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Atlantic Boulevard 1031 Landscape Planbox cu1�1 Z 20 LAYERS BURLAP PAD AT top of 11 SUPPORT CONTACT — NO 11 F NAILS IN TREE W0M 11 11 0 n VMRE TIE Q •� 2" x 4' BRACE (YELLOW PINE) 11 SPACE THREE AT'120 TYPICAL 11 `R 2" x 4' STAKE (YELLOW PINE) Ilp 11 U THREE FEET LONG 3 PIECES GARDEN HOSE 3 P.T. PINE 2"X 4" SAUCER RIM 14 GA. GALV. STEEL WIRE X 2' STAKES Z • I' 11 WITH TURNBUCKLES7 FINISH GRADE � taxA+ — MI IMM MULCK RED FLAGGING TAPE (ON EACH GUY) _ ROOTBALL, 16" MINIMUM Mo ■ d RADIUS FROM TRUNK Y LU w ~I WASHTAMP FINISH GRADE 0Q PLANTING—IN MIXTURE 10AND a l� 1 (' 1 I Rm— — — EXISTING SOIL w --OH OHU NOTE: ALL EXISTING IRRIGATION TO REMAIN, ADJUST AND ADD TO THE EXISTING SPRINKLER SYSTEM AS REQUIRED TO PROVIDE 100% IRRIGATION COVERAGE. w NOTE: ALL EXISTING LANDSCAPING OUTSIDE THE AREA SHOWN AS NEW WORK, WILL REMAIN TO MEET THEN INTENT OF THE EXISTING LANDSCAPE ORDINANCE. THIS LANDSCAPE PLAN IS PREPARED TO SHOWN NEW WORK AROUND THE DISTURBED AREA OF THE SITE FOR NEW CONSTRUCTION. PALM STAKING AND PLANTING DETAIL SERIALS LIST OON NAME SIZE/REMARKS )AS GRASS 3' X 3', 3 GAL. ?F YAUPON HOLLY 12' SPREAD, 2 GAL. ;ON1 JUNIPER 8-10" SPREAD, 1 GAL 'E MYRTLE — RED FLWS. 7-8' X 5-6' SPREAD, 30 GAL. FORM LIGUSTRUM 7-8' X 5' MIN. SPREAD, FULL CROVMI, MAX. 4 TRUNKS, 3-1/2' C.T. MIN., B do B EGATED URIOPE 12-15" X 12-15' /ENLY BAMBOO 18-24' X 15-18', 3 GAL. CAN )CARPUS 4-5' X 15-18, 5 GAL. OAK 14-16' X 5-8' SPREAD, 4' CALIPER, 100 GAL SAGE PALM VARY HEIGHT IN CLUSTERS 12-18' CT. :T VIBURNUM 24" X 24 3 GAL IN WITH FLORATAM ST. AUGUSTINE SOD. TO A DEPTH OF 2" (AFTER COMPACTION) WTH SS MUCLCH. . VERIFY THE LOCATION OF ALL UTILITIES PRIOR IK. TORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS DESIGN IT IS THE INTENT THAT ROWS BE STAGGERED TO GIVE A MORE FULL .APPEARANCE. 5. ALL PLANTS SHALL BE FLORIDA NUMBER 1 OR BETTER ACCORDING TO FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATES" EDITION). RECEIVED it MAR 2000 City of Atlantic Beach Building and Zonl-ng III THOMAS G. SHEPARD, A.S.L.A. LANDSCAPE ARCHITECT 10��I\IUIIN(!1/l/j�� PLANNER �\ LA 0000444 POST OFF53 BRANDON'OFLOR DABOX11 33509-1153 (813) 685-1139 Mc 000 AM CSR 00 CM MOM Mt Mt sac Moran OFMW IM OWFi w� CM Ma ■*w www wr1M reran ALL ■ m marc Z Q H z w Y: LIAu 0- LLI !u D" z - N sheet no. Z n Q •� U .fl Z tD U_ fy � taxA+ U rel U ■ d 4 LU w ~I 0Q Fr p•1. � � F9 s"A -, sheet no. Z n Q •� U .fl Z tD U_ 4 z U a] d 4 LU w sheet no. SERIALS LIST KEY QUANTITY/SPACING BOTANICAL NAME COMMON NAME • LAYERS BURLAP PAD AT CS 17 4' O.C. Cortoderia selloana PAMPAS GRASS SUPPORT •• NO L TREE WOW A 8-10' SPREAD, 1 GAL U 4 Logerstroemia indica CREPE MYRTLE — RED FLWS. WIRE TIE LJT 3 Ligustrum japonicum "Tree' TREE FORM LIGUSTRUM 7-8' X 5' MIN. SPREAD, FULL CROWN, MAX. 4 TRUNKS, 3-1/2' C.T. MIN., B do B LMVG 62 2' O.C. LM -lope muscarl 'Variegated Giant' VARIEGATED URIOPE (YELLOW NO 10 Nondina domestica HEAVENLY BAMBOO SPACE. • TYPICAL 1 V +(YELLOW ■ QV 1 Quercus virginiano LIVE OAK /•THREE7LONG SP 13 Sobol palmetto CABBAGE PALM SAO1 •r !LFUSH I ! " • I .. AND TAMPED=L PLANTING mimm EMSTING SOILPALM STAKING• , PLANTING , SERIALS LIST KEY QUANTITY/SPACING BOTANICAL NAME COMMON NAME SIZE/REMARKS CS 17 4' O.C. Cortoderia selloana PAMPAS GRASS 3' X 3', 3 GAL IVN 46 2' O.C. Ilex vomitoria 'SchAlings' DWARF YAUPON HOLLY 12' SPREAD, 2 GAL. JP 70 2' O.C. Junipeme parsoni PARSONI JUNIPER 8-10' SPREAD, 1 GAL U 4 Logerstroemia indica CREPE MYRTLE — RED FLWS. 7-8' X 5-6' SPREAD, 30 GAL LJT 3 Ligustrum japonicum "Tree' TREE FORM LIGUSTRUM 7-8' X 5' MIN. SPREAD, FULL CROWN, MAX. 4 TRUNKS, 3-1/2' C.T. MIN., B do B LMVG 62 2' O.C. LM -lope muscarl 'Variegated Giant' VARIEGATED URIOPE 12-15' X 12-15' NO 10 Nondina domestica HEAVENLY BAMBOO 18-24' X 15-18', 3 GAL. CAN PM 2 Podocarpus mocrophylta PODOCARPUS 4-5' X 15-18', 5 GAL QV 1 Quercus virginiano LIVE OAK 14-16' X 5-6' SPREAD, 4' CALIPER, 100 GAL SP 13 Sobol palmetto CABBAGE PALM VARY HEIGHT IN CLUSTERS 12-18' CT. VO 20 3' O.C. Viburnum odorotiseimum SWEET VIBURNUM 24' X 24', 3 GAL NOTE: ALL EXISTING IRRIGATION TO REMAIN, ADJUST AND ADD TO THE EXISTING SPRINKLER SYSTEM AS REQUIRED TO PROVIDE 100% IRRIGATION COVERAGE. ' FA' C NOTE: ALL EXISTING LANDSCAPIING OUTSIDE THE AREA SHOWN AS NEW WORK, WILL REMAIN TO MEET THEN INTENT OF THE EXISTING LANDSCAPE ORDINANCE. THIS LANDSCAPE PLAN IS PREPARED TO SHOWN NEW WORK AROUND THE DISTURBED AREA OF THE SITE FOR NEW CONSTRUCTION. • MJ WITH FLORATAM ST. AUGUSTINE SOD. TO A DEPTH OF 2` (AFTER COMPACTION). HATH SS MUCLCH. _ VERIFY THE LOCATION OF ALL UTIUTIES PRIOR RK. LORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS INTENT THAT ROWS BE STAGGERED TO GIVE A AR AN CE. 1 BE'FLORIDA NUMBER 1 OR BETTER ACCORDING TO FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATEST EDITION). •' THOMAS G. SHEPARD. A.S.L.A. LANDSCAPE ARCHITECT iW ll 111// PLANNER e LA 0000444 POST OFFICE BOX 1153 BRANDON, FLORIDA 33509-1153 (813) 685-1139 DIVA PON VWM P� MOM r 8 N dBtMs z FA' C NOTE: ALL EXISTING LANDSCAPIING OUTSIDE THE AREA SHOWN AS NEW WORK, WILL REMAIN TO MEET THEN INTENT OF THE EXISTING LANDSCAPE ORDINANCE. THIS LANDSCAPE PLAN IS PREPARED TO SHOWN NEW WORK AROUND THE DISTURBED AREA OF THE SITE FOR NEW CONSTRUCTION. • MJ WITH FLORATAM ST. AUGUSTINE SOD. TO A DEPTH OF 2` (AFTER COMPACTION). HATH SS MUCLCH. _ VERIFY THE LOCATION OF ALL UTIUTIES PRIOR RK. LORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS INTENT THAT ROWS BE STAGGERED TO GIVE A AR AN CE. 1 BE'FLORIDA NUMBER 1 OR BETTER ACCORDING TO FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATEST EDITION). •' THOMAS G. SHEPARD. A.S.L.A. LANDSCAPE ARCHITECT iW ll 111// PLANNER e LA 0000444 POST OFFICE BOX 1153 BRANDON, FLORIDA 33509-1153 (813) 685-1139 DIVA PON VWM P� MOM r 8 N NI dBtMs z .� I P* Z U � QQz 46 u M CQ 4 Q ul NI dBtMs z k'� U � QQz u CQ 4 Q ul U U I z z 0 dBtMs k'� 0 z Lj ELEV=O.6 ELEV-0.64 bb 4> I - EP7 .79� TC -8.06 1 11b EP -7.80 7,78 TC 7.63 , \ ' - "' I T EP 71.62 A S P H A L T P A V I N G EP -7.99 J: TC -7 88 J: TC=7,fS A EP=X57 TC=8,18 7.2 EP EP -8.18 Ile- T\T 41 ny A ? PVC TND. 1/2,!!, 1. P, fig'IP j g0t:4� WITHNaJtAP '1t 51 10 10 A TC -$.39 01 TOP OF ST PPROXIMA�E EP -7.94 14" A 4 N FND, 1/2" I.P. WITH CAP DURDEN" APPROXIMATEI-EP-TC-8�02 ,68 5 BOTTOM OF BANK FAS F-t4T P- .34 A A CONIC DRAINAGE STRUCTURE CONIC FLUME C3) INV -3,20 m7, C) oo 1.5' STEEL POS 6 3 TC -8,90 EP4.29 5' WIDE WALL 7.89 861. s CORNER ol, M ARE CUT AT CORNER TC -9.18 .0 1 flz?l� CONIC V ELEV-9,301�tC EP=8'58 AD; �89 6 CONCRETE CO C / rr.. EL 16 qrEP-6,94 6c; PAD - A RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC 500.7' CONIC PAD R ):I?- sl TCS 4 EP 7 & TC 01&07 EP -9.51 Cr DR -Z-30 EPS 1. EP -7.$7 TC -9.86 EP -9.34 N. 19 77 &00 TC -9.43 INV - P 13 PG(S) M j 0 EP TC I .19 EP 5 -9, L EP -8, A A N T I G B 0 U L E V A R D ASPHALT P, A V I IN 0 CF) OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD N W T 6 IM CONCRETE as APPROX = AI:PROXIMA IF v EP= 08 Wir -9.0 A vi FND, 1/2" I.P. WITH CAP DURDEN" APPROXIMATEI-EP-TC-8�02 ,68 5 BOTTOM OF BANK FAS F-t4T P- .34 A A CONIC DRAINAGE STRUCTURE CONIC FLUME C3) INV -3,20 m7, C) oo 1.5' STEEL POS 6 3 TC -8,90 EP4.29 5' WIDE WALL 7.89 861. s CORNER ol, M ARE CUT AT CORNER TC -9.18 .0 1 flz?l� CONIC V ELEV-9,301�tC EP=8'58 AD; �89 6 CONCRETE CO C / rr.. EL 16 qrEP-6,94 6c; PAD - A TC 7 EP 8 T 04 To %15 8:0 EPw 24 4-0� V 50 8AkNAGF- EASE 9� 1 TC -%7, A A. J 2 0s, 0, TC g 5g7 r EP76,50 4 A $ 41 TC.6.81 AI . 