5 3/411 Section Detail SCALE ;. SHEET l�fU- M`, 5E - y ;A;r:5WC3i�l - \ 1 �. 0 tYt�It .Yi.m. ! L t - arra. t It o<. A. End Spacer Dbl.2X10" 331/2- _ 4 .5eam a " 9 a „ 3/8 Diam: Thru.. Bolts Ty}o. ;. 3/16 Stea 1 Post Pate (UJashers Each Sided ,►�(U)eld To I -horizontal Interior ' i 2- 3/16 X 3 Steel Straps r�r Blocking UJ/ Ulded End Spacer 3 .._ :•_. ...: Beam Tie Straps d Fm: 2x8"1/2 Diam. Thru- Bolting „ °tea" CDX- 2 ifr4 ? Ty. (.See Plank -t-!/2 Post NOTE: ALL BRACKETS i•-1.D.G. COATED, l., O UJ E R BRAC !:: E T 5 I - SEE SPECS. E,ctended Brkt. I 1/2 COX Fram Beam/Post Interior Beam Clip 2x4 F. 1/4"x4" Ang{e 1 �► Dbl. 2x10 Beam Connector - Blocking-) O Sq. F.T. 3/le, Steel Plate Post 8lockine From 2x8" 3/S" Diam. _ -- Connector Bracket Typ, Thr' l interior Clip Fm, o t s . 4�r 1/2" Diam. Thru- Bolting 3116"x4"x4" Steel Angle 3/S„ Diam. Thru Bolts Typ. Steel platea. Connector Bracket a�� ee veneer -:s sioie Ccla r Sha k 1/2" Diam_ Thru. Bolts Typ. 10" S P.T. Post � � 12" Vii" _1/4" Interior Clip 1 1/2 "x5" Bracket 6 ea, end 3116 "x4" x9" 4 ��� Steel Angle 1/2 °x S" La Bo Its T 01::01, 2XIC" Beam Below Typ. 2X&II Rafters Db 1. 2x6" Rafter Truss Typ_ 72xrv" Valley Rafter 2x6" Interior Blockinc 3/160 Steel Tab Uleldsd To 3/51Ix 5 1/2" Mach_ 41IX 4" Angle Clap For. "U" Thru Bolts Typ, Bolt Anchor Extendecl Brkt. 3/8"X10-1/2" S.S. "U" Bolt From Beam/Post Bracket From 3/fro"X4"X4'I Connector Steel Ano le 11 P•L•A.N Roof Corner 2x4 Interior Blocking Typ, 3/S'I Diam_ Thru_ Bolts W/ 2" O -D. Washers On Interior Truss Face 2x10" Beams Beyond 10" Sq, P.T. Post 2x Interior Diagonal Brace Dbl.2X6" RafterT rues 313"X 10 1/2" S.5. "U" Bolt Over valley Rafter- Inly Flush UJ/ Top Surface -(verify Length Valley Rafter Dbl. 2X6 Rafter Truss ' t 2x6 Interior lodkin 1 iGE B gNES _. Db 1. 2X10" Beams up GTRO r ,�° r S T "R A15 0 It • h N ): S � � P "E Bracket From 3/16 "X4 "X4" PLA i N I X, • A C 8 117 B C? V.:E E Steel Angle Q1 A :.:DR�It p •' Nt I_I,EERIHGi Ir 92.6 .0 CYP11999 6`111 I( °D9fY�-9.0`I!`� 200 1/2 Dtam_ Mach. Thru Bolts JACS3ON"VIiLE,' T.L:OSiDA 322.08 " ( eferance Detail 1/L-10 (904) 736-:4360 AX Asa -7166 31161, Connector Plate (Reference beta t l i/L - i0 F r Pattern / Layouts SIDE.CITY �01: � yp-�tl��ffi� C BSN 1 JA I I Sq. Meta 1 3Ile," Thck Tube, 2X4 B l ocktng \00A L L"%e =.I&= off" -- 0 In =1 1 QQ6� 40 /'5 CML L X 1401404"00MO&. I /" %, 1 M e op t /0%1hl i on 6 -3"R, w/2x4 sandwich and 1/2 " CDX overlay S•I•D•E F*"� P015T CONNECT I ON "JC)j I�cd,.R: VoY-m„ 2x8" Ridge Rafter Brack; Ridge Cap Typ, 10 Ga. X 1" S.S. Strap Bracket (U)elded) --------------------------- 2x8" Ribe a Beam ------ S•1 -D-E 2 CENTER RAFTER CONNECTION 1/2" Thru Bolting, Typ. S• I -D-,E 8-5impson Model No. A-24 i/2" Thru Bolting Typ. (bolt Pattern Per Bracket Design) 2x6 " Rafters Typ. Notch Vertical Brace For Ridge Rafter Typ. —2x6" vertical Bracing Typ. 1 -N -T•E• R• l• O -R • N. D 2x&" Rafters Typ_ 2x4" Na l lers, Typ. 2x8" Ridge Rafter Typ. Bolts ins 2x8" .Ridge Rafter Align Corner Of Bracket UJ/ Top Of Rafter. Align Bottom Corner Of Bracket UJ/ Bottom Of Ra fter. En 1100% Ass— 0—M � A 0—M a" ■M "@% ■" 00% 00 t I I 9!!�- a "ft A 0-0- M■ 0—M !� 2 L -100 scdus= " 'ct" 2 XS" Bevel Cut Ridge Capping 2x4" Na i 1 ers Typ. "'IN S 3./a" Diam, Mach, ch. Bolts W/ Washers - Both 61c;Ies Typ. (Reference Detail 3-A2) I `A \—'---- 2x6" Bracing Typ. Double 2x&II Rafter Truss Typ. —3/8" Diam. Machine Thru Bolts W1 Washers Both Sides Typ_ — 2x6" Bracing Typ, mom arin. mnoa4m To fRowmaram coNt�imcwricNs 2x6 " Bracing Typ. Double 2x10" Tie � Beam Typ, 2 �� `� ri 3 �f /AT{ONS Bolts UJ/ Washers 2 x6 " Ra fter 2xrco" Fascia Cza Iv. Meta I Drip Edge Five - free Gsa 1 v. Meta i Roofing 2x4" Nailer CSa Iv. Meta I Drip Edge 2x4" Fascia Board Five -free C�alv.