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8-25-14- Handout- ABCC Entrance Feature
0:: ::::- a 2 ct rA . f f` fkM I1/11,7 Nf., 2 4i �� e tie - o 1 4 4 \ C C • •,....\- ----fr \ _t_ cR, ' ...„, i OS j Fa l eloo s _ L VA HA I ` / IDRI \/ 4 I 1 AN I IC 5 !- AC , IlO F A snlINOLE ROAD / S I VA MAFIA DRIVE ENTRA \ C ILA - U _ JUNE 30 , 201 ! ARCHITECT LANDSCAPE ARCHITECT STRUCTURAL ENGINEER C O � ‹ I� � c A CI II ° C S U � _ E \ ICS S - LPI � , 5 \1 IN IN INC . 904 - & 2 & - 3452 904 - 333 - 1403 904 - 0Se - 240i cliffQarch - cd .com kelimoreecomcast re et jhuisengAbellsouthnet 4 OF4 67 CABBAGE PALM — TO REMAM - 39, I,r,�' _ - - - - - - EUTI-IENICS ISED — �'� STUDIO r B8, - ANTES WALL , Ippi i''/ -- - 2' WIDE GONG. \ 3`�' NED \ LAND ARCHITECTURE CONTINUOUS i 1,�� L, ��\ • ,FOOTING \ �R FF URBAN DESIGN IMO TOWER CENTER PLANTE -. / I �� ��•� `A°�� \\ ` , SEE B REMOVE BRICK COLIFN 904 246 6219 / \ C36) AND FOOTINas 904 241 8382 Fax CIRCLE la ���'� 1 \ 14' LAURE OL AK \ kialimc sicanwetnet 4, • \ , ,., I \ \ FLORIDA REG. NO. 1160 \ \\i� , \� \ RELOCATE GEORGIA REG. NO. 668 \ v ELECTRIC 4 \\\ \\ 6 REMOVE tf \ H2O METERS \ 24' LAUREL OAK• n 1 \ R1 O Eiti \ •OLD MASONRY WALL LoCATIGN FOR PEP. CONCRETE D DRIVEWAY w-> 1 I TO IRE 1AIIN r ilf Alf ..:CAL NEW 6' HEADER O GURJ_�.. \ . AT SP. 4' WALL \ BRICK PLANTER ISO' LF 4 510 WALL TO C.CNC,c TE \\ BE REMOVED/ ,�^ DRIVEWAY S\ It tt 1� — , � , S E L V A MARINA DRIVE / CCNTlNUc i$ PERIPHERY 0 .7` R -10vE BRICK COLU6- , SILT FENCE MOVED AFTER CONTINUOUS PLANTER AND FCOTtN3 HEADER CURS 15 PGl1F5D SILT FENCE DIRECTIONAL SIGNS (_ / \ TO FMAIN V/ j\ ' f -(- \ 1- H U PLAN LAYOUT \ 5 ^cLVA MARINA DRIVE / al U) n 9' CHE,RROY II AOR'�EL\ r"---' 0- (�� O Q O AND UNDERBRUSH / / U Q U- Z UMi4 It, CCNCRET'E q ;It., Q m DRIVEWAY 1 III1 , m N 0 ea z © Q p Q ti LOCATED Q 0 tom- Q 0 METER /lB 1 Q LIGHTI CONTROLLER ` a S. tt R \ I _lk -A:� t"�LOGATEO ? ELECTRIC _�`.. METER Y r {_ m co 120 V C r1 SOURCE ROAN METER - SHEET TITLE SELVARMARINA II SEMINOLE MEDIAN SIGN DEMOLITION PLAN DEMOLITION 9' ALUMINUM 4 LAYOUT ELApcCKKR,D, at°EL PLANS MOUNTED TO MASONRY WALL SEE D WI DATE ISSUED TOWER FLOODLIGHT JUNE 30, 2014 -11- KICHLER 15152 LED 12.4 W, 35' FLOODLIGHT REVISIONS LOW WALL FLOODLIGHT 3 W 35RLIGT D 13 FLOODLIGHT TOWER SPOTLIGHT KICHLER 15151 LED SCALE -t- 12A W, 10' BPOTLIGHt Is = 10' ir LIGHTING PLAN ' H SHEET LS - I off 4 I-DDB MAGNOLIA PINESTRAW MULCH BASE C OF • F EUTHENICS ST. AUGUSTINE SOD S-00 SF _ • a sruDlo + + + _ + + + + 0 LAND ARGFIITECNR£ + + + + + + 3-NELLIE _ _ • 'a URBAN DESIGN iNG + Pao-- • + 4- + . + 4 + 4- + + HOLLY- le' SP • t��' 904 246 6219 + + + + + + + + + +4- MULCH STRAW •+ 4- + ++ + ++ + + MULCH ONLY a 'Rik W4 241 3332 S fax + + + + O + + + - C �!