04; FND� 1/2" I.P. PoUlt,"", f fi EPwS.60 WITH CAP "DURDEN"- -- eginn-u B 4P b1 !O Jig JjD p.6' WIDE HEADWALL 569.26' WITH STEEL GUARDRAIL S89*18'38"Wq� 200. 00' 41 T 5' CONCRE rE WALK ENCHMARK: X -CUT IN TOP UCTURE WFZ i RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC 500.7' CONIC PAD R ):I?- sl TCS 4 EP 7 & TC 01&07 EP -9.51 TC*& .37 1.9 CONP CURB7, Ep-s..01 -Z-30 EPS 1. EP -7.$7 TC -9.86 EP -9.34 TC -9.70 EP -9 30 19 77 &00 TC -9.43 40.7 P 13 PG(S) M j 130FI'OM OF DITCH EP TC I .19 EP 5 -9, L EP -8, A A N T I G B 0 U L E V A R D ASPHALT P, A V I IN 0 --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD 0 0' R W T 6 IM CONCRETE SIORM MANHOLE APPROX = AI:PROXIMA IF v EP= 08 -4 -9.0 A vi ca EPB 93 TC=10.03 2.2' CONC CURB-, EP -9. 06 b. P HU` EP -19.04 - TCI 8.32 TC EP- 2.7' TC 9.43 EP*9.07 0 )> EPT7,93*\ .88 'Z 0 RED 1 --STORY FRAME STRUCTURE 2.9 1:� OKI 11 0�1 0 87 a W/4' EAVES o6 LJ Uj n �6 F4 fel Rm .8 N 06 . 0.9.4' x CONCRETE EP -.9.29 .... TC 7 EP 8 T 04 To %15 8:0 EPw 24 4-0� V 50 8AkNAGF- EASE 9� 1 TC -%7, A A. J 2 0s, 0, TC g 5g7 r EP76,50 4 A $ 41 TC.6.81 AI . 04; FND� 1/2" I.P. PoUlt,"", f fi EPwS.60 WITH CAP "DURDEN"- -- eginn-u B 4P b1 !O Jig JjD p.6' WIDE HEADWALL 569.26' WITH STEEL GUARDRAIL S89*18'38"Wq� 200. 00' 41 T 5' CONCRE rE WALK ENCHMARK: X -CUT IN TOP UCTURE WFZ i RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC VTC TCp TC -9.38-- 7, TCS 4 EP 7 & TC 01&07 EP -9.51 TC*& .37 1.9 CONP CURB7, Ep-s..01 -Z-30 EPS 1. EP -7.$7 TC -9.86 EP -9.34 TC -9.70 EP -9 30 -1. &00 410 0 P 13 PG(S) M j 130FI'OM OF DITCH EP TC I .19 EP 5 -9, L ARC LENG NI A A N T I G B 0 U L E V A R D ASPHALT P, A V I IN 0 --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD 0 0' R W INV == CONCRETE SIORM MANHOLE APPROX = AI:PROXIMA IF I r TC -9.60 EPB 93 ( IN FEET ) 1 inch = 20 ft. JOB Na. 99-529 DRAFTING: mms PARTY CHIEF: QUINN F.B. 1389 Pq,38-47(EFB) CAD FILE: 99-529.DWG Map��ov��Yr��; a�3oundary r acid TopographicalSurvey or A PART OF -THE CASTRO Y FERRER GRANT, SECTION -38, FOWNSHIP 2 SOU141, RANGE 29 EASI-, DUVAL, COUNTY, FI.ORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING, COMMENCE Al' THE INTERSECTION OF THE NORTHERLY RIGH H--OF-WAY LINE OF ATLANTIC; BOULEVARD, STATE ROAD NO. A --1---A AND NO, 10, AS NOW ESTABLISHED AS A 100 FOOT RIGHT-OF-WAY, WITH THE EASTERLY RIGHT-OF-WAY LINE OF AQUATIC DRIVE, AS ESTABLISHED AS A 60 FOOT RIGI-ir-OF-WAY BY OFFICIAL RECORDS VOLUME 3278, PAGES 1/6 AND 1-// OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; FHENGE N 07*16'02" W, ALONG SAID EASTERLY RIGHT--OF-WAY LINE OF AQUATIC DRIVE, A DISTANCE OF 142.05 FEET; THENCE N 11*42',30"W, A DISTANCE OF 18.16 FEE[; THENCE N 89-18'38" E, A DISTANCE OF "1201-42 FEET; THENCE 5 07'16'02" E, A DISTANCE OF 160,00 FEET TO SAID NORTHERLY RIGHT--OF--WAS( LINE OF AOUAFIC BOULEVARD; FHE'NCE S 89*18'38" W, ALONG SAID NORTHERLY RIGHI'--01-- -WAY LINE OF AWATIC BOUI-FVAR, A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING,, CONTAINING, 0.073 ACJRE.�, MORE OR LESS' FOR: WEDDING ARCHITECTS GENERAL NOTES 1. 13FARINGS SHOWN HEREON ARL 13AS'ED ON i -HE NORTHERLY RIW LINE OF AFLAN11C BOULEVARD AS (;89*18'38"W 2, X ---REF: ROBERTM. ANGUS & ASSOCFILE NO, 9:2 0 -14 .3. ELFVATIoNS SHOWN RIUS 0 ARE BASED UPON N(-,Vf) 1929) 4. IWERIOR FENCES, WELLS, I-RAft. ROADS, UNDERGROUND STRUCTURES, OIFCHES, DRAINAGE WAYS OR JURIIISOICTIONAI. AREAS, IF ANY WERE NOT LOCATED EXCEP1' FHOS'E SHOWN HFRFON. LEGEND R EC d• JA&I 2 4 p000 City Of Ationtic 13ulld1f19 Alld 2001n 5. 11W3 SURVEY WAS MADE bill THOU T FHE BENEFIT- OF AN ABS'TRA(Ill' TITLE, IHERFF'ORE, [HERE COULD BE EASEMENTS, COVE-NANC5, AND RESTRICTIONS OR OrHER MATTERS OF PUBLIC RECORD RIAF MAY OR ik,4AY NOT AFFECT- THIS PARCEL, CNLY SHOWS IMPROVEMEN'r'3lSff?U(,-TUPL--D SIFUAIED ABO /E GROUND. BELOW GROUNG, iMPROVF-MENI-SI'Sff?IJCI-URF,<,)- IF ANY No SHOWN Or'? LOCA fr"O, R\w = RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC POW- CURVA[URE TC -9.38-- GONCREIE MONUMENT P POINT OF TANGENCY TC 01&07 EP -9.51 POINT OF REVERISE CURVE ORV TC -9.86 EP -9.34 TC -9.70 EP -9 30 EP -9.211 EP -8.75 410 0 P 13 PG(S) PLA F 6COK PAGE(S) 130FI'OM OF DITCH EP TC I .19 EP 5 -9, L ARC LENG NI T C 9 2 F = R rANGEN I' RADIO':') --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD , EP= INV == CONCRETE SIORM MANHOLE APPROX = AI:PROXIMA IF 2.2' CONC CURB-, EP -9. 06 b. P EP -19.04 - TC EP- TC 9.43 EP*9.07 .88 F.EP-8.99. x A S P H A L T P A V I N G 'MOE HEADWALL ,0.6' WITH STEEL GUARDRAIL 4�e GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. JOB Na. 99-529 DRAFTING: mms PARTY CHIEF: QUINN F.B. 1389 Pq,38-47(EFB) CAD FILE: 99-529.DWG Map��ov��Yr��; a�3oundary r acid TopographicalSurvey or A PART OF -THE CASTRO Y FERRER GRANT, SECTION -38, FOWNSHIP 2 SOU141, RANGE 29 EASI-, DUVAL, COUNTY, FI.ORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING, COMMENCE Al' THE INTERSECTION OF THE NORTHERLY RIGH H--OF-WAY LINE OF ATLANTIC; BOULEVARD, STATE ROAD NO. A --1---A AND NO, 10, AS NOW ESTABLISHED AS A 100 FOOT RIGHT-OF-WAY, WITH THE EASTERLY RIGHT-OF-WAY LINE OF AQUATIC DRIVE, AS ESTABLISHED AS A 60 FOOT RIGI-ir-OF-WAY BY OFFICIAL RECORDS VOLUME 3278, PAGES 1/6 AND 1-// OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; FHENGE N 07*16'02" W, ALONG SAID EASTERLY RIGHT--OF-WAY LINE OF AQUATIC DRIVE, A DISTANCE OF 142.05 FEET; THENCE N 11*42',30"W, A DISTANCE OF 18.16 FEE[; THENCE N 89-18'38" E, A DISTANCE OF "1201-42 FEET; THENCE 5 07'16'02" E, A DISTANCE OF 160,00 FEET TO SAID NORTHERLY RIGHT--OF--WAS( LINE OF AOUAFIC BOULEVARD; FHE'NCE S 89*18'38" W, ALONG SAID NORTHERLY RIGHI'--01-- -WAY LINE OF AWATIC BOUI-FVAR, A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING,, CONTAINING, 0.073 ACJRE.�, MORE OR LESS' FOR: WEDDING ARCHITECTS GENERAL NOTES 1. 13FARINGS SHOWN HEREON ARL 13AS'ED ON i -HE NORTHERLY RIW LINE OF AFLAN11C BOULEVARD AS (;89*18'38"W 2, X ---REF: ROBERTM. ANGUS & ASSOCFILE NO, 9:2 0 -14 .3. ELFVATIoNS SHOWN RIUS 0 ARE BASED UPON N(-,Vf) 1929) 4. IWERIOR FENCES, WELLS, I-RAft. ROADS, UNDERGROUND STRUCTURES, OIFCHES, DRAINAGE WAYS OR JURIIISOICTIONAI. AREAS, IF ANY WERE NOT LOCATED EXCEP1' FHOS'E SHOWN HFRFON. LEGEND R EC d• JA&I 2 4 p000 City Of Ationtic 13ulld1f19 Alld 2001n 5. 