-Ngr1cPE oa+' "1zo.t?r lETaR 1 r1Ts "eta l Roofing Tl M -SE rPOCAPIENTB AND TH1=IR CONTENTS Aft THE U5 GZ iYE EX F R�FERTY 6F 714 40 AQE NOT TO HE REPRDDXBT> Pi1H4I8f8D ORS%OP)ED HiTHE fN wHO. . ! k E F3R IN PART wiTHOUT T} s' -Cry . wR ITTEN coNSOvT of r H-Ee .G 1= N E s 15 <'i R q uta .t:N C. Csa l v. Metal Drip Edge TH-ZW DOC NTs oN1r'T, To 9E I Cis R THE DIRECr1oN Gf. T W E G� N� 81 & AND 61G� 1-rz- 'ECOICALLY-10SN.M, irU Hi ttt 4ND AM140T. 2x4" Nailer TC, -wasp GN THIS, ole Ar1r:'oTHER.t t�cfi .wIT1.1OUT Tle 81'EC�I ,,;or* COl*W Cfi.i 4 E -S ENE 8 ! 6 G t' o' U P. I N C. . c@19'9S THE C3 g. N E a I S, Cs i?.: 1 N c. Cza Iv. Meta 1 Drip :,�... dee r 2x&" Rafters Typ. S1- SIFT TITLE 2x4 Fascia Board Cont. "Iter Corners W1 S.S. Square Drive Screws 5 E• C- T• 1. O• N A - ,4 Throughout. bl ROOF EDGE PINISN DETAIL 2x6" Rafter 2x8" Ridge R a ftt�r Simpson Model No. l 4U -2a Typ. (Sloped 4 Skewed) S.S. Screws Typ, 2x6" va l ley Rafter (51C .Simpson Model No WD26 F;Saddle Type, Slop d RELE�aED FG i L7. TE 1/2' L'AT 1 i*,41/I 1. I Ohl Scale: 1/2" . 1'-0il _OLUMN, TRiMAND BASE W/TWO COATS z0L'T'URETHANE ENAMEL PAINT ?TES ,AND SPECIFICATIONS 1OX10" P -T, _ Building Post 3/4" Machine - Thru Bolting Simpson Model CB1010 Post Anchor ._ _�.._ancrete 1*ootinc pedestal- Reference 5(! Deta i 1 "A -All, Sheet L-9 For Deta i 1 Footing Plans POST ANCHOR DETA I L � L -111 s�cdLs: � �� •, � - m" 1x8 Sill plate trim, Painted White 2x10 Double Beam w/ WDG 1/2" Bolt, Washer and Mut 11/4" i-loles around Hardware 1/2" CDX Veneer, each Side li7 lb, Felt, each side Blue Label Cedar Shake Veneer h" Vertical Spacing 2X6 Vertical Bracket 2x4 nailer blocking beyond 3/16" Steel "U" Bracket welded to 11/2 "x11/2" Radial Steel Tube 3/8" PDG Boit Nut and Washers 11/2"x11/2" Radial Steel Tube ixS Radiuseci Sill plate trim, Painted lhitess co�.{aTr�ucrr� uoT�a ai.lc s�scr�icartoua� 11 /� If C1) ALL.:STRUCTURAL WOOD SHALL ME. i O. 1 S4WT`HERN YEl:.LOW, PINE- MOIST4f CONTENT SHALL: NOT EX"MED 19 "UPS'ON SI'9 E 1ELIVER'i' C2) ALL TRIM WOOD 51-I;4LL.: E MIN. "NO.. 2 SELECT WESi'E'N RSD Gl~b:4R. KtL.N:I�RIED. r. C3) ALL"W�017 YEXCEPT TRI 1U001D)."SHALL E'+E CP.T.)- PRESETIVE TREATED v R5011DEN K-33, OSMOSE K-33 .CCHROMATED COPPE}�c'. ARS :... TE,, i t'RE Ii?•. _ . ,. FED: 9PEG. TT -W -SSPE O A.W.P.A. LP -2-88 Lf: r' 22-S8; CQCiP-£cue, TREATMENT CRITERIA: .40 Lt3JCF F GROUND; CONTACT:MA" R ZIALS Afi+iC7:. L.BJG� NON CsR�tiND CONTAMT MATER14L:S:'. 51:18?'II-TTAL; St1}�31 ttT t"4ANLl;�/�,GTtd CERTIFICATION 'DATA F ALL WOOD PRE$ERtAT1YE PRaOEUCTS. (4) WOOD FINISH: ALL WOO .51 -TALL IQECEIVE 2 (TWO) FLOOD COATS WHITE POLYURETI-LANE ENAME WITH M(Lt EGiDE. (SUMMIT GOLG?t�) ,c�R�PI. Y AS PER MANUFACTURERS S ECiFIGATIONS, .APPLY TO"ALL WOOD. SURI=ACES " PRI OR TO METAL ROOF NSTALLATION: (5) .ALL METAL 'FASTENERS, ANGERS, AND BEAM SA1:5DLES SHALL: BE Sil" iPSON COR APPROVED EQUAL. HOT PPE GALVANIZED, MINIMUM l2 GUAGE � ► UNLESS OTHERWISE 3PE IFIED ON: PLANS.R STRATIGi1 • L3CA� Cro) CONTRACTOR FAf5RICA D STEEL :'ELATE CONNECTORS: CONSTRUCT WITH L A N N I T ( +► ARC T C T U ftE :."zUAGES SPECiFIED ON PLANS. AND HOT -DIP GALVANIZE MESTING A.S.T _1 A 153. ALL BENDING, DRILLING. AND WELDING SHALL. 