� kallmore•comcastrat PINE STRAW + + +%11iip ,...P. © R.OA G- NO. IW0 MULCH ONLY + + + \ GEORGIA REG. NO. 669 + G 4-io 310-DWARF 220-AGAPANTHUS ASIATIC\31 SMINE • •2- QUEEN TIMER C C + • - -�' . ETTi IA' LILY C fr 31�• C I-DDS MAGNOLIA A ���i • C Av PINES I KA GMULCH IA BASE \ pp� • ✓ e SF-A nJAL • \ \ :��:�.�. COLOR C 'ii• ti " CAL 44* Av AV dire \\ \ •G \ •Gv cv n N. BER WAW O • V _I ( ) 0/ -LANTi \G 'LAN z i z UJ W Q kf ? ei iRRICIATION PLAN o__0 a c7 0 w � z � MEDIAN SIGN PLANT SCI-IEDUI_ E I >. g _ QTY. KEY COMMON NAME BOTANICAL NAME SIZE i- 14-I-IT SPREAD REMARKS 0 et i r a 2 Mra DD- 5LANCHAm MAGNOLIA MAC-NCLIA GRANDIFLCRA 'DD- ELANO/44PD 6' CAL I6' - 18' 10' - I2' STRAIGHT, FULL TO BASE LEGEND HEAD KEY 4 lll Q 4 at O w NotRo s• R1-aeR (1) W } Ca 3 NRS NELLIE STEVENS HOLLY ILEX COr 4UTA ' NA STEVENS' 65 GAL 10' - IT 6' - l' FULL TO BASE, TRIMMED ID. DESCRIPTION CrtCIFICATICN ,4 R:uveim tsta PICH PCP I I I.I. D fa U Si WATER SOURCE I' irrigation Meta- by Contractor 9 RARt9ir'�D $1 POSER LL1 O - z 2 OH CUE'•.7-! EMMA LILY CRINUM AJ�GtU`Tl1M 'QUEEN EMMA' 15 GAL 3D' -36' 3' - 4' FULL, SPEGIM_^.V =trtEVT AO Z 0 Q Cu 220 AA AGAPANTHUS AGAPAVTJ;i1S AFRICA:NUS I GAL I6' CcNiA�LLE4 ,Rf'*bkd EY, 45tattrn Clock iae i� - tso IS' 4-BIB MIN- 0 R4' "F° - 13T U J S0 4 >-t BALL VALVE 2' Brass wNalve Box n 580 TA DWARF Mt I ASIATIC JASMINE TPACWELOSPE ASIATICU I GAL 4' 14' FULL, 3-RUNNER MIN. FOOL SAO.'ff .0J DEVICE Watts 001-QT-I5 c0 RARlt3IRD • I344 Q aco $p AG AN.\UAL COLOR SEASONAL MASS PLANTING 6* POT - - MIX ORGANICS INTO BED 3 =' MA1NL64" 2' CL 200 PVC DO ;aAn:ni� • Ina / L 500 SOD ST. AL'GUSTINEGRASS STENOTAPHRLY-I SECUNDATWi Ib ' X 24' DTI `.�-C-EYING 4' Polyethylene or SGH 40 PVC EC/ RAn•nl� • 4'SST .ter' FRESH LATERAL PIPE CL 240 PVC Pressure Fipe \� 530 °.,F SCO 'CELEBRATION' DCRMUDA CYNOOGN D.ACTYLON 'CELEBRATION' 16' X 24' FRESH Q VALVE hJI-IBER Ratr,6ird PGA 50 GO RANNRo - A'E3T ® VALVE SIZE {— Grim H0 R4Nal - IaTT C6 vALVE Rafrbird FGA 50 eeO Rammo - 1 crrt ruseaLEA 4 A 0 RAt a1PO vAe! SEWEs NOZZLE cm0 R4Mn11Fo NOZZLE oTVaR 11444 IV R IRRIGATION NOTES 0 RAau+fiosoes - tare->aPARTCIRCLE 0 RAA'31%O 5006 - ra'nx-35 R!LL CIRCLE SHEET TITLE