11W3 SURVEY WAS MADE bill THOU T FHE BENEFIT- OF AN ABS'TRA(Ill' TITLE, IHERFF'ORE, [HERE COULD BE EASEMENTS, COVE-NANC5, AND RESTRICTIONS OR OrHER MATTERS OF PUBLIC RECORD RIAF MAY OR ik,4AY NOT AFFECT- THIS PARCEL, CNLY SHOWS IMPROVEMEN'r'3lSff?U(,-TUPL--D SIFUAIED ABO /E GROUND. BELOW GROUNG, iMPROVF-MENI-SI'Sff?IJCI-URF,<,)- IF ANY No SHOWN Or'? LOCA fr"O, R\w = RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC POW- CURVA[URE F) GONCREIE MONUMENT P POINT OF TANGENCY PRC POINT OF REVERISE CURVE ORV OFFICIAL. RECORDS VOI-GME PGC POINT Of' COMPOUNO CURVE Me MAP BOOK FOP OF Dil"CH P 13 PG(S) PLA F 6COK PAGE(S) 130FI'OM OF DITCH EP -()(3E ()r F C. ' PAVEMEN T L ARC LENG NI (If- CENTERLINE F = R rANGEN I' RADIO':') --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD POWER POLE WITH GUY ANCHOR INV == INVERT SIORM MANHOLE APPROX = AI:PROXIMA IF QTKRM Slo*k% ANO IUTW >"VQN, THIS MAP 0A ""rS TW M -JM MCMtC� STM40,00S %T FCA11" Of " IFLOMA 80AP0 CF MtortS"AL *1 IN OWER 6K17 -t, FLOFqDA V ""YORS Clary k -.Associates Inc. "IVATK OK, =Zll TO SMMON OX027. FLORIDA SlArUTM " DM MOT NEMS%Afty %,cxr Amy ow* mArO�AL OR RVI�QKX %T*4ARV- PROFESSION�AL LAND SUf?VEYORS UM MS tt 9C&kS '44 MXAnAn " rK (WK.MAL RWSKO S& AL3830 GROWN POINT ROAD OF A RORIDA M)d$ED SWAYOR A14D IAAppER, r"$ DRA*Xf. JACKSONVIUE, FLORIDA 32257 SKET K PLAr CQ NAP M FCR 060RUATIONAL PUPPOUS CtAy Atin 4' 2 -2703 f5 0401 VAUD, (WPIUt dltl7 d. n1FWA ADUIP43MAnC ccoel j DATED 99 ICIARY SCALE 100' CHECKED y 7M. 103/ A LEGEND CC`WftF-Tf: LACINLUENT FEN(�- 1/7' (RON PIPE SCT WITH CLARY CAP 49ON PIPE FOUND C.R056 CUT FILE NQ. 11 ;z Lo :_1 r GENERAL NOTES la REMOVE EXISTING ATM. AND ATM. SURROUND SIGN REMOVE PORTIONS OF EXISTING MASONRY WALL TO ACCOMMODATE INSTALLATION OF ATM. EQUIPMENT VERIFY ALL NECESSARY EQUIPMENT CLEARANCES. F2 PROVIDE PRECAST CONCRETE CONCRETE LINTEL MEN WOMEN AT OPENAIG IN C.M.U. WALL. SUPPORT ON EXISTM WALL WITH 8' MINIMUM BEARING AT EACH END. TOTAL UNIFORM SAFE LOAD TO EXCEED 1800 PLF. MECHANICAL F3 PROVIDE MASONRY INFILL AS NECESSARY TO FILL VOIDS IN WALL CREATED BY CHANGE -OUT OF ATM. MACHINES. a PATCH AND REPAIR EXISTING INTERIOR WHERE DISTURBED BY NEW CONSTRUCTION. PAINT TO MATCH EXISTING. Fill PATCH ABY ND NEW AIR EXISTINGCONSTRUCTION. EXTERIORDIST- URBEDAINT TO MATCH EXISTM. F6 NEW A.T.M. SURROUND SIGN. COORDINATE WITH ATM. INSTALLATION. TRIM AROUND ATM. OPENING WITH S48, Ix FIR. PAINT TO MATCH EXISTING FINISHES. VAULT CUSTOMER CUSTOMER SERVICE SERVICE COW .AREA OF CONSTRUCTION I I I MANAGER � LOUNGE STORAGE A- 1 SITE PLAN/OVERALL PLAN ELECTRICAL NOTES Al SCALE:1' - 20'-0' lO PROVIDE TELEPHONE OUTLET WITH TOP AT 20' ABOVE FINISHED FLOOR STUB OUT 1/2' E.M.T. ABOVE CEILING. 2O PROVIDE DATA OUTLET WITH TOP AT 20' ABOVE FINISHED FLOOR STUB OUT 1/2' E.M.T. ABOVE CEILING:. 3O PROVIDE TWO DUPLEX RECEPTACLES MOUNTED y IN A JUNCTION BOX WITH A TWO GANG COVER SURFACE MOUNT WITH TOP AT 20' ABOVE FINISHED FLOOR FOR A.T.M. POWER RLN 2 - 012 THWN CU + 1 - 012 GR IN 1/2' EM.T. TO SPARE CIRCUIT BREAKER IN EXISTING PANEL. O PROVIDE JUNCTION BOX WITH TAMPER SWITCH COVER PLATE. SURFACE MOUNT WITH TOP AT 20' ABOVE FINISHED FLOOR FOR ATM. ALARM. PROVIDE 3/4' 4 CONDUIT TO CA15LE�CMETAL TIGHT FLEXIBLE 0MECTING PLATE. RUN 3/4' E.M.T. CONDUIT TO EXISTM MAN ALARM I I CONTROL PANEL. O5 PROVIDE JUNCTION BOX WITH COVER MOUNTERD ABOVE THE ATM, FOR ATM. CAMERA CIRCUIT. MOUNT AS REQUIRED. STUB OUT 1/2' EM.T. ABOVE 1 I CEILING. SERVICE FOR POWER ALARM. DATA AND VIDEO I I CIRCUITS EXISTS AT THE EXISTING ATM. MACHINE. A.TMII 4UNI r1 NEW SERVICE MAY BE OBTAINED BY EXTENDINGs EXISTING CIRCUITS TO AREAS AS NEEDED TO I OPERATED NEW ATM- 5 4 - 7- — I — A M. t✓ 7. b 5 ATM INR Lj ►; �! 2 01996 Building and Zoninor 3 1 vvy ofPA ffy1 FF'gcF.s C gUtLG1NG C 0 g 1996 2 ENLARGED FLOOR PLAN 3 PARTIAL ELEVATION 4 WALL SECTION 4 PROJECT NOT8! Al SCALE: 3/4' -1'-0' '°`1 SCALE: 3/4' - T—O' Al SCALE- 3/4' - T-0'—,lo/ Al i N n 3 W C.0 W y.... 11 m0 C _ O co mo .- OcdCd I > C 7 cd 0 0 Z75 C C O cn:� U _ ' E.N CQ a 0 aQ ao 9624 Al DATE 9 3 I i j ; I j I j � � t 1� � I I � . I I . I . 1. . � . .. . .1 I .1 . : . . I . - . I . I I,. I . . � . . . . . . I . I � I . . . I � : I . . I . I . . . . . I - I . . - . � . . � I I - . . I I . . . I I 1, � - . . � � . - 1. . I :1-1 1. I - - 11 - .1 I . . .1. I . 1, . I . . I I . I . . I . - I I I _. . 11 11 . , , ,Z I I . I I I ; I . � I I w � ,- I , . 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'�.:. v Ng W (`O rEE-1 a• a ..1 .tn !•� - ,..•c. '�.:. • r L}' ' M•Y,r.0 t 5 ;`4.k`t ,' . fey: rti,ffiyt.,e •��; ,.y ;� r. Y - 19 _ — 1 Ln . ISLAND TELLER UNITS TO JUNCTION BOX IN TELLER AREA, S NOTE 0. FOR WIRE AND CABLE REQUIREMENTS, SEE NOTE 20 . 0 m 0 O MOUNT OUTLETS BELOW COUNTER TOP. � UNDER TELLER COUNTER, CONTINUE CONDUIT TO ABOVE PROVIDE (2) °4" SQdAk'�*V BOXES WITH BLANK COORDINATE WITH MILLWORK CONTRACTOR (TYP.) t AT LOCATION COVER UNDER . C{3U iER ACCESSIBLE L O RECEPTACLE ABOVE CEILING. LOCATE NEXT TO AIR HANDLING UNIT. TELLER MACHINES. CONTROL AND AUDIO CABLES ARE FOR TELEPiME AND DATA (.INE 01$TRIBUTION INTO PROVIDED BY BANK EQUIPMENT MANUFACTURER AND ARE o .TELLER COUNTER OUTLETS.. STUB(1) 3/4" EMPTY CONDUIT RECEPTACLE SHALL BE CONCEALED BEHIND ELECTRIC WITH PULLWIRE INTO CEILING SPACE WITH INSULATING `J WATER COOLER. SAME AS NOTE #2 EXCEPT, FOR ELECTRICAL PANELBOARD, m BUSHING FOR TELEPHONE AND (1) 1" EMPTY CONDUIT CONTROL PANEL, TIMECLOCK. LIGHTING CONTACTORS, ETC. PAINT PLYWOOD BACKBOARD WITH GREY COLOR WITH PULLWIRE WITH INSULATING BUSHING FOR DATA. 10 CONNECT TO TIMER AS PROVIDED BY MECH. CONTRACTOR. n� W V V BOX ABOVE CENTER OF OPENING FOR NIGHT DEPOSIT BOX. MOUNTED AT TOP 48" A.F.F. FLOOR BOX EQUAL. TO STEEL CITY CAT, # GAB-6/AFM-6 O 3/4" THICK FROM FLOOR TO CLG. x LENGTH AS REQUIRED PLYWOOD BACKBOARD, PAINTED WJ FIRE RETARDANT 11 RUN CONDUIT IN ELECTRICAL CHASE IN TELLER COUNTER. (1) DATA, (1) TELEPHONE OUTLET AND (1) SECURITY PAINT, SCREWED ON WALL PROVIDED BY GEN. CONTRACTOR 12 MOUNT ALL TELLER CRT (DATA) OUTLETS O 48" A.F.F. Cu e FOR BANK TELEPHONE EQUIPMENT. MOUNT RECEPTACLES m UNLESS OTHERWISE NOTED. WITH PULLWIRE FOR LOW VOLTAGE CONTROL CABLES FROM Q1 FLUSH IN PLYWOOD. PROVIDE #6 CU. GROUND CABLE TO EAOH, BLOWER;- PACKAGE CONTROL BOX. (COORDINATE WITH VENDOR'S SHOP ,DRAV4'GS.) MAIN BLDG ELECTRIC SERVICE G ND. CONNECTION W/ 15' 13 PROVIDE 1" C. (CAPPED) STUB -OUT UNDERGROUND TO En o OF SLACK AT PLYWOOD. ALL TELEPHONE HOMERUNS ON LANDSCAPE AREA FOR IRRIGATION SYSTEM EQUIP. CJ THIS SHEET SHALL BE RUN & TERMINATED W/ BUSHING COORDINATE LOCATION WITH GENERAL CONTRACTOR PRIOR ABOVE PLYWOOD. TO ROUGH -IN. O3 SUPPLY TYPE "MCG"- "DLP" SERIES SURGE PROTECTION 14 PROVIDE 4" PVC (SCHED. 40) CONDUIT WITH PULLSTRING FOR MAIN TELEPHONE SYSTEM. ELECTRICAL CONTRACTOR O 30" B.F.G. TO TELE. BACKBOARD, SEE 'POWER PLAN NOTES' SHALL COORDINATE WITH TELE. VENDOR ON QUANTITY OF NOTE #2. PROVIDE LONG RADIUS RIGID GALV. STEEL C. FOR INCOMING LINES AND TURN OVER TO OWNER FOR SWEEPING ELBOWS AND RISER PENETRATING FLOOR SLAB. INSTALLATION BY TELEPHONE VENDOR. ELECTRICAL COORDINATE THE EXACT LOCATION OF THE POINT OF CONTRACTOR SHALL CONTACT: E.J. RUTH & ASSOCIATE O CONNECTION WITH TELEPHONE SERVICE NEAR PROPERTY 561-234-5460 PRIOR TO START OF CONSTRUCTION LINE AND ALL SERVICE ENTRANCE REQUIREMENTS WITH (NO SUBSTITUTIONS) THE TELEPHONE CO. PRIOR TO ROUGH -IN. O ELEC. CONTRACTOR SHALL PROVIDE 1" C. FROM TELLER 15 3/4" EMPTY CONDUIT WITH PULLWIRE FOR TELEPHONE OUTLET. AREA ABOVE CEILING TO TOP OF PNEUMATIC TUBE TERMINATE CONDUIT WITH BUSHING ABOVE ACCESSIBLE CEILING. ENCLOSURE FOR VENDOR TO INSTALL CONTROL CABLE FOR ATM WHICH SHALL RUN PARALLEL TO THE PNEUMATIC TUBES 16 PROVIDE 6" SQ. JUNCTION BOX CAMERA CONTROL TYP. VERIFY EXACT ROUTING AND LOCATIONS WITH CABINET. LOCATE O 62" A.F.F. REFER TO SHEET E-3. VENDOR SHOP DRAWINGS PRIOR TO COMMENCING WORK. (VERIFY EXACT LOCATION.) 