15E, COMPLETED" PRiOR TO Ui AN DB'5 { ; • 3 1[ f %N �B.RI`Nt GALVANIZING. SUBMIT 9 OP ORAWING6 ON ALL FRABRICATED GONNEGTORS FOR APPROVAL PRIOR rO MANUFACTURING.4 B S O, C Y P k 1 S 8 6R$ (1 ALL BOLTS, NUTS, AND SHERv SHALL 8E HOT-DiPPED GALVANIZED. - I A C 1� S 4ii � go 44", 789 9:3'80 C8) ALL WOOD GONNECTIC7N - UNLESS OTHEi�W1SE DETAILED; SHALL ME WITH SG2UARE DRiVE, SELF C UNTERSiNKING, -316 STAINLESS STE'E'L SCREWS <15UGLE ;-LEAD) 010 OF A APPROPRIATE LENGTH FOR THE CONNECTION. C9) TRiM NAILS: SHALL BE Iry STAINLESS STEEL UNLESS OTHERWISE NOTED. SS (10) CONCRETE: TYPE 1, 40 ® PSI a 2S DAYS. FiNISH: "15ROOM FINISH,WiTH TOOLED EDGE 1J2" RA IUB J 2" BAND. UNLESS OTHERWISE NOTED. (11) REINFORCEMENT 15ARS< NEW BILLET STOCK, INTERMEDIATE" GRADE, AND1V- fwC�'t' SHALL 8E EPDXY COAT D, CONFORM 1 TO ASTM A615, A -i"15. 02) WELDED WIRE MESH :REI FORCEMENT: &Xro" 010/*iO (W1.4/Wi.4), " (13) SUE3GRADES: M -IN, 95%e COMPACTION PRIOR TO PLACEMENT OF CONCRETE. SUBMITTALS: COMPACTION TESTS FOR COLUMN FOOTING PADS AND FLOOR SLABS. COORDINATESCHEDULES WiTH FiELD ENCsiNEER 04) METAL ROOFING: FIVE -VEE TYPE, 25 GUAGE WI'T'H G -so GALVENIZED FINISH. ANCHOR WiTH CGALVENIZ D, RINGED SHANK NAiLS WITH LEAD SEALS. (15) RIDGE CAPS AND DRIPEDGE.- 29 GUAGE, WITH G -SO GAL.VENIZED FINISH.'- (iro) NAILS AND 'SCREWS SHA L NOT PROTRUDE VIVMLY THROUGH EXPOSED. SURFACES. (1-1) FIELD INSPECTION: ALL ]REINFORCEMENT PRIOR TO CONCRETE POURS,L 11 L COORDINATE WITH BUiL 1NG DEPT. AND CONTRACTOR C15) CONTRACTORS ENGAGE IN EARTHWORK SHALL VERIFY LOCATIONS OF UNDERGROUND UTILiT1E5 PRIOR TO EXCAVATION AND SHALL MAINTAIN RESPONSIBILITY FOR C ORDiNATiON, PROTECTION, AND REPAIR IF UTILiTIES ARE DAM4GED Roof Beam 2 X4" P.T. Blocking Typ. . Finish Floor Mould Detailed Above REVISIONS, Trim Froin" 2x12" (45' Cvrmar Mitars Tures-) OW C: kDK 21 -PT — LM tP AND THIN EX16TWs fnTTOISPORLIM 64", ALLM FOR. VEWCLE SrAHMMS 4 -SP -*'Wt ,°`,� fit''; 5 -SP -141, to' WT. C 40 -AS -eP 48 -LV ?20 -HW 3 -SP -14', 16', two' all LIMM Um AND MViOVE DEAD A),V AT A96C44rMir-TS olalmTorllp 3 -SP -16' WT. - 20 -LV , ,,-20-LV 'a,— 42 -JP 2 -SP -16'14T. ........ . . ......... . . ......... ATLANTIC 59ACH, NOTICE OF F-R.O.-PRItT4IRY RIGHTS THESE DOCLMNTS THEIR C-CINTENT6 ARE THE EXCLUSIVE PROPERTY OFTAE GENES1,5 GROUP INC. AND ARE NOT To BE REPRODUCED, PUBLISHED OR COPIED EITHER IN wHoLt- OR ITHMT THE 5PECIFIC' URITMNCON5ENTOPTHE GENESIS GROUP INC. THrm-oa DOCUMENTS ARE ONLY T0,8E USED LNDF-R THE . PIRCTICN OF I W E G E N ES 18 GROUP I K C: FOR11E MWECT ANO-61TE SPECIFICALLY IDENTIFIECi WEREN AND AFS -NOT TO Me USED' ON THIS, OR ANY OTHER PROJECT WITWMT T7E M.ECftrMWnN COWCFT14-E GENE6,10 dlk0UP INC. @ISSa,TF-M G-ENE6 IS' G.R:QUP INC. SHEET TITLE-= SANT NOTES MAT�,a�s: 11- PLANTING 841E MIXTU, ADD StUfiFIC1E TYWlCAL NT PEAT OR RECYCLED COHMPOST TO NATURAL, FERTILE FRIABLE TOPSOIL. OF t4E LOCALIT1r, TO ACH.HIEVE Ai h3 OF�xANIC MIX, 2. PLANT iSM MULCW, PINE STRAW -ONLY, CLEAN, AND 11 OF WEEDS, STI0. , AND OT4ER DEBRIS. 4" VIETZ 14. 3. SMD ST. AUGUSTIlE FLORAT.AM' 4. GRASS SEED, SEED MiX To BE EQJAL PARTS BY WEIGHT OF HERMUDA, BAH IA AND CLICK GiROMW-, 'TYPE. A BEEIR~0.4DA BEER SWALL BE AN E caUAL MIXT'UtRE OF NULLED AND .0 LED SEED. B- PENSACOLA BAHIA SEED SHALL 113E 6C,4WIED SEED, HAVING A MINIMUM ACTIVE GENMiNAT10N OF 40% AND A TOTAL GE-WNATION OF 95%. C. QUICK GROWING TYPE GRAD$ SEED SHALL ESE A SPECIES WHICH WILL PROVIDE At+i EARLY AROUND COVEHzt DURthKs THEE PARTICULAR SEASON .1 Well PLANING 18 DONE AND WILL NOT LATER COMPETE WITH PEAMANtENT GRASS, E. Fewl!Llmt- "PLANT BED8 USE 6-8-8 RATIO, AND FOR LAWN AMA$ USE k6-4-8. RATiO, BOTH WITH AT LEAST 25% OF THE NITROGEN N A WATER NSOLUBLE oR;k,-MIC Fopft 6. MIA -04 " SEEDED ARAB, DRY MULCH MA'T'ERIAL $WALL CONSIST OF PSIRGOLA; PEANUT, COSTA.. BERMUDA, BA441A GRASS NAY OR CLEAN, E5lRiGHT PiNE STIRAtI. 