I. Irrigation Contractor and boring subcontractor shall be responsible ( MOVE ALL CONSTRUCTION for calling and Identifying and verifying all utilltee before digging. E AESCC SLVA MARINA DEBRIS FROM PLANT BED 2. Irrigation Contractor shall be rea sible for all applicable SEMINOLE FULL PROVIDE POSITIVE DRAINAGE APPROVED SILT FENCE g MEDIAN SPACE FABRIC STAKES 2' WOOD STAKE fees, permits, roadway safety concerns and Maintenance of Traffic. SIGN 3. All PI and Wire undo paving shall be placed In directionally DEMOLITIOtN 4' PINESTRAttJ MULCH pa I ng p :'� �♦ ���•J�•ii•• �i bored 4' Polyethylene sleeves. Sleeves shall extend 5' into FABRIC 04 •••a •• yip•••••••••••00••• 4 LAYOUT BED ' i' CONSTRUCTION SIDE — •••s •� i•••i0•i•O�•PO••Ri•• plant bed, each end. EDGE - �` s ♦� ••••♦ ♦••• ••••♦ T►•• `� e �� _ ItI: Pi( D PLANT AT LEVEL GRADE •� PLANS X • � ' L•�` fh ►l • 4. Mainlines shall be buttd to provide a minimum cover of IS',��4\ '+�._,. 6' SOIL MIX !I/3 COMPOST, *m4- • . e ✓?4.i FABRIC TUCKED IN In uuhlle ail Laical Imes stall have a minfmun of 12'. 2/3 TOPSOIU`l• 3' BELOW GRADE •+• DATE ISSUE��ii ROTO-TILLED INTO SOIL N BOTTOM OF FENCE N ••A 5. The Contractor should take care to reroute piping as JUNE 30, 2014 rr � �, � necesea to avoid utilities and tree rootbalie. �i\i iir``gr r It at i I AI i.� al I i tl I I 111 tt!f iTs IliTiff/Va t'��'i"""?n��-rk . . I REVISIONS r : err COMPACTED EXISTING SOIL BACKFILL l pG+)?7.CON+•aoTaN • ti EXISTING TOPSOIL FREE rr i 11 6- All SpOrklers mall be site adjusted to prevent water CF LIMEROCK AND DEBRIS overthrow onto roadway surface. Heade shall be set with flex-pipe 3' from edge of concrete curb. (A\ SHRUB / GROUNDCOVER PLANTING DETAIL rB� SILT FENCE DETAIL I. All Piping downstream or Solenoid Valve to be Ct. 200 P.V.C. SCALE L.52 NTS \LSD NTS S. All Valves shall bepr programed to run between 3:00am. to I' = 10' w 6:00 am. and installed and tested with fresh batteries. 9. Install Backflow Preventer as dose to Right-of-Way line NORTH as possible and in a protected area if possible. SHEET 1a All spray zones shall run for twenty minutes three times a week LS - 2 CF 4 April to September and twice a week October - March . Q F _ f- f I r D I Z -4 C) N lT w ft■'. , r m 6�1!i~! ~ 1 :I 1 1- < ] w._i••�9 -_2-_ •M� 1ST 1 ;, , D .O i• , - �P: I I! 1 i,j " 1. e:1� 1 __ __' !, I �; -Nom 1 _ ----__ ligralif. . 