0 PROVIDE CONDUIT AND WIRING TO ATM BUILDING. SEE Q PROVIDE 2" x 4" x 2-1/8" DEEP WATERPROOF JUNCTION BOX PANEL SCHEDULE FOR CONDUIT AND WIRING REQUIREMENTS. BENEATH DRIVE IN CUSTOMER UNIT FOR 120 V. REFER TO PROVIDE ONE -1" CONDUIT• AND WIRING FROM STUB -UP VENDOR DRAWINGS FOR EXACT INSTALLATION REQUIREMENTS. LOCATION TO ATM ELECTRICAL PANEL COORDINATE WITH 18 PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX ABOVE DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION AND CEILING FOR EACH TELLER UNIT TURBINE PAC. ELECTRICAL ROUTING OF ELECTRICAL CONDUIT. POWER TO EACH TURBINE PAC SHALL RUN THROUGH TELLER TERMINAL. PROVIDE SEALTITE FLEX CONDUIT BETWEEN O6 VERIFY EXACT LOCATION OF RECEPTACLE WITH SECURITY JUNCTION BOX AND UNIT. COORDINATE WITH BANK EQUIPMENT CABINET VENDOR'S SHOP DRAWINGS PRIOR TO ROUGH -IN. i MANUFACTURER FOR EXACT LOCATION AND INSTALLATION. 1la L --.J l I li ELECTRICAL POWER I DISTRIBUTION TO i REMAIN AS IS -� DURING AND AFTER - ! _ REMODELING. -- . I I F1Ll .r_ © PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX FOR MERCHANDIZING DISPLAY. COORDINATE EXACT LOCATION WITH MERCHANDIZER INSTALLER PRIOR TO ROUGH -IN. ® PROVIDE ONE 1" -EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR COMMUNICATION LINE. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. Q PROVIDE ONE 1"- EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR ALARM CONNECTION. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. 0 PROVIDE SINGLE GANG JUNCTION BOX FOR ALARM SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE 3/4" C. WITH PULLWIRE, FROM JUNCTION BOX TO ALARM CABINET. ©0 PROVIDE ONE 3/4 CONDUIT WITH PULLWIRE FROM EACH CUSTOMER TELLER UNIT TO TELLER AREA FOR CONTROL WIRING. STUB -UP CONDUITS UNDER TELLER'S WORK DESK, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 3�1 PROVIDE ONE 4" -SQUARE JUNCTION BOX UNDER TELLER COUNTER FOR ALARM CONNECTION. ©. PROVIDE PLUGMOLD WITH 6 SINGLE RECEPTACLES. WIREMOLD CAT. N0.-V24GB306. VERIFY WITH SECURITY SYSTEM VENDOR FOR EXACT LOCATION. CONDUIT FOR VAULT TELEPHONE LINE. ®4 PROVIDE 4" -SQUARE JUNCTION BOX FOR ELECTRICAL CONNECTION TO SECURITY DOOR. PROVIDE 3/4" EMT CONDUIT FROM CONTROL CIRCUIT, ON DOOR. TO SINGLE GANG BOX IN WALL (48" A.F.F.) FOR ELECTRIC STRIKE CONTROL. CU -1 01 ...................... PP -36 CU -2 POVYER GENERAL NOTES: 1. REFER TO SPECIFICATIONS ON SHEET E-5 2. EXACT QUANTITIES OF WIRES IN ALL CONDUITS SHALL BE DETERMINED IN THE FIELD, BASEO ON "NEC" REQUIREMENTS. 3. REFER TO "VENDOR" SHOP DRAWINGS AND SPECIFICATIONS FOR COMPLETE ELECTRICAL REQUIREMENTS AND OTHER REQUIREMENTS NOT SHOWN ON THIS SHEET, (REFERENCE SHEET E-3). ELECTRICAL CONTRACTOR SHALL REVIEW "VENDOR" DRAWINGS do SPECIFICATIONS BEFORE BIDDING THIS PROJECT. LATER CLAIMS FOR LABOR, EQUIP. OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 144F DFW44 Mp CU�a" DEPM hNlf^ Aft 1►! DOLE PROPER' p' % D)KW IIID WEDDMO AM-"" 1 "L*#4M, 4A, W, 4P WrQnm-1 lor( X"81" CN OEM Gr *wb DA Aw, IB AUTwCiE= 8 19 POWER PLAN NOTES ONPOWER PLAN NO S TINUFQ PROVIDE 3/4" EMPTY CONDUITS WITH PULL WIRE FROM EACH — 1 Ln . ISLAND TELLER UNITS TO JUNCTION BOX IN TELLER AREA, S NOTE 0. FOR WIRE AND CABLE REQUIREMENTS, SEE NOTE 20 . 0 m 0 PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX 34" A.F.F. W � UNDER TELLER COUNTER, CONTINUE CONDUIT TO ABOVE N S3 WINDOW AND TERMINATE IN 4" x 4" x 2" JUNCTION BOX. t JUNCTION BOXES INSTALLED FOR CONTROL AND AUDIO OF OQ TELLER MACHINES. CONTROL AND AUDIO CABLES ARE PROVIDED BY BANK EQUIPMENT MANUFACTURER AND ARE o INSTALLED BY ELECTRICAL CONTRACTOR, COORDINATE WITH o BANK EQUIPMENT MANUFACTURER FOR EXACT LOCATION OF CONDUIT AND JUNCTION BOXES. rn ^� 21 SAME AS NOTE #2 EXCEPT, FOR ELECTRICAL PANELBOARD, m CONTROL PANEL, TIMECLOCK. LIGHTING CONTACTORS, ETC. PAINT PLYWOOD BACKBOARD WITH GREY COLOR _ Ln PROVIDE PROVIDE POWER TO (NIGHT DEPOSIT BOX. MOUNT JUNCTION n� W V V BOX ABOVE CENTER OF OPENING FOR NIGHT DEPOSIT BOX. Q FLOOR BOX EQUAL. TO STEEL CITY CAT, # GAB-6/AFM-6 CAPABLE OF SUPPORTING (2) DUPLEX RECEPTACLES, ' (1) DATA, (1) TELEPHONE OUTLET AND (1) SECURITY DEVICE (COORDINATE' WITH SECURITY VENDOR) Cu e ELEC. CONTRACTOR SMALL PROViDE'(1) 3/4" EMPTY CONDUIT m WITH PULLWIRE FOR LOW VOLTAGE CONTROL CABLES FROM Q1 EAOH, BLOWER;- PACKAGE CONTROL BOX. (COORDINATE WITH VENDOR'S SHOP ,DRAV4'GS.) co $ 0I SATE EXACT LOCATIONS AND CONDUIT ROUTING WITH En o SHOP ORAS. NOTE: 114ME NOTES MAY N TOPPLY Tp TkIS DRAWINQ CJ © PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX FOR MERCHANDIZING DISPLAY. COORDINATE EXACT LOCATION WITH MERCHANDIZER INSTALLER PRIOR TO ROUGH -IN. ® PROVIDE ONE 1" -EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR COMMUNICATION LINE. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. Q PROVIDE ONE 1"- EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR ALARM CONNECTION. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. 0 PROVIDE SINGLE GANG JUNCTION BOX FOR ALARM SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE 3/4" C. WITH PULLWIRE, FROM JUNCTION BOX TO ALARM CABINET. ©0 PROVIDE ONE 3/4 CONDUIT WITH PULLWIRE FROM EACH CUSTOMER TELLER UNIT TO TELLER AREA FOR CONTROL WIRING. STUB -UP CONDUITS UNDER TELLER'S WORK DESK, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 3�1 PROVIDE ONE 4" -SQUARE JUNCTION BOX UNDER TELLER COUNTER FOR ALARM CONNECTION. ©. PROVIDE PLUGMOLD WITH 6 SINGLE RECEPTACLES. WIREMOLD CAT. N0.-V24GB306. VERIFY WITH SECURITY SYSTEM VENDOR FOR EXACT LOCATION. CONDUIT FOR VAULT TELEPHONE LINE. ®4 PROVIDE 4" -SQUARE JUNCTION BOX FOR ELECTRICAL CONNECTION TO SECURITY DOOR. PROVIDE 3/4" EMT CONDUIT FROM CONTROL CIRCUIT, ON DOOR. TO SINGLE GANG BOX IN WALL (48" A.F.F.) FOR ELECTRIC STRIKE CONTROL. CU -1 01 ...................... PP -36 CU -2 POVYER GENERAL NOTES: 1. REFER TO SPECIFICATIONS ON SHEET E-5 2. EXACT QUANTITIES OF WIRES IN ALL CONDUITS SHALL BE DETERMINED IN THE FIELD, BASEO ON "NEC" REQUIREMENTS. 3. REFER TO "VENDOR" SHOP DRAWINGS AND SPECIFICATIONS FOR COMPLETE ELECTRICAL REQUIREMENTS AND OTHER REQUIREMENTS NOT SHOWN ON THIS SHEET, (REFERENCE SHEET E-3). ELECTRICAL CONTRACTOR SHALL REVIEW "VENDOR" DRAWINGS do SPECIFICATIONS BEFORE BIDDING THIS PROJECT. LATER CLAIMS FOR LABOR, EQUIP. OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 144F DFW44 Mp CU�a" DEPM hNlf^ Aft 1►! DOLE PROPER' p' % D)KW IIID WEDDMO AM-"" 1 "L*#4M, 4A, W, 4P WrQnm-1 lor( X"81" CN OEM Gr *wb DA Aw, IB AUTwCiE= 8 V — 1 Ln . 28 06 — 1 W � t OQ OF o W n� W V V Ei9 1 aA 4mm E-2 . r r �� , :� i��o �* *��,'FY .