'i. 601L MOiSTUIRE, SOIL ADD -MIXTURE CONSISTING OF GELATINIZED, STARCH-WyDIROLIMM POLYACRYLONITRILE GRAFT COPOLYMER AS MANUFACTURED 13Y 04DUSTRfAL SERv10ES, INTEirNATiONAL, NO. ('TERRA,50R'B3 DISTRIBUTED BY AMERICAN EXCELSIOR CC HPANY, 415 NORT14 SEYMOtIR AVID4JE, CINICilJ4ATI, , 0*4 45216, TELE = (513it61-1384 OR APPROVED EQUAL %OMIITTALS: i, 8pD CE'eRT FICAT'E FROM GROWER 2. SOIL TEST RPORT FOR PH WITH pEGOMmE"NDATiONS FOR PH ADJUSTMENT. 3. WRITTEN PLANT GUARANTEE L PERFORM ALL WORHC AS SHOWN AND IN STRICT ACCORDANCE WITH SOUND HORTICULTURAL PRACTICE 2. ADJUST SOiL PH IN ALL PLANTNCs BED AREAS To 138-6.0 AS REC,OMMISIDED BY THE SOIL TEST. USE ALUMINUM SULFATE OR IRON SULFATE TO LOWER THE PH AND USE HYDRATED LiMtE OR BASIC SLAG TO RAiSE THE PH. 3. PLACE 2 INCHES OF C4V'POSTED PiNE BARK OR PEAT IN ALL GROUND COVER SED$ AND MIX INTO THE $OiL TO A DEPT14 OF 6-8 INCHES. 4. PLACE PLANTS ACCORDING TO PLAN AT SPACiNG SHOWN. 5. AFTER PLANTS AR INSTALLED, BROADCAST 2 L:BB. OF 8-8-8 FERTILIZER PER 100 SaIAR FEET OF PLANT BED. TO EACW TREE APPLY 1 1/2 LBS. OF 8-8-8 FERTILiZER PER NCH CALIPER 6. STAKE OR GUY TAMS AS SHOWN ONLY WHEN REQUIRED TO MAINTAIN THEM N A VERTICAL ALIGNIMEN`C I- GUY MULTI -TSD TREES WHEN REClUIR>ED. USE 2 OR 3 GUYS SECURLY ATT'AC4ED TO 2"X4"XWn STAKES DRIVEN TO GRADE. 8. APPLY 2-3 NC4-E5 OF MULCH To ALL BEDS AND WHERE SHOWN. PLANT BED FINISH GRADE TO BE 1 INCH BELOW ADJACENT PAVEMENT OR LAUK S. ADD SOIL MOISTURIZER AS FOLLOWS: ALL TRMS, 9 OZ EAC44 AS PER MANUFACTURE'S iNS'TRUCTIONS. BED PRPARATION ARAB: 18 LES. PER 1000 BGIUAR FEET TO 12" DEPTH. GRAS&4M AREA: 11-13400 SQUARE FEET TO 2" DEPTH. I0. EROSION CUPITROL FABRIC iN$TALLATiON INSTALL EROVON CONTROL FABRIC AND/OR EROSION CONTROL MULCHNG FA93RIC N ACCORDANCE WITH MANUFA4:T4.NER'S SPECIFICATIONS AND N ALL FIEVEGETATEED ARREAS AS SWMN ON THE DRAWINGS. A. INSTALL FABRIC AFTER PLANTMCs OF TMMS AND S4•HI RUMS AND PRIOR TO PLANTING OF i'REVEGETATION SPEECIEB. GRASSING: L SOiL PREPARATION: ($0MWs AND SEEDNG) A RMOVE STONES OVER 1 V2° IN DIAMETER, STICKS, ROOTS, RUBBISH AND OTHER E:XtRANEOU$ MATTER R;ZOM ALL LAWN ALAS. B. ADJUST SOIL PH AS REGOI'�Y. BY THE SOIL TEST FOR GRASS SPE=CIFIED, C. ROTOTILL SOIL 4" DERV AND THEN RAKE LAIN AREAS TO A BMOOTW EVEN SURFACE. IN AREAS TO BE SODDED, ALLOW FOR SOD THICKNE-S8, PRCMDNG A FINISH GRADE i" BELOW ADJACENT PAvemow, D. MOISTEN PREPARED.LAWN AREAS l5iEF0Wf- PL..ANTING IF DRY_ 2. SODDING: A. LAY SOD WITHIN 36 HOURS OF STRIPPING A FARM. 15, LAY SOD N STRAIGHT, (NOT CURVED) PARALLEL ROWS TO POW A SOLiD MASS WITH TIGHTLY FITTED JONT$, WITWMT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS. WORK TOPSOIL INTO MiNOR CRACKS. C. ROLL E?NTIRB SODDED ARQEA WITH A 200 LB, (ROLLER D. WATER 600 IMMEDIATELY AFTER ROL.LiNG; THEREAFTER; WATER 6U:F1ClE!NTLY TO KEEP SOIL MOIST TO A DErPT44 OF 4" UNTiL ESTABLISH -ED. 3. SE1rDNG, A APPLY FERTIL120114 INITIAL APPLICATION AT THE RATE= OF 400 LBS. PEER ACRE. SECOND APPLICATION BE'TUEEd 00 AND W DAYS AF'T'ER SEEDiNCs, B. APPLY 1 1/2- 2 LOOSE THICKNESS OF HAY MATERIAL UN LY O1ER GRASSING AREA C. APPLY SEED MIX AT TIE RATE? OF 60 LBS, PER ACRE. D. LIGHTLY CUT MULCH MATERIAL INTO T4E SOIL AND ROLL. W17H 200 1-5 RRpE.LER E. WATER 8EEDED AREAS TO PROVIDE OPTIMUM GROWTH CONDiTION FOR T1E ESTABLISHMENT OF THE GRA,-%. L AT -TWE END OF EACH WORK DAY, REMOVE ALL DEBRIS RESULTM FROM THE WORK, CLEAN PAVED SURFACES, AND BARRICADE ALL HAZARDS. 