14E-i!, 1)- l Cl IjIlIll �- r_ n=■ 1�'•r1 1 -- am -• I ,', D s1:�!', \I Z , --4 70 r r 4, 4+1 OF n EUTI-4EN ICs 2x4 WINDOW BOCK STUD 10 _7t4 2x3 WINDOW SASH FRAME LAND ARCHITECTURE COMMUNITY PLANNING CUSTOM CUT RAIN GLASS URBAN DESIGN 904 246 6219 tn SO4 241 8382 fax RIPPED 2x0 SILL kstlmoraacomcaaat PT, KDT n, PRIMED t PAINTED FLORIDA REG. 140. 1160 ■'I GEORGIA REG. NO. 668 SECTION & ENTRANCE TOUTER CAP WALL 6- / 11 ' — O " I. SEAL 6 , _ O „ ,k- 4, $ n5/8 STRUCTURAL COPPER FINIAL N\ SHEATHING 10' SPHEfC- WITH /� STANDING SEAM 741 BASE. AND SPEAR TOP COPPER ROOF 24' F- 1T-HT �I o \ 1 X 3 PURLINS EXPOSED �� 'L=- 2 EAVE ONLY. El 14. 2 X 6 RAFTER & TAIL f+'(U r%' T. KUT 42 2 a 3/8' BOLTED " ' PRIMED & PTD STANDIPG SEAM COPPER OOF f R CONNECTIONS - SEE � - ---5/8 T & G 4 (1 STRUCTURAL CEILING k W. DOUBLE 2 X 6 RAFTER w 6 X 6 HEAD & SILL r. _ _ • --� \ Q } Q 1 pppr TAIL PT. KD7 &2 UST1: C T STRUCTURE X1(11 SINGLE 3x'o DIAGONAL t N 0 PRIMED & PTD RAIN rLA KDT PT ➢2 1 77 .-il PT KDT 'L - ,-,'LIMED 1 PTD SINGLE 3 X 6 DIAGNOL g I PRIMED & PTD I Q Q Q P7. KDT 42 - PRIMED & PTD / '� 6 X 6 HEAD & SILL .—f ' r ( l (Y Z it 6 X 6 VERTICAL STRUCTURE 2 - 1 (U V .� Q j Kr STRUCTURAL MULLIONS ROUTED COF 4 S Z 0- � PRIHED & PTD 'Q 4 CONNECTOR-WELDED 2 X 6 APPRON 1.,■111■■L,�I. U Q Q Q (Q STAINLESS STEEL 316 PT. KDT ➢2 PRIMED & PTD ` m w U i X i BEVEL CUT SELL Il t Q v `n Z IT- & 2 X 6 APPRON '.. r ~ @ Q PT. KDT 42 PRINED & • Z Q Z ani 3'X3' ABCC -1 LCC-0 Ft IN ••■��� �s N Q — 4 PTD COLOr<tD 3-D PLASTIC FLCSIN I- W/ 55T MOUNTING TABS mmar 2x6 STUD WALL SET Ilh ' CF GF SHAKE FACE .1.1■, II III 2x6 42 - SEE 1�������� STRUCTURAL 11 1# c 1 5/8 STRUCTURAL (� <C SHEATHING BLUE LABEL CEDAR i■■,■111.1■1■,■III CORNERS ALTERNATELY BUTTED '.■I■,■I■.■,■.1�'. .I c--1 1II11■It■1■�■1■1111 I (U 1--- BLUE LABEL CEDAR ,■.,■1■1■11■1 cu 4 I REBD I1011111I � ii `-' (1) 3• DEEP CEDAR 1■�1■I■■111■■I■11■1 SHAKE ROW MIMS i =IIIIIII•1IIIIIIIIIII IM P II ■1I�1111M1 EM 1111M1 SHEET TITLE (3) eHfl E CEDAR 4111 'EMI' 111111 AB CC ACC 1 ■1■1__ISO■1.1■1■III SELVA MARINA/ 2 x iD RIPPED TO SEMINOLE ACHIEVE BELLOW m 145' R / / i D SIGN � �� � SEE MEDIAN f /III■■1111■1 BIM MIL ✓\ BED MOULD - CYPRESS I0' BRICK POCKET ,..11■I 1111 III I MIMI / / PRIMED AND PTD. `.1% CIRCULAR MASONRY RETAINING - ° __ . . ..__ _.. - _ 1111 _1111. / \ 3' X 3/4 f® PLANTER WALL, ROWLOCK CAP PLANTER \ 2 X 6 APPRUN �_: G\ \ ` \ PT. KDT 1t2 PRIMED & 0 4 COURSES 8' CM CORE 1.