�`. � R+�hJ`"w. ; s`,'Ycj$'. '.! � . • t ,} � x _ , 8 � OD OC-)- � N op �\ in u i OC-)- 1 oC-) y in -13 a pb O N U'I N O L C 7 7 7 t 2 b cri W n m rn rn AWE *mtro E-3 a box cu1�1 Z 20 LAYERS BURLAP PAD AT top of 11 SUPPORT CONTACT — NO 11 F NAILS IN TREE W0M 11 11 0 n VMRE TIE Q •� 2" x 4' BRACE (YELLOW PINE) 11 SPACE THREE AT'120 TYPICAL 11 `R 2" x 4' STAKE (YELLOW PINE) Ilp 11 U THREE FEET LONG 3 PIECES GARDEN HOSE 3 P.T. PINE 2"X 4" SAUCER RIM 14 GA. GALV. STEEL WIRE X 2' STAKES Z • I' 11 WITH TURNBUCKLES7 FINISH GRADE � taxA+ — MI IMM MULCK RED FLAGGING TAPE (ON EACH GUY) _ ROOTBALL, 16" MINIMUM Mo ■ d RADIUS FROM TRUNK Y LU w ~I WASHTAMP FINISH GRADE 0Q PLANTING—IN MIXTURE 10AND a l� 1 (' 1 I Rm— — — EXISTING SOIL w --OH OHU NOTE: ALL EXISTING IRRIGATION TO REMAIN, ADJUST AND ADD TO THE EXISTING SPRINKLER SYSTEM AS REQUIRED TO PROVIDE 100% IRRIGATION COVERAGE. w NOTE: ALL EXISTING LANDSCAPING OUTSIDE THE AREA SHOWN AS NEW WORK, WILL REMAIN TO MEET THEN INTENT OF THE EXISTING LANDSCAPE ORDINANCE. THIS LANDSCAPE PLAN IS PREPARED TO SHOWN NEW WORK AROUND THE DISTURBED AREA OF THE SITE FOR NEW CONSTRUCTION. PALM STAKING AND PLANTING DETAIL SERIALS LIST OON NAME SIZE/REMARKS )AS GRASS 3' X 3', 3 GAL. ?F YAUPON HOLLY 12' SPREAD, 2 GAL. ;ON1 JUNIPER 8-10" SPREAD, 1 GAL 'E MYRTLE — RED FLWS. 7-8' X 5-6' SPREAD, 30 GAL. FORM LIGUSTRUM 7-8' X 5' MIN. SPREAD, FULL CROVMI, MAX. 4 TRUNKS, 3-1/2' C.T. MIN., B do B EGATED URIOPE 12-15" X 12-15' /ENLY BAMBOO 18-24' X 15-18', 3 GAL. CAN )CARPUS 4-5' X 15-18, 5 GAL. OAK 14-16' X 5-8' SPREAD, 4' CALIPER, 100 GAL SAGE PALM VARY HEIGHT IN CLUSTERS 12-18' CT. :T VIBURNUM 24" X 24 3 GAL IN WITH FLORATAM ST. AUGUSTINE SOD. TO A DEPTH OF 2" (AFTER COMPACTION) WTH SS MUCLCH. . VERIFY THE LOCATION OF ALL UTILITIES PRIOR IK. TORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS DESIGN IT IS THE INTENT THAT ROWS BE STAGGERED TO GIVE A MORE FULL .APPEARANCE. 5. ALL PLANTS SHALL BE FLORIDA NUMBER 1 OR BETTER ACCORDING TO FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATES" EDITION). RECEIVED it MAR 2000 City of Atlantic Beach Building and Zonl-ng III THOMAS G. SHEPARD, A.S.L.A. LANDSCAPE ARCHITECT 10��I\IUIIN(!1/l/j�� PLANNER �\ LA 0000444 POST OFF53 BRANDON'OFLOR DABOX11 33509-1153 (813) 685-1139 Mc 000 AM CSR 00 CM MOM Mt Mt sac Moran OFMW IM OWFi w� CM Ma ■*w www wr1M reran ALL ■ m marc Z Q H z w Y: LIAu 0- LLI !u D" z - N sheet no. Z n Q •� U .fl Z tD U_ fy � taxA+ U rel U ■ d 4 LU w ~I 0Q Fr p•1. � � F9 s"A -, sheet no. Z n Q •� U .fl Z tD U_ 4 z U a] d 4 LU w sheet no. SERIALS LIST KEY QUANTITY/SPACING BOTANICAL NAME COMMON NAME • LAYERS BURLAP PAD AT CS 17 4' O.C. Cortoderia selloana PAMPAS GRASS SUPPORT •• NO L TREE WOW A 8-10' SPREAD, 1 GAL U 4 Logerstroemia indica CREPE MYRTLE — RED FLWS. WIRE TIE LJT 3 Ligustrum japonicum "Tree' TREE FORM LIGUSTRUM 7-8' X 5' MIN. SPREAD, FULL CROWN, MAX. 4 TRUNKS, 3-1/2' C.T. MIN., B do B LMVG 62 2' O.C. LM -lope muscarl 'Variegated Giant' VARIEGATED URIOPE (YELLOW NO 10 Nondina domestica HEAVENLY BAMBOO SPACE. • TYPICAL 1 V +(YELLOW ■ QV 1 Quercus virginiano LIVE OAK /•THREE7LONG SP 13 Sobol palmetto CABBAGE PALM SAO1 •r !LFUSH I ! " • I .. AND TAMPED=L PLANTING mimm EMSTING SOILPALM STAKING• , PLANTING , SERIALS LIST KEY QUANTITY/SPACING BOTANICAL NAME COMMON NAME SIZE/REMARKS CS 17 4' O.C. Cortoderia selloana PAMPAS GRASS 3' X 3', 3 GAL IVN 46 2' O.C. Ilex vomitoria 'SchAlings' DWARF YAUPON HOLLY 12' SPREAD, 2 GAL. JP 70 2' O.C. Junipeme parsoni PARSONI JUNIPER 8-10' SPREAD, 1 GAL U 4 Logerstroemia indica CREPE MYRTLE — RED FLWS. 7-8' X 5-6' SPREAD, 30 GAL LJT 3 Ligustrum japonicum "Tree' TREE FORM LIGUSTRUM 7-8' X 5' MIN. SPREAD, FULL CROWN, MAX. 4 TRUNKS, 3-1/2' C.T. MIN., B do B LMVG 62 2' O.C. LM -lope muscarl 'Variegated Giant' VARIEGATED URIOPE 12-15' X 12-15' NO 10 Nondina domestica HEAVENLY BAMBOO 18-24' X 15-18', 3 GAL. CAN PM 2 Podocarpus mocrophylta PODOCARPUS 4-5' X 15-18', 5 GAL QV 1 Quercus virginiano LIVE OAK 14-16' X 5-6' SPREAD, 4' CALIPER, 100 GAL SP 13 Sobol palmetto CABBAGE PALM VARY HEIGHT IN CLUSTERS 12-18' CT. VO 20 3' O.C. Viburnum odorotiseimum SWEET VIBURNUM 24' X 24', 3 GAL NOTE: ALL EXISTING IRRIGATION TO REMAIN, ADJUST AND ADD TO THE EXISTING SPRINKLER SYSTEM AS REQUIRED TO PROVIDE 100% IRRIGATION COVERAGE. ' FA' C NOTE: ALL EXISTING LANDSCAPIING OUTSIDE THE AREA SHOWN AS NEW WORK, WILL REMAIN TO MEET THEN INTENT OF THE EXISTING LANDSCAPE ORDINANCE. THIS LANDSCAPE PLAN IS PREPARED TO SHOWN NEW WORK AROUND THE DISTURBED AREA OF THE SITE FOR NEW CONSTRUCTION. • MJ WITH FLORATAM ST. AUGUSTINE SOD. TO A DEPTH OF 2` (AFTER COMPACTION). HATH SS MUCLCH. _ VERIFY THE LOCATION OF ALL UTIUTIES PRIOR RK. LORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS INTENT THAT ROWS BE STAGGERED TO GIVE A AR AN CE. 1 BE'FLORIDA NUMBER 1 OR BETTER ACCORDING TO FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATEST EDITION). •' THOMAS G. SHEPARD. A.S.L.A. LANDSCAPE ARCHITECT iW ll 111// PLANNER e LA 0000444 POST OFFICE BOX 1153 BRANDON, FLORIDA 33509-1153 (813) 685-1139 DIVA PON VWM P� MOM r 8 N dBtMs z FA' C NOTE: ALL EXISTING LANDSCAPIING OUTSIDE THE AREA SHOWN AS NEW WORK, WILL REMAIN TO MEET THEN INTENT OF THE EXISTING LANDSCAPE ORDINANCE. THIS LANDSCAPE PLAN IS PREPARED TO SHOWN NEW WORK AROUND THE DISTURBED AREA OF THE SITE FOR NEW CONSTRUCTION. • MJ WITH FLORATAM ST. AUGUSTINE SOD. TO A DEPTH OF 2` (AFTER COMPACTION). HATH SS MUCLCH. _ VERIFY THE LOCATION OF ALL UTIUTIES PRIOR RK. LORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS INTENT THAT ROWS BE STAGGERED TO GIVE A AR AN CE. 1 BE'FLORIDA NUMBER 1 OR BETTER ACCORDING TO FLORIDA GRADES AND STANDARDS FOR NURSERY STOCK (LATEST EDITION). •' THOMAS G. SHEPARD. A.S.L.A. LANDSCAPE ARCHITECT iW ll 111// PLANNER e LA 0000444 POST OFFICE BOX 1153 BRANDON, FLORIDA 33509-1153 (813) 685-1139 DIVA PON VWM P� MOM r 8 N NI dBtMs z .� I P* Z U � QQz 46 u M CQ 4 Q ul U NI dBtMs z k'� U � QQz u CQ 4 Q ul U U I z z 0 dBtMs k'� 0 z Lj ELEV=O.6 ELEV-0.64 bb 4> I - EP7 .79� TC -8.06 1 11b EP -7.80 7,78 TC 7.63 , \ ' - "' I T EP 71.62 A S P H A L T P A V I N G EP -7.99 J: TC -7 88 J: TC=7,fS A EP=X57 TC=8,18 7.2 EP EP -8.18 Ile- T\T 41 ny A ? PVC TND. 1/2,!!, 1. P, fig'IP j g0t:4� WITHNaJtAP '1t 51 10 10 A TC -$.39 01 TOP OF ST PPROXIMA�E EP -7.94 14" A 4 N FND, 1/2" I.P. WITH CAP DURDEN" APPROXIMATEI-EP-TC-8�02 ,68 5 BOTTOM OF BANK FAS F-t4T P- .34 A A CONIC DRAINAGE STRUCTURE CONIC FLUME C3) INV -3,20 m7, C) oo 1.5' STEEL POS 6 3 TC -8,90 EP4.29 5' WIDE WALL 7.89 861. s CORNER ol, M ARE CUT AT CORNER TC -9.18 .0 1 flz?l� CONIC V ELEV-9,301�tC EP=8'58 AD; �89 6 CONCRETE CO C / rr.. EL 16 qrEP-6,94 6c; PAD - A RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC 500.7' CONIC PAD R ):I?- sl TCS 4 EP 7 & TC 01&07 EP -9.51 Cr DR -Z-30 EPS 1. EP -7.$7 TC -9.86 EP -9.34 N. 19 77 &00 TC -9.43 INV - P 13 PG(S) M j 0 EP TC I .19 EP 5 -9, L EP -8, A A N T I G B 0 U L E V A R D ASPHALT P, A V I IN 0 CF) OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD N W T 6 IM CONCRETE as APPROX = AI:PROXIMA IF v EP= 08 Wir -9.0 A vi FND, 1/2" I.P. WITH CAP DURDEN" APPROXIMATEI-EP-TC-8�02 ,68 5 BOTTOM OF BANK FAS F-t4T P- .34 A A CONIC DRAINAGE STRUCTURE CONIC FLUME C3) INV -3,20 m7, C) oo 1.5' STEEL POS 6 3 TC -8,90 EP4.29 5' WIDE WALL 7.89 861. s CORNER ol, M ARE CUT AT CORNER TC -9.18 .0 1 flz?l� CONIC V ELEV-9,301�tC EP=8'58 AD; �89 6 CONCRETE CO C / rr.. EL 16 qrEP-6,94 6c; PAD - A TC 7 EP 8 T 04 To %15 8:0 EPw 24 4-0� V 50 8AkNAGF- EASE 9� 1 TC -%7, A A. J 2 0s, 0, TC g 5g7 r EP76,50 4 A $ 41 TC.6.81 AI . 04; FND� 1/2" I.P. PoUlt,"", f fi EPwS.60 WITH CAP "DURDEN"- -- eginn-u B 4P b1 !O Jig JjD p.6' WIDE HEADWALL 569.26' WITH STEEL GUARDRAIL S89*18'38"Wq� 200. 