2. RESTORE DAMAaep AREAS CAUSED BY THE WOW INITIAL, NOMCTION AND ACCEPTANCE: i. THE WARRANTY SWA -L BEGIN AFTER INITIAL LANDSCAPE INSPECTION AND AcA=EpT'ANCE. 2. INSPECT ;1NI SHALL BE MADE BY THE OWNtER OR OWNER'S REPRESENTATIVE WITHIN ONE WEEK OF WRITTEN NOTIFICATION FROM THE LANDSCAPE CONTRACTOR THAT ITETALLATION IS COMPLETE. PLANTS ARE A480 SUBJECT TO NSPECT'ION AT ANY TIME. MAINTENANCE AND UA4RRANTI': L BEGIN OF LANDSCAPE WOf:'1G IMMEDIATELY AFTER EEAC44 AREA 16 PLANTED AND C„ON1TiNUE FOR THE MAINTENANCE PERIOD SPECIFIED, 2. PLANT MAINTENANCE AND WARRANTY A MAINTAIN AND GUARANTEE PLANTS"A MINIMUM PEdIOD OF 97) DAYS AFTER INITIAL ACCEPTANCE AND UNTiL FINAL A lG ANCEE. H. AFTER INITIAL WATSAINCs WATER PLANTS AS CONDITIONS REQUIRE TO MAINTAIN 4EALT't IY GROWTH. C. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION, FV11OVE DEAD MATERIAL, AND TIGHTEN OR REPAIR GUYS AND STAKES, D. KEEP PLANT 5E06 MEAT AND ATTRACTIVE OLWO `s THE W DAY PERIOD WITH A MAXiMUtM OF 3. DEEDING$. E. AT TIE L=7O OF TSE MAINTENANCE PERIOD REMAJLCH AND BED AREAS WITH LM% THAN 2-3 INCH -IES OF M ULC4-L 3. LAWN MAINTENANCE AND WARRANTY A MAINTAIN AND GUARANTEE LAWN48 A MINIMUM pEmoD OF 30 DAYS AFTER INITIAL ACCEPTANCE AND UNTIL FINAL„ ACCEPTANCE. 8. WATER LAWN SUFFICIENTLY TO MAINTAIN HOiST SOIL TO A DEPTH OF 4 W -4 -ES UNTIL FINAL ACCEPTANCE, C. MOW LAWNS WHEN 600 .16 P"W*ILY ROOTED AND TOP GROWtFH EXCEEDS 3 INCHES. REPEAT MOJW--O To MAINTAIN HEIGHT SETUSEN 2 I/2 AND 3 INCHES. D. FERTILIZE LAWINB 3 WEEKS AFTER PLANTNG WITH 16-4-8 AT A RATE OF 6 LBB: PER 1000 &Xk4E FEET. REPLACEMENTS AND CONDITIONS: L REPLAC NT$ WILL BE MADE DURNG THE NEXT PLANING PERIOD FOR THE SPECIES UNLESS THE LANDSGAPS CONTRACTOR AGREES TO AN EARLIER DATE. 2. THEiGE WILL BE A ONE TIME REPLACEMENT POLICY. 3. A FISPLACETIEW WTL. BE OF T4E SAME SiZE AS THE ORIGINAL WITH NO ADDITIONAL SOiL ADDITIVES TO 15E USED. 4. AFTER INITIAL INSPECTION THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGE=D BY VANDALISM, FIRE, REMOVAL, RELOCATION OR OTHER ACTIVITIES BEYOND THE LANDSCAPE CONTRACTOR'S C 0NTROL 5. TRANSPLANTED ITEMS AM NOT GUARANTEED. .6. PLANT LOSSES DUE TO ABNORMAL WEATHER CONDITIONS SUCH AS FLOODS, EXCESSIVE WIND DAMAGE, DROUGHT, SEVERE FRE?EZING OR AE9tN0l.1r1AL. RAINS WILL IN NO WAY BE TSE RESPONSIBiLITY OF THE LANDSCAPE CONTRACTOR FINAL IN61FECTiON: AND ACIMPTANCE: L FiNAL 1NSPECTI(:)M, THE LANDSCAPE CONTpRACTOR WILL CONDUCT A FINAL INSPECTION W1114 THE OUNVR OR out a 'B R'ZEF' SSENTATIVE AT THE END OF EAC44 MAINTENANCE PERIOD SPECFIED FOR LAWN$ AND PLANT MATERIAL$. 1NOTif-Y THE OWNER WITHIN 10 DAYS OF THE ANTiCIPATEED MEETING. 2. PLANT MATERIALS: A REPLACE: AND MATERIAL NOT iN HEALTHY CONDITION OR WHICH FAILS TO MEET SPECIFICATIONS. S. DECIDUOUS MATERIAL WiLL BE GUARANTEED TO BREAK DORMANCY IF PLANTED IN DOWIANT SEASON. TiE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE 112 FROND -S, CLEAN-UP FROND BASES UNiFORMLY CLEANED -UP BOOT SCARS ON TRUNK 2" X 4t1 BRACING WIRED TO BURLAP UJRAPPED TRUNK. STAKE SUFFICENTLY TO GROUND 4" HIGH SAUCER W/ b" MULCH LAYER BACKFILL MIX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOTBALL ON (UNDISTURBED SOIL. MIN. 30" FOOTBALL DIAMETER. REMOVE ALL CONSTRUCTION DEBRIS FROM PLANT BED PROVIDE POSITIVE DRAINAGE NTS ll MULCH -EVEL GRADE TOPSOILgm ; PLANT MIX gg 111 -TILLED INTO SOL EXISTING FREEr- LIMEROCK AND DEBRIS FLAGGING NITS KEY. Q OR] A 1 . lil ALL CONSTRUCTION SPREAD DEBRIS U QV PROVIDE POSITIVE