•t, 1 - ' `.: NIDWA AAY TRAY ;lIVIDI IP DIASX � ,' N Jti�'aM$WIt'M1114IV �d9'v,�r"/rlYD(t 'tl7.M - cL M . ` \ PTD S. BRI LEDGE 12 COURSES BRICK VENEER 1--1 1 : ricc./ 9 — O °x�\/��� DATE ISSUED PTD QUEEN SIZE BRICK W/ 6'40 EL, 24' O.C, FILL CELL ,.-9,.. ���" I JUNE 30, 2014• MFG. MATCH CLUB HOUSE ' FOUNDATION BY W/ MORTAR li �� CONCRETE TOWER FOOTING I �`x%' I �E N ~ tI STRUCTURAL ENGINEER BRICK VENEER L'i�Ni SEE 5-i �4`N� 1 f I ' ' REVISIONS SEE S-I PAINT TO MATCH 4 1 \iii 1 s I It 6' CONCRETE I .•v �I I 1 - � HEADER CURB L.II. i �. i W f CIJ 10' X 24' CONC. FOOTING \ Nitr46'I11AAYA61LAWIAAINLiAtfi�Y1WN{ 1 I W/ (2) Mt BAR CONTINUOUS =11.=11:J1=11- .11=11=J1�=11= 1 -..NOM / SCALE PAVEMENT . c \ / O :_., a ;:., . . :;- : E, 1 ( I- ‘1/46-3/B LONCsITUTIONALSEGTION e ENTRANCE TOWER = E�_1E. . \ 11.=1f.=.11=11=1 / ---- - COMPACTED SUBGRADE \ � NORTH ' ELEVATION e ENTRANCE TOWER N / SHEET ` / LS - 3 G IIP EUTHENICS STUDIO rein CIRCUL?Wilt:CK PLANTE L LAND ARCHITECTURE Cannily PLANNING URBAN DESIGN TOWER BASE OUTLINE 904 246 6219 9 x 9 904 241 8382 Fax kellmaaicamcaetnat -•, COPPER STANDING R.OPoOA REG. NO. 1160 SEAM ROOF GEORGIA REG. NO. 668 DBL. AISLE BRICK ROU.LOGG CAP Iti SEAL y�, / ARCH.T VERIFY Lt iN4:M LETTERS /\� % �\ - / N EPDXED DCUELS //�// / / Il PLANTING \ ,\\ \\ \\ imir // / / ;LSD \\ \ \\// I ID. LETTERS, PAINTED `- 'o' CONCRETE HEADER CURS \ /\/\. , \_ 11j ' BLACK, THREADED DOII:°L J`� //\\� GAP FONT EPDXYED NEW TIMES ROMAN'\�\\< /E3 PLAN e ENTRANCE TOWER '\ /\ BORAL BRICK - 'MOSSY OAK' i Q PAINTED CLUB LIMITE Q '. ° P7 15/- UlLin _Alt p • ....an ....�U>•�. > Q L.! p • . 1111111111 11111111 I 4 = Q U , ,� . � Ii-1I I-111=-III- �■" � U a Q Q W X11 :041I„flHll,;,lll— w > m =1 f 1= i■111■■I �I■■■I■I III - m o A SECTION e SIGN FACE RETAINING WALL i■ � r `• "Ii- • • ' 0 co �s ■ir 1■■■■ m Q e I llli■rl■III■In 7 <I■■II ■■1■■■■■■I■1■ MU I 11111111 1E1111 II I■■■I■I _ I■■I■■■■1I 4 111■111111 11111■■■I III I I I 111 1 I 11 I I i 11 1 111 SHEET TITLE 29' - 0' &ELVAA MARINA/ 111111111111111111111•ItU1111111111111 1•INIIII= III= SEMINOLI- ■I■■1111■■■■■■■II■■■III ID.LASER CUT ALUMINUM MEDIAN I.D. LETTERS, PAINTED /III■■1■■II�1■■1■■1■It BLACK, THREADED DOWEL SIGN BORAL BRICK - 'MOSSY OAK' ` EPDXYED TO DRILL HOLE PAINTED CLUB WHITE ,■■11■1 ■I■■■III■I■1111■L. LS4 �' FONTA/LSEU TIMES ROMAN' SEE BRICK ROWLOCK CAP --*.--I 4 0 DATE m i ' AT L ,A \I T I G B , G 1-4 C O U \ I I Ry C LL 1, , JUNE 30, 2014 REVISIONS 6' x IS' CONC. CURB W '46 BAR CONT. MI NIMUM' li cn il1nMOU _ ROADWAY -E C) ELEYATIO\l e ENTRANCE SIGN / TOWER NORTH ® LS- 4 LS ® LS - 4 4