00' 41 T 5' CONCRE rE WALK ENCHMARK: X -CUT IN TOP UCTURE WFZ i RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC 500.7' CONIC PAD R ):I?- sl TCS 4 EP 7 & TC 01&07 EP -9.51 TC*& .37 1.9 CONP CURB7, Ep-s..01 -Z-30 EPS 1. EP -7.$7 TC -9.86 EP -9.34 TC -9.70 EP -9 30 19 77 &00 TC -9.43 40.7 P 13 PG(S) M j 130FI'OM OF DITCH EP TC I .19 EP 5 -9, L EP -8, A A N T I G B 0 U L E V A R D ASPHALT P, A V I IN 0 --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD 0 0' R W T 6 IM CONCRETE SIORM MANHOLE APPROX = AI:PROXIMA IF v EP= 08 -4 -9.0 A vi ca EPB 93 TC=10.03 2.2' CONC CURB-, EP -9. 06 b. P HU` EP -19.04 - TCI 8.32 TC EP- 2.7' TC 9.43 EP*9.07 0 )> EPT7,93*\ .88 'Z 0 RED 1 --STORY FRAME STRUCTURE 2.9 1:� OKI 11 0�1 0 87 a W/4' EAVES o6 LJ Uj n �6 F4 fel Rm .8 N 06 . 0.9.4' x CONCRETE EP -.9.29 .... TC 7 EP 8 T 04 To %15 8:0 EPw 24 4-0� V 50 8AkNAGF- EASE 9� 1 TC -%7, A A. J 2 0s, 0, TC g 5g7 r EP76,50 4 A $ 41 TC.6.81 AI . 04; FND� 1/2" I.P. PoUlt,"", f fi EPwS.60 WITH CAP "DURDEN"- -- eginn-u B 4P b1 !O Jig JjD p.6' WIDE HEADWALL 569.26' WITH STEEL GUARDRAIL S89*18'38"Wq� 200. 00' 41 T 5' CONCRE rE WALK ENCHMARK: X -CUT IN TOP UCTURE WFZ i RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC VTC TCp TC -9.38-- 7, TCS 4 EP 7 & TC 01&07 EP -9.51 TC*& .37 1.9 CONP CURB7, Ep-s..01 -Z-30 EPS 1. EP -7.$7 TC -9.86 EP -9.34 TC -9.70 EP -9 30 -1. &00 410 0 P 13 PG(S) M j 130FI'OM OF DITCH EP TC I .19 EP 5 -9, L ARC LENG NI A A N T I G B 0 U L E V A R D ASPHALT P, A V I IN 0 --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD 0 0' R W INV == CONCRETE SIORM MANHOLE APPROX = AI:PROXIMA IF I r TC -9.60 EPB 93 ( IN FEET ) 1 inch = 20 ft. JOB Na. 99-529 DRAFTING: mms PARTY CHIEF: QUINN F.B. 1389 Pq,38-47(EFB) CAD FILE: 99-529.DWG Map��ov��Yr��; a�3oundary r acid TopographicalSurvey or A PART OF -THE CASTRO Y FERRER GRANT, SECTION -38, FOWNSHIP 2 SOU141, RANGE 29 EASI-, DUVAL, COUNTY, FI.ORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING, COMMENCE Al' THE INTERSECTION OF THE NORTHERLY RIGH H--OF-WAY LINE OF ATLANTIC; BOULEVARD, STATE ROAD NO. A --1---A AND NO, 10, AS NOW ESTABLISHED AS A 100 FOOT RIGHT-OF-WAY, WITH THE EASTERLY RIGHT-OF-WAY LINE OF AQUATIC DRIVE, AS ESTABLISHED AS A 60 FOOT RIGI-ir-OF-WAY BY OFFICIAL RECORDS VOLUME 3278, PAGES 1/6 AND 1-// OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; FHENGE N 07*16'02" W, ALONG SAID EASTERLY RIGHT--OF-WAY LINE OF AQUATIC DRIVE, A DISTANCE OF 142.05 FEET; THENCE N 11*42',30"W, A DISTANCE OF 18.16 FEE[; THENCE N 89-18'38" E, A DISTANCE OF "1201-42 FEET; THENCE 5 07'16'02" E, A DISTANCE OF 160,00 FEET TO SAID NORTHERLY RIGHT--OF--WAS( LINE OF AOUAFIC BOULEVARD; FHE'NCE S 89*18'38" W, ALONG SAID NORTHERLY RIGHI'--01-- -WAY LINE OF AWATIC BOUI-FVAR, A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING,, CONTAINING, 0.073 ACJRE.�, MORE OR LESS' FOR: WEDDING ARCHITECTS GENERAL NOTES 1. 13FARINGS SHOWN HEREON ARL 13AS'ED ON i -HE NORTHERLY RIW LINE OF AFLAN11C BOULEVARD AS (;89*18'38"W 2, X ---REF: ROBERTM. ANGUS & ASSOCFILE NO, 9:2 0 -14 .3. ELFVATIoNS SHOWN RIUS 0 ARE BASED UPON N(-,Vf) 1929) 4. IWERIOR FENCES, WELLS, I-RAft. ROADS, UNDERGROUND STRUCTURES, OIFCHES, DRAINAGE WAYS OR JURIIISOICTIONAI. AREAS, IF ANY WERE NOT LOCATED EXCEP1' FHOS'E SHOWN HFRFON. LEGEND R EC d• JA&I 2 4 p000 City Of Ationtic 13ulld1f19 Alld 2001n 5. 11W3 SURVEY WAS MADE bill THOU T FHE BENEFIT- OF AN ABS'TRA(Ill' TITLE, IHERFF'ORE, [HERE COULD BE EASEMENTS, COVE-NANC5, AND RESTRICTIONS OR OrHER MATTERS OF PUBLIC RECORD RIAF MAY OR ik,4AY NOT AFFECT- THIS PARCEL, CNLY SHOWS IMPROVEMEN'r'3lSff?U(,-TUPL--D SIFUAIED ABO /E GROUND. BELOW GROUNG, iMPROVF-MENI-SI'Sff?IJCI-URF,<,)- IF ANY No SHOWN Or'? LOCA fr"O, R\w = RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC POW- CURVA[URE TC -9.38-- GONCREIE MONUMENT P POINT OF TANGENCY TC 01&07 EP -9.51 POINT OF REVERISE CURVE ORV TC -9.86 EP -9.34 TC -9.70 EP -9 30 EP -9.211 EP -8.75 410 0 P 13 PG(S) PLA F 6COK PAGE(S) 130FI'OM OF DITCH EP TC I .19 EP 5 -9, L ARC LENG NI T C 9 2 F = R rANGEN I' RADIO':') --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD , EP= INV == CONCRETE SIORM MANHOLE APPROX = AI:PROXIMA IF 2.2' CONC CURB-, EP -9. 06 b. P EP -19.04 - TC EP- TC 9.43 EP*9.07 .88 F.EP-8.99. x A S P H A L T P A V I N G 'MOE HEADWALL ,0.6' WITH STEEL GUARDRAIL 4�e GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. JOB Na. 99-529 DRAFTING: mms PARTY CHIEF: QUINN F.B. 1389 Pq,38-47(EFB) CAD FILE: 99-529.DWG Map��ov��Yr��; a�3oundary r acid TopographicalSurvey or A PART OF -THE CASTRO Y FERRER GRANT, SECTION -38, FOWNSHIP 2 SOU141, RANGE 29 EASI-, DUVAL, COUNTY, FI.ORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING, COMMENCE Al' THE INTERSECTION OF THE NORTHERLY RIGH H--OF-WAY LINE OF ATLANTIC; BOULEVARD, STATE ROAD NO. A --1---A AND NO, 10, AS NOW ESTABLISHED AS A 100 FOOT RIGHT-OF-WAY, WITH THE EASTERLY RIGHT-OF-WAY LINE OF AQUATIC DRIVE, AS ESTABLISHED AS A 60 FOOT RIGI-ir-OF-WAY BY OFFICIAL RECORDS VOLUME 3278, PAGES 1/6 AND 1-// OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; FHENGE N 07*16'02" W, ALONG SAID EASTERLY RIGHT--OF-WAY LINE OF AQUATIC DRIVE, A DISTANCE OF 142.05 FEET; THENCE N 11*42',30"W, A DISTANCE OF 18.16 FEE[; THENCE N 89-18'38" E, A DISTANCE OF "1201-42 FEET; THENCE 5 07'16'02" E, A DISTANCE OF 160,00 FEET TO SAID NORTHERLY RIGHT--OF--WAS( LINE OF AOUAFIC BOULEVARD; FHE'NCE S 89*18'38" W, ALONG SAID NORTHERLY RIGHI'--01-- -WAY LINE OF AWATIC BOUI-FVAR, A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING,, CONTAINING, 0.073 ACJRE.�, MORE OR LESS' FOR: WEDDING ARCHITECTS GENERAL NOTES 1. 13FARINGS SHOWN HEREON ARL 13AS'ED ON i -HE NORTHERLY RIW LINE OF AFLAN11C BOULEVARD AS (;89*18'38"W 2, X ---REF: ROBERTM. ANGUS & ASSOCFILE NO, 9:2 0 -14 .3. ELFVATIoNS SHOWN RIUS 0 ARE BASED UPON N(-,Vf) 1929) 4. IWERIOR FENCES, WELLS, I-RAft. ROADS, UNDERGROUND STRUCTURES, OIFCHES, DRAINAGE WAYS OR JURIIISOICTIONAI. AREAS, IF ANY WERE NOT LOCATED EXCEP1' FHOS'E SHOWN HFRFON. LEGEND R EC d• JA&I 2 4 p000 City Of Ationtic 13ulld1f19 Alld 2001n 5. 11W3 SURVEY WAS MADE bill THOU T FHE BENEFIT- OF AN ABS'TRA(Ill' TITLE, IHERFF'ORE, [HERE COULD BE EASEMENTS, COVE-NANC5, AND RESTRICTIONS OR OrHER MATTERS OF PUBLIC RECORD RIAF MAY OR ik,4AY NOT AFFECT- THIS PARCEL, CNLY SHOWS IMPROVEMEN'r'3lSff?U(,-TUPL--D SIFUAIED ABO /E GROUND. BELOW GROUNG, iMPROVF-MENI-SI'Sff?IJCI-URF,<,)- IF ANY No SHOWN Or'? LOCA fr"O, R\w = RIGH f -cf----,NAy CC`WftF-Tf: LACINLUENT DELTA PC POW- CURVA[URE F) GONCREIE MONUMENT P POINT OF TANGENCY PRC POINT OF REVERISE CURVE ORV OFFICIAL. RECORDS VOI-GME PGC POINT Of' COMPOUNO CURVE Me MAP BOOK FOP OF Dil"CH P 13 PG(S) PLA F 6COK PAGE(S) 130FI'OM OF DITCH EP -()(3E ()r F C. ' PAVEMEN T L ARC LENG NI (If- CENTERLINE F = R rANGEN I' RADIO':') --0NIj- - OVE'RI-1EAD ELECTRICAL UNE(S) CH CHORD POWER POLE WITH GUY ANCHOR INV == INVERT SIORM MANHOLE APPROX = AI:PROXIMA IF QTKRM Slo*k% ANO IUTW >"VQN, THIS MAP 0A ""rS TW M -JM MCMtC� STM40,00S %T FCA11" Of " IFLOMA 80AP0 CF MtortS"AL *1 IN OWER 6K17 -t, FLOFqDA V ""YORS Clary k -.Associates Inc. "IVATK OK, =Zll TO SMMON OX027. FLORIDA SlArUTM " DM MOT NEMS%Afty %,cxr Amy ow* mArO�AL OR RVI�QKX %T*4ARV- PROFESSION�AL LAND SUf?VEYORS UM MS