DRAINAGE 3 1/2" CAL. • TiE FRONDS VERTICALLY, REMOVE FRUIT PODS REMOVE 112 FROND -S, CLEAN-UP FROND BASES UNiFORMLY CLEANED -UP BOOT SCARS ON TRUNK 2" X 4t1 BRACING WIRED TO BURLAP UJRAPPED TRUNK. STAKE SUFFICENTLY TO GROUND 4" HIGH SAUCER W/ b" MULCH LAYER BACKFILL MIX AS SPECIFIED. TAMP AND WATER INTO PLACE SET ROOTBALL ON (UNDISTURBED SOIL. MIN. 30" FOOTBALL DIAMETER. REMOVE ALL CONSTRUCTION DEBRIS FROM PLANT BED PROVIDE POSITIVE DRAINAGE NTS ll MULCH -EVEL GRADE TOPSOILgm ; PLANT MIX gg 111 -TILLED INTO SOL EXISTING FREEr- LIMEROCK AND DEBRIS FLAGGING NITS KEY. COMMON NAME OR] A 1 . REMOVE ALL CONSTRUCTION SPREAD DEBRIS FROM PLANT BED QV PROVIDE POSITIVE DRAINAGE 3 1/2" CAL. • PLANT AT LEVEL GRADE FULL, STRAIGHT 1 3" PINESTRAW MULCH ZAHEDiI DATE PALM ' TAMP AND WATER IN 15' UNIFORM BOOTS THOR XIGHLY TO REMOVE SP (161) 111111 AIR POCKETS r, •:�i-.,=s; SPECIFIED PLANT MIX $ITS MQDIPI . ATIONIS 35 ROTO -TILLED INTO SOIL CABBAGE PALM SABAL PALMETTO 12" ExISTINC-x TOPSOIL FREE 16' CT 61 - 8' OF LIMEROCK AND DEBRIS 18 CITY. KEY. COMMON NAME BOTANICAL NAM SIZE HEIC44T SPREAD REMARKS 8 QV LIVE OAK QUERCUS VIRGINIANA, 3" - 3 1/2" CAL. 13' -151 6'- g' FULL, STRAIGHT 1 POZ ZAHEDiI DATE PALM PHOENIX DACTYLiFERA ' ZAHEDII' - 14' CT 15' UNIFORM BOOTS 46 SP (161) CABBAGE PALM SABAL PALMETTO 12" CAL MIN. 18' CT 6' - 8' HURRICANE CUT, STRAIGHT 35 SP (161) CABBAGE PALM SABAL PALMETTO 12" CAL. MIN. 16' CT 61 - 8' HURRICANE CUT, STRAIGHT 18 SP (149 C 155AGE PALM SABAL PALMETTO 12" CAL. MiN. 14' CT 6' -51 HURRICANE CUT, STRAIGHT 3 PA JERUSALEM THORN PARKINSONIA ACULEATA ,30 CAL 8' - 10' 5' - 6i FULL, TREE FORM cutting of any roots, :vent "It motorized o and there shall be no storage of fill or compaction of soil. In no vehicles or equipment be allowed to park, on or traverse that REVISIONS - area area within the drip Il he of protected trees, nor shall any dirt or other materials be 3 TL TREEFORM LIGUSTRUM LIGUSTRUM JAPONICA 30 GAL i3-10' 'r-8' TREEFCJRM, 6' CLR TRNK 14 CS CRINUM LILY GRINUI`1 SPECIES 15 GAL 21- 34 - 4' FULL, I LEAF MIN. 244 PT PITTOSPORUM PITTOSPORUM TOBiRA 'WD,' 3 GAL 241' 24" COMPACTA OR WHEELERS DWARI-- 121 LJ LiGUSTRUM LIGUSTRI.JM JAPONICA 3 GAL 2411 24" FULL 264 RI INDIAN HAWTHORN} RAPHiOLEPIS INDfCA 3 GAL 18 " 24" FULL 150 JP PARSONS JUNIPER JUNIPERUS SlaUAMATA 'PARSONI' '3 GAL 18" 2411 3 -BRANCH MIN, 851 MH MARSH HAY SPARTINA PATENS 'FLAGEO' 1 GAL 12" 12" S B18 MIN. 184 AS ASPARAGUS FERN ASPARAGUS SPRENGER1 1 GAL 1011 Ira" 6 51S MIN. 139 EG EVERGREEN GIANT LIRIOPE MU$CARi 'E. GIANT' 1 GAL 12`11 1211 6 815 MiN. 348 LV AZTEC GRASS LiRIOPE MUSCARI 'VARIEGATA' 1 GAL 1211 1211 6 BIB MIN. so TJ DWARF ASIATIC JASMINE TRACHELOSPERMUM JASMINOIDES 1 GAL 12" 121' 8 BIB MIN. 36 AE CAST IRON PLANT ASPIDISTRA ELATIOR I GAL 12" 12" 6 -LEAF MIN. 1131500 SF 500 ST. AUGUSTINE GRASS STENOTAPHRUM SECUNDATUM 1' X 2' - - FRESH, ' FLORATAM' 1'3 GP CABBAGE PALM SA15AL PALMETTO VARIES RELOCATED W/ TREE SPADE AT ARCH. DIRECTION r r • REMOVE ViNES AND DEADWOOD FROM TREE. REMOVE SUCKERS AND MISAAPENED LIMBS TO 12` N0TiGE OF PROPRIETARY RIGH4T.5 THF-eeE D0CUt`iENTS AND THEiR CONTENr9 ARE THE EXCI (SITE PROPERTY of T H4 E G E N E S( S G R O ll P( N C. LVAD ARE.NOT TO HE REPRODUCED, PJ5LISHED OR COPIED EITHER IN WHOLE OR IN BART WITH4MT-THE SPECIPIG WRITTEN CONISENT OF T. t4 E GENESIS G R- O u P! N C. TH-ESIE DOCUMENTIS ARE ONLY TO EE USED UNDER THE I)NECI'M Cr- T H E GEN # 615 ,Cj R O U A 1 N C, Ft)!Q THE IpR�ixCT AND SITE C(FiCALI.Y IDENTIFIED WMIN AN "ANS NOT TO ME USED.fJP1 THIS, OR, OTHER PROJECT THETE �.0.1k WIT44OUT SECG7COOWFT4 CaROUPINCI2rERECT WOODEN OR EROSiCi N`& 1 6 iQ a u:N= I N c NET TREE BARRICADE, 42" HT. DO NOT STORE MATERIALS AROUNC) ENTIRE TREE - 6"a DEBRIS, OR DISTURB SOILWITHIN DRiPLiNE OF TREE DO NOT DISTURB GRADE WITHIN 1`I'�L.. z WITHIN DRIPLINE 2 X 4 FENCE POST, 6' O.C. W/ I X 4 RAiLiWa, AS SHOWN I NOTE, REQUIRED BARIRIcADE,& ARE TO REMAN MACT TWROUCa1.OV CON&TRUCT60N P--411 NJ TRN BARRICADE DETAIL,i PROTECTION Op TREES DURING,& CONSTRUCTION 1, All protected trees, proved for tree credit understory Vegetation and trees retained to sec. 83TJTob., be I pursuant during any land cieaallru� shall protected from injury and Construction process in the following manM r: �. ��,: CW.ECKED BY°" 2, A temporary barrier ,&hal minimum of six (6.) f be constructed to prevent disturbance of the soil a unk from the trat.a�y point of an area equal to fifty (80) ��� � . percent of the area lthin the drip line. T�xs barrier,& shat( remain 1n place I.hroughout Construct on. 3, The developer shalt not cause or allow the cleaning of equipment, storage or disposal LEA5Ep rQR = na-rE of materials or waste any other material that materia Is such ae, paints, solvent,&, asphalt, concrete, mortar -or may endangsr the health of tress or vegetation within the drip line of protected trees. AiL j9g� 4. The prote c -ted area shah be maintained at its original grade with no trenching or cutting of any roots, :vent "It motorized o and there shall be no storage of fill or compaction of soil. In no vehicles or equipment be allowed to park, on or traverse that REVISIONS - area area within the drip Il he of protected trees, nor shall any dirt or other materials be stored within the barr'ter9. 5. No attachment, wires eo than protective guy wires), signs or permits shalt be faatene at to a tree. C,. All Clearing and grubbing within protected tree area will be done with hand tools only. i, All root systems outside Improvements shall be the protective radius which occur in. areas of proposed pruned by a qualified treses surgeon prior to excavation. 8. Usvelopers she((post 6i two (2) feet by two ( ns governing tree removal. The sign shalt be not leas than feet In size and shalt contain the following. PROJECT., NUMSM�-P LBQEND W. DESCRW" MANWACI URER�CAn WATER SOURCE .. BALL VALVE N . BArxr-LOW DEVICE ® MAINLINE A 2 SLEEVING CONTROLLER ' 50LENCIID VALVE Wlfi i" Irrigation Meter 114" PVC W/Valve Box Watts 001 -QT =1 114" PR -160 PVC 2" Schedule 40 PVC Irritrol Dial 12-5 Irritrol 100 -IFC LD. MANWACI URER�CAn N P.S.L GYX © TORO 5102 f4 -EST -PC 30 A 2 H 8 TORO 5"10Z TORO 5102 bP/4-65T-PG l2P/4-EST-PC 30 30 .44 88 44 e TORO 51OZ 12P/4 -55T -PC 30 88 6- TORO 5102 6P/5Q-PC 30 5 1 `- TORO 5102 6P/8T-PC 30 .22 29 �► TORO 5102 3 30 44 �- TORO 5102 12F/SQ-PC 30 22 e TORO 51OZ 12P/8T-PC 30 �- TORO 51OZ 12P/8H-PC 30 .29 .44 O TORO 5102 6P/12Q-PI: 30 48 O TORO 5102 6P/l2T:-PC 30 loo TORO.510Z 6P/12H-PC 30 96 • TORO 510Z 6P/121= -PC 30 1,92 TORO 5102 12P/12Q-PC 30 46 0 TORO 510Z 12P/12T-PC 30 .64 E) TORO 5102 12P/12H-PC 30 -96 Q TORO 5100 PC -3.0 35 2.89 • TORO $100 FC40.0 35 5.08 jVATI�WJ1G ....:..f SCHMULE PRO9M_ Z,OM GYM M1NU1'F,S DAYS/WEEK A 1 22,42 90 3 A 2 18.83 90 3 A 3 22.42 90 3 A 4 2023 90 3 5 5 2224 30 3 5 6 23.13 30 3 5 1 2183 30 3 B 8 22,11 30 3 5 9 21.85 30 3 _ 5 10 22.68 30 3 NOM Irrigation Contractor shall be responsible for all applicable fees and permits. " All Pipe and Wire under paving shall be placed in Schedule 40 P.V.C. Sleeves for the full pavement coverage length and shall be