tt 9C&kS '44 MXAnAn " rK (WK.MAL RWSKO S& AL3830 GROWN POINT ROAD OF A RORIDA M)d$ED SWAYOR A14D IAAppER, r"$ DRA*Xf. JACKSONVIUE, FLORIDA 32257 SKET K PLAr CQ NAP M FCR 060RUATIONAL PUPPOUS CtAy Atin 4' 2 -2703 f5 0401 VAUD, (WPIUt dltl7 d. n1FWA ADUIP43MAnC ccoel j DATED 99 ICIARY SCALE 100' CHECKED y 7M. 103/ A LEGEND CC`WftF-Tf: LACINLUENT FEN(�- 1/7' (RON PIPE SCT WITH CLARY CAP 49ON PIPE FOUND C.R056 CUT FILE NQ. 11 ;z Lo :_1 r GENERAL NOTES la REMOVE EXISTING ATM. AND ATM. SURROUND SIGN REMOVE PORTIONS OF EXISTING MASONRY WALL TO ACCOMMODATE INSTALLATION OF ATM. EQUIPMENT VERIFY ALL NECESSARY EQUIPMENT CLEARANCES. F2 PROVIDE PRECAST CONCRETE CONCRETE LINTEL MEN WOMEN AT OPENAIG IN C.M.U. WALL. SUPPORT ON EXISTM WALL WITH 8' MINIMUM BEARING AT EACH END. TOTAL UNIFORM SAFE LOAD TO EXCEED 1800 PLF. MECHANICAL F3 PROVIDE MASONRY INFILL AS NECESSARY TO FILL VOIDS IN WALL CREATED BY CHANGE -OUT OF ATM. MACHINES. a PATCH AND REPAIR EXISTING INTERIOR WHERE DISTURBED BY NEW CONSTRUCTION. PAINT TO MATCH EXISTING. Fill PATCH ABY ND NEW AIR EXISTINGCONSTRUCTION. EXTERIORDIST- URBEDAINT TO MATCH EXISTM. F6 NEW A.T.M. SURROUND SIGN. COORDINATE WITH ATM. INSTALLATION. TRIM AROUND ATM. OPENING WITH S48, Ix FIR. PAINT TO MATCH EXISTING FINISHES. VAULT CUSTOMER CUSTOMER SERVICE SERVICE COW .AREA OF CONSTRUCTION I I I MANAGER � LOUNGE STORAGE A- 1 SITE PLAN/OVERALL PLAN ELECTRICAL NOTES Al SCALE:1' - 20'-0' lO PROVIDE TELEPHONE OUTLET WITH TOP AT 20' ABOVE FINISHED FLOOR STUB OUT 1/2' E.M.T. ABOVE CEILING. 2O PROVIDE DATA OUTLET WITH TOP AT 20' ABOVE FINISHED FLOOR STUB OUT 1/2' E.M.T. ABOVE CEILING:. 3O PROVIDE TWO DUPLEX RECEPTACLES MOUNTED y IN A JUNCTION BOX WITH A TWO GANG COVER SURFACE MOUNT WITH TOP AT 20' ABOVE FINISHED FLOOR FOR A.T.M. POWER RLN 2 - 012 THWN CU + 1 - 012 GR IN 1/2' EM.T. TO SPARE CIRCUIT BREAKER IN EXISTING PANEL. O PROVIDE JUNCTION BOX WITH TAMPER SWITCH COVER PLATE. SURFACE MOUNT WITH TOP AT 20' ABOVE FINISHED FLOOR FOR ATM. ALARM. PROVIDE 3/4' 4 CONDUIT TO CA15LE�CMETAL TIGHT FLEXIBLE 0MECTING PLATE. RUN 3/4' E.M.T. CONDUIT TO EXISTM MAN ALARM I I CONTROL PANEL. O5 PROVIDE JUNCTION BOX WITH COVER MOUNTERD ABOVE THE ATM, FOR ATM. CAMERA CIRCUIT. MOUNT AS REQUIRED. STUB OUT 1/2' EM.T. ABOVE 1 I CEILING. SERVICE FOR POWER ALARM. DATA AND VIDEO I I CIRCUITS EXISTS AT THE EXISTING ATM. MACHINE. A.TMII 4UNI r1 NEW SERVICE MAY BE OBTAINED BY EXTENDINGs EXISTING CIRCUITS TO AREAS AS NEEDED TO I OPERATED NEW ATM- 5 4 - 7- — I — A M. t✓ 7. b 5 ATM INR Lj ►; �! 2 01996 Building and Zoninor 3 1 vvy ofPA ffy1 FF'gcF.s C gUtLG1NG C 0 g 1996 2 ENLARGED FLOOR PLAN 3 PARTIAL ELEVATION 4 WALL SECTION 4 PROJECT NOT8! Al SCALE: 3/4' -1'-0' '°`1 SCALE: 3/4' - T—O' Al SCALE- 3/4' - T-0'—,lo/ Al i N n 3 W C.0 W y.... 11 m0 C _ O co mo .- OcdCd I > C 7 cd 0 0 Z75 C C O cn:� U _ ' E.N CQ a 0 aQ ao 9624 Al DATE 9 3 I i j ; I j I j � � t 1� � I I � . I I . I . 1. . � . .. . .1 I .1 . : . . I . - . I . I I,. I . . � . . . . . . I . I � I . . . I � : I . . I . I . . . . . I - I . . - . � . . � I I - . . I I . . . I I 1, � - . . � � . - 1. . I :1-1 1. I - - 11 - .1 I . . .1. I . 1, . I . . I I . I . . I . - I I I _. . 11 11 . , , ,Z I I . I I I ; I . � I I w � ,- I , . 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'.'a. i+ 1.. - t r .. 1.M4xp'1„'ii` +t�eiab rjr .. ki a .(;' 4 ,, j/( „��jj.. ,.e �t'�' .''J41"dta I, ft '.'fX+ -"14 „--,+•a. i'fU,r 1 - ` , . r Y tt1s .3;. wra +«a4 w 1 s ua' ,rti . ,art t , N X 5 � ` $ � �dr t ' az o a : - . g ; 4 .,E h ° S'z- 1 I_ a : i' §' a` t t a° e. \ ?+� ~� ,f , � g j, tr y: .4 0, " y` 5 -�,` 4 r f. 3 . r?- • - - :j rd; S 1t^ti j,' ..? ;:;t p.. .'r. '%#$,n � ,f - l .} { A:- - S^ f` 'L .fl Y+ t" P :` - t h , 1, a did e i,'. t 5+�+ <:•- I ', y � I � - . I . .�4 ,-. � , -.,,-"� �� ; -1 . i' , I r,, 8 . ,: .W'dM°a42 d`'e't w1' J�" :a>y+' Xi'.' -'G aa+N* w✓, '.:. iri d xiY: g.. " - :� 4 p,; 1* it I - ), Gt. 1$ THE XCIt?SIVE PROt>ERTY Of MElWEB $iCNS, iNC" +M10 MAY NC?t ucto QU N PARD )M r rti R t Sgt4T. T►i► T" t^ 4 4 ! . r=. ,. . SALES ABP. 3 'N of Op l$*1MATE BY: sae no. sct�4t: , X4-0 ` Agf a. } ; -,-- --------------------- - - � ' - , I . I j ��) 01i"LA-N > >.L �, �vD, rEE-1 a• a ..1 .tn !•� - ,..•c. '�.:. v Ng ,a. k rEE-1 a• a ..1 .tn !•� - ,..•c. '�.:. v Ng W (`O rEE-1 a• a ..1 .tn !•� - ,..•c. '�.:. • r L}' ' M•Y,r.0 t 5 ;`4.k`t ,' . fey: rti,ffiyt.,e •��; ,.y ;� r. Y - 19 _ — 1 Ln . ISLAND TELLER UNITS TO JUNCTION BOX IN TELLER AREA, S NOTE 0. FOR WIRE AND CABLE REQUIREMENTS, SEE NOTE 20 . 0 m 0 O MOUNT OUTLETS BELOW COUNTER TOP. � UNDER TELLER COUNTER, CONTINUE CONDUIT TO ABOVE PROVIDE (2) °4" SQdAk'�*V BOXES WITH BLANK COORDINATE WITH MILLWORK CONTRACTOR (TYP.) t AT LOCATION COVER UNDER . C{3U iER ACCESSIBLE L O RECEPTACLE ABOVE CEILING. LOCATE NEXT TO AIR HANDLING UNIT. TELLER MACHINES. CONTROL AND AUDIO CABLES ARE FOR TELEPiME AND DATA (.INE 01$TRIBUTION INTO PROVIDED BY BANK EQUIPMENT MANUFACTURER AND ARE o .TELLER COUNTER OUTLETS.. STUB(1) 3/4" EMPTY CONDUIT RECEPTACLE SHALL BE CONCEALED BEHIND ELECTRIC WITH PULLWIRE INTO CEILING SPACE WITH INSULATING `J WATER COOLER. SAME AS NOTE #2 EXCEPT, FOR ELECTRICAL PANELBOARD, m BUSHING FOR TELEPHONE AND (1) 1" EMPTY CONDUIT CONTROL PANEL, TIMECLOCK. LIGHTING CONTACTORS, ETC. PAINT PLYWOOD BACKBOARD WITH GREY COLOR WITH PULLWIRE WITH INSULATING BUSHING FOR DATA. 10 CONNECT TO TIMER AS PROVIDED BY MECH. CONTRACTOR. n� W V V BOX ABOVE CENTER OF OPENING FOR NIGHT DEPOSIT BOX. MOUNTED AT TOP 48" A.F.F. FLOOR BOX EQUAL. TO STEEL CITY CAT, # GAB-6/AFM-6 O 3/4" THICK FROM FLOOR TO CLG. x LENGTH AS REQUIRED PLYWOOD BACKBOARD, PAINTED WJ FIRE RETARDANT 11 RUN CONDUIT IN ELECTRICAL CHASE IN TELLER COUNTER. (1) DATA, (1) TELEPHONE OUTLET AND (1) SECURITY PAINT, SCREWED ON WALL PROVIDED BY GEN. CONTRACTOR 12 MOUNT ALL TELLER CRT (DATA) OUTLETS O 48" A.F.F. Cu e FOR BANK TELEPHONE EQUIPMENT. MOUNT RECEPTACLES m UNLESS OTHERWISE NOTED. WITH PULLWIRE FOR LOW VOLTAGE CONTROL CABLES FROM Q1 FLUSH IN PLYWOOD. PROVIDE #6 CU. GROUND CABLE TO EAOH, BLOWER;- PACKAGE CONTROL BOX. (COORDINATE WITH VENDOR'S SHOP ,DRAV4'GS.) MAIN BLDG ELECTRIC SERVICE G ND. CONNECTION W/ 15' 13 PROVIDE 1" C. (CAPPED) STUB -OUT UNDERGROUND TO En o OF SLACK AT PLYWOOD. ALL TELEPHONE HOMERUNS ON LANDSCAPE AREA FOR IRRIGATION SYSTEM EQUIP. CJ THIS SHEET SHALL BE RUN & TERMINATED W/ BUSHING COORDINATE LOCATION WITH GENERAL CONTRACTOR PRIOR ABOVE PLYWOOD. TO ROUGH -IN. O3 SUPPLY TYPE "MCG"- "DLP" SERIES SURGE PROTECTION 14 PROVIDE 4" PVC (SCHED. 40) CONDUIT WITH PULLSTRING FOR MAIN TELEPHONE SYSTEM. ELECTRICAL CONTRACTOR O 30" B.F.G. TO TELE. BACKBOARD, SEE 'POWER PLAN NOTES' SHALL COORDINATE WITH TELE. VENDOR ON QUANTITY OF NOTE #2. PROVIDE LONG RADIUS RIGID GALV. STEEL C. FOR INCOMING LINES AND TURN OVER TO OWNER FOR SWEEPING ELBOWS AND RISER PENETRATING FLOOR SLAB. INSTALLATION BY TELEPHONE VENDOR. ELECTRICAL COORDINATE THE EXACT LOCATION OF THE POINT OF CONTRACTOR SHALL CONTACT: E.J. RUTH & ASSOCIATE O CONNECTION WITH TELEPHONE SERVICE NEAR PROPERTY 561-234-5460 PRIOR TO START OF CONSTRUCTION LINE AND ALL SERVICE ENTRANCE REQUIREMENTS WITH (NO SUBSTITUTIONS) THE TELEPHONE CO. PRIOR TO ROUGH -IN. O ELEC. CONTRACTOR SHALL PROVIDE 1" C. FROM TELLER 15 3/4" EMPTY CONDUIT WITH PULLWIRE FOR TELEPHONE OUTLET. AREA ABOVE CEILING TO TOP OF PNEUMATIC TUBE TERMINATE CONDUIT WITH BUSHING ABOVE ACCESSIBLE CEILING. ENCLOSURE FOR VENDOR TO INSTALL CONTROL CABLE FOR ATM WHICH SHALL RUN PARALLEL TO THE PNEUMATIC TUBES 16 PROVIDE 6" SQ. JUNCTION BOX CAMERA CONTROL TYP. VERIFY EXACT ROUTING AND LOCATIONS WITH CABINET. LOCATE O 62" A.F.F. REFER TO SHEET E-3. VENDOR SHOP DRAWINGS PRIOR TO COMMENCING WORK. (VERIFY EXACT LOCATION.) 