at least 24" below grade, Mainlines shall be buried to provide a minimum cover of iV, while all Lateral lines shall have a minimum of 12", The Contractor should take care to reroute piping a5 necessary to avoid plant or tree roots. All Sprinklers shall be site adjusted to prevent water overthrow onto building surfaces and walkways. All Piping downstream of Solenoid Valve to be PR -160 P.V.C. All Control Wiring to be 14/1 UP. direct burial. Install a "MiniClik" rain sensor device. Verify location with Owners Representative, Install Backflow Preventer in an inconspicuous location such as shrubbery. This Plan. was prepared by a Certified Irrigation Designer and meets the standards of the Irrigation Association. Shrub body sprinklers may be substituted for Hi -Pops against building(s) at ARCHITECTS discretion. CALCULATIONS Friction Loss: Backflow 5 p s.i. Mainline 4 p,5,i, Laterals 4 p.s.i. Va Ive 2 p.s,i. Total- 15 p.s.i. System Requirements: 24 g p m. 0 50 p s. i. Watering Schedule timings are set to replace 1.15" evapotranspiration per week at 15io efficiency. Timings .should be adjusted for seasonal changes. accordingly: r COMMERCIAL CONTROLLER - SEE MANUAL"WALL MOUNTING INSTRUCTIONS, .ALL WIRING TO BE INSTALLED AS PER LOCAL CODE$, AAJNCTION BOX CONDUIT FOR CONTROL AND COMMON UF, DIRECT BURIAL WIRES TO REMOTE CONTROL r VALVES, EXTEND CON 6" ./ .i. OUT FROM BASE OF WALL. CONDUIT FOR 120 VOLT WiRE S T R A T 11 0.I C -1A.W D S CAP E FROM POWER SOURCE. P LAN N. I N G• A R C: H I T 8 C T U RIB 'C1'PIGAI. t�Al.l. MOAN ' CO _ U 11 A N D S S I O N• E N O I N E E R I N 6 rri I ■I� NOTTO SCALE 9280 CYP9g8S 8R&EIf.:.D`II..IYB-3D1P& 2BA JACHSONVILL.1, YL0'RID,O'.3,2256 (904} 730-9.36.0 FA$ 73..0-.7405 — DURABLE UBATt ER RE$I$TANT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY, FINISH GRADE C 1 or Y tog: INSTALL VALVE BOX 112"LAi Tt t (VACi'i ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS. r�r ��•qq ... 3M-D$Y WIRE CONNECTORS K.OQ IDA AND EXPANSION COIL$, 10 WRAPS AROUND i!2" PIPE.. ELECTRIC SOLENOID CONTROL VALVE. LATERAL PIPING TO 5PRINKLER5, 4" PEA GRAVEL BASE • o_ W/ FILTER LINING. VALVE WIRE FROM CONTROLLER L4L:L MAINLINE TYtac& 80l.N= Y&VU NOT TO SCALE MIMOMIML, PVC OR GALV. W DOUBLE CHECK ASSEMBLY PVC OR GALV. W RENO\ ISNo GALVANIZED UNiON SITE 1 i001PICATION (AS REQUIRED) GALV. NIPPLES FINISH GRADE NOTE: INSTALL PER 18" MiNR'&JM MANUFACTL*ZERS RECOMMENDATIONS, rS• (INULATE AS REWIRED) MAINLINE PVC OR GALV. W PCOU 04= A SNIXY NOT TO SCALE LL SPRINKLER GRADE BACKFILL RINKLER BEET ELL IPE PiPE TEE Mb" POP LP WtAW V1644M I_. NOT TO SCALE NOTE-. INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL •41 -POP SPRAY SPRINKLER NOTE: C0N'iRACTOR MAY INSTALL PIPE TO SIDE NLET 1/2" PVC OR BAR35D MALE ELL 1/2" FLEX PIPE LATERAL PIPE ATLANTIC SACH, 'I—" fir. O R I ice/ 4 NOTICE OF PROPRIETAR7 RIGHT5 THESE DOCUMENTS AND THEIR CONTENTS ARE THE ExausIYE FRDPEI2tY OFT H E G E E S 15 G.R O U P I N C. AND ARE NOT TO BE REPRODUCED, PUBLISHED OR COPIED EITHER IN WHOLE OR iN PART WITHOUT THE SPECIFIC WRITTEN CONSENT OF T H E G E NE SIS G R O U P I N C. THESE ROCU-MNTS ARE C NLY TO aE USED UNDER THE DIMC M 0P T FI E 6'E N E..e 1.0 Cs R O U P I N C` FOR THE PROJECT AND SITE 6MCIFTCALLY IDENTIFIED HEREIN AND ARE NOT TO fSE USED d5N THOS, OR ANY:OTHER PROJECT WITHOUT THE'SPECIFIC tLh'JTTIN CONSENT CF T H E G $N E S 1 5 GROUP INC. @I99aTHE: G s N e 8I s Cs 'ROUP INC. SHEET TITLE h --Nw -am* Awl A A 1r r d DRAUN BY: Cll4EGKr= D BY: LMG KRE RELEQSIE ' FOR : DATE 100% ,4PRIL 10, 1998 REVISIONS :