0 PROVIDE CONDUIT AND WIRING TO ATM BUILDING. SEE Q PROVIDE 2" x 4" x 2-1/8" DEEP WATERPROOF JUNCTION BOX PANEL SCHEDULE FOR CONDUIT AND WIRING REQUIREMENTS. BENEATH DRIVE IN CUSTOMER UNIT FOR 120 V. REFER TO PROVIDE ONE -1" CONDUIT• AND WIRING FROM STUB -UP VENDOR DRAWINGS FOR EXACT INSTALLATION REQUIREMENTS. LOCATION TO ATM ELECTRICAL PANEL COORDINATE WITH 18 PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX ABOVE DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION AND CEILING FOR EACH TELLER UNIT TURBINE PAC. ELECTRICAL ROUTING OF ELECTRICAL CONDUIT. POWER TO EACH TURBINE PAC SHALL RUN THROUGH TELLER TERMINAL. PROVIDE SEALTITE FLEX CONDUIT BETWEEN O6 VERIFY EXACT LOCATION OF RECEPTACLE WITH SECURITY JUNCTION BOX AND UNIT. COORDINATE WITH BANK EQUIPMENT CABINET VENDOR'S SHOP DRAWINGS PRIOR TO ROUGH -IN. i MANUFACTURER FOR EXACT LOCATION AND INSTALLATION. 1la L --.J l I li ELECTRICAL POWER I DISTRIBUTION TO i REMAIN AS IS -� DURING AND AFTER - ! _ REMODELING. -- . I I F1Ll .r_ © PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX FOR MERCHANDIZING DISPLAY. COORDINATE EXACT LOCATION WITH MERCHANDIZER INSTALLER PRIOR TO ROUGH -IN. ® PROVIDE ONE 1" -EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR COMMUNICATION LINE. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. Q PROVIDE ONE 1"- EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR ALARM CONNECTION. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. 0 PROVIDE SINGLE GANG JUNCTION BOX FOR ALARM SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE 3/4" C. WITH PULLWIRE, FROM JUNCTION BOX TO ALARM CABINET. ©0 PROVIDE ONE 3/4 CONDUIT WITH PULLWIRE FROM EACH CUSTOMER TELLER UNIT TO TELLER AREA FOR CONTROL WIRING. STUB -UP CONDUITS UNDER TELLER'S WORK DESK, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 3�1 PROVIDE ONE 4" -SQUARE JUNCTION BOX UNDER TELLER COUNTER FOR ALARM CONNECTION. ©. PROVIDE PLUGMOLD WITH 6 SINGLE RECEPTACLES. WIREMOLD CAT. N0.-V24GB306. VERIFY WITH SECURITY SYSTEM VENDOR FOR EXACT LOCATION. CONDUIT FOR VAULT TELEPHONE LINE. ®4 PROVIDE 4" -SQUARE JUNCTION BOX FOR ELECTRICAL CONNECTION TO SECURITY DOOR. PROVIDE 3/4" EMT CONDUIT FROM CONTROL CIRCUIT, ON DOOR. TO SINGLE GANG BOX IN WALL (48" A.F.F.) FOR ELECTRIC STRIKE CONTROL. CU -1 01 ...................... PP -36 CU -2 POVYER GENERAL NOTES: 1. REFER TO SPECIFICATIONS ON SHEET E-5 2. EXACT QUANTITIES OF WIRES IN ALL CONDUITS SHALL BE DETERMINED IN THE FIELD, BASEO ON "NEC" REQUIREMENTS. 3. REFER TO "VENDOR" SHOP DRAWINGS AND SPECIFICATIONS FOR COMPLETE ELECTRICAL REQUIREMENTS AND OTHER REQUIREMENTS NOT SHOWN ON THIS SHEET, (REFERENCE SHEET E-3). ELECTRICAL CONTRACTOR SHALL REVIEW "VENDOR" DRAWINGS do SPECIFICATIONS BEFORE BIDDING THIS PROJECT. LATER CLAIMS FOR LABOR, EQUIP. OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 144F DFW44 Mp CU�a" DEPM hNlf^ Aft 1►! DOLE PROPER' p' % D)KW IIID WEDDMO AM-"" 1 "L*#4M, 4A, W, 4P WrQnm-1 lor( X"81" CN OEM Gr *wb DA Aw, IB AUTwCiE= 8 19 POWER PLAN NOTES ONPOWER PLAN NO S TINUFQ PROVIDE 3/4" EMPTY CONDUITS WITH PULL WIRE FROM EACH — 1 Ln . ISLAND TELLER UNITS TO JUNCTION BOX IN TELLER AREA, S NOTE 0. FOR WIRE AND CABLE REQUIREMENTS, SEE NOTE 20 . 0 m 0 PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX 34" A.F.F. W � UNDER TELLER COUNTER, CONTINUE CONDUIT TO ABOVE N S3 WINDOW AND TERMINATE IN 4" x 4" x 2" JUNCTION BOX. t JUNCTION BOXES INSTALLED FOR CONTROL AND AUDIO OF OQ TELLER MACHINES. CONTROL AND AUDIO CABLES ARE PROVIDED BY BANK EQUIPMENT MANUFACTURER AND ARE o INSTALLED BY ELECTRICAL CONTRACTOR, COORDINATE WITH o BANK EQUIPMENT MANUFACTURER FOR EXACT LOCATION OF CONDUIT AND JUNCTION BOXES. rn ^� 21 SAME AS NOTE #2 EXCEPT, FOR ELECTRICAL PANELBOARD, m CONTROL PANEL, TIMECLOCK. LIGHTING CONTACTORS, ETC. PAINT PLYWOOD BACKBOARD WITH GREY COLOR _ Ln PROVIDE PROVIDE POWER TO (NIGHT DEPOSIT BOX. MOUNT JUNCTION n� W V V BOX ABOVE CENTER OF OPENING FOR NIGHT DEPOSIT BOX. Q FLOOR BOX EQUAL. TO STEEL CITY CAT, # GAB-6/AFM-6 CAPABLE OF SUPPORTING (2) DUPLEX RECEPTACLES, ' (1) DATA, (1) TELEPHONE OUTLET AND (1) SECURITY DEVICE (COORDINATE' WITH SECURITY VENDOR) Cu e ELEC. CONTRACTOR SMALL PROViDE'(1) 3/4" EMPTY CONDUIT m WITH PULLWIRE FOR LOW VOLTAGE CONTROL CABLES FROM Q1 EAOH, BLOWER;- PACKAGE CONTROL BOX. (COORDINATE WITH VENDOR'S SHOP ,DRAV4'GS.) co $ 0I SATE EXACT LOCATIONS AND CONDUIT ROUTING WITH En o SHOP ORAS. NOTE: 114ME NOTES MAY N TOPPLY Tp TkIS DRAWINQ CJ © PROVIDE ONE 4" x 4" x 2" DEEP JUNCTION BOX FOR MERCHANDIZING DISPLAY. COORDINATE EXACT LOCATION WITH MERCHANDIZER INSTALLER PRIOR TO ROUGH -IN. ® PROVIDE ONE 1" -EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR COMMUNICATION LINE. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. Q PROVIDE ONE 1"- EMT CONDUIT FROM ATM BUILDING TO TELEPHONE ROOM FOR ALARM CONNECTION. COORDINATE WITH DIEBOLD SHOP DRAWINGS FOR EXACT LOCATION OF STUB -UP. 0 PROVIDE SINGLE GANG JUNCTION BOX FOR ALARM SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE 3/4" C. WITH PULLWIRE, FROM JUNCTION BOX TO ALARM CABINET. ©0 PROVIDE ONE 3/4 CONDUIT WITH PULLWIRE FROM EACH CUSTOMER TELLER UNIT TO TELLER AREA FOR CONTROL WIRING. STUB -UP CONDUITS UNDER TELLER'S WORK DESK, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 3�1 PROVIDE ONE 4" -SQUARE JUNCTION BOX UNDER TELLER COUNTER FOR ALARM CONNECTION. ©. PROVIDE PLUGMOLD WITH 6 SINGLE RECEPTACLES. WIREMOLD CAT. N0.-V24GB306. VERIFY WITH SECURITY SYSTEM VENDOR FOR EXACT LOCATION. CONDUIT FOR VAULT TELEPHONE LINE. ®4 PROVIDE 4" -SQUARE JUNCTION BOX FOR ELECTRICAL CONNECTION TO SECURITY DOOR. PROVIDE 3/4" EMT CONDUIT FROM CONTROL CIRCUIT, ON DOOR. TO SINGLE GANG BOX IN WALL (48" A.F.F.) FOR ELECTRIC STRIKE CONTROL. CU -1 01 ...................... PP -36 CU -2 POVYER GENERAL NOTES: 1. REFER TO SPECIFICATIONS ON SHEET E-5 2. EXACT QUANTITIES OF WIRES IN ALL CONDUITS SHALL BE DETERMINED IN THE FIELD, BASEO ON "NEC" REQUIREMENTS. 3. REFER TO "VENDOR" SHOP DRAWINGS AND SPECIFICATIONS FOR COMPLETE ELECTRICAL REQUIREMENTS AND OTHER REQUIREMENTS NOT SHOWN ON THIS SHEET, (REFERENCE SHEET E-3). ELECTRICAL CONTRACTOR SHALL REVIEW "VENDOR" DRAWINGS do SPECIFICATIONS BEFORE BIDDING THIS PROJECT. LATER CLAIMS FOR LABOR, EQUIP. OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 144F DFW44 Mp CU�a" DEPM hNlf^ Aft 1►! DOLE PROPER' p' % D)KW IIID WEDDMO AM-"" 1 "L*#4M, 4A, W, 4P WrQnm-1 lor( X"81" CN OEM Gr *wb DA Aw, IB AUTwCiE= 8 V — 1 Ln . 28 06 — 1 W � t OQ OF o W n� W V V Ei9 1 aA 4mm E-2 . r r �� , :� i��o �* *��,'FY .�`. � R+�hJ`"w. ; s`,'Ycj$'. '.! � . • t ,} � x _ , 8 � OD OC-)- � N op �\ in u i OC-)- 1 oC-) y in -13 a pb O N U'I N O L C 7 7 7 t 2 b cri W n m rn rn AWE *mtro E-3 a