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1175 Atlantic Blvd Urban Farms DRWGS�✓i A cQi �I ans 1 1175 Atlantic Blvd From Architectural Site Plan 9/22/16 2 STORY METAL BUILDING _ 2 STORY METAL BUILDING S� c NOO29,OJ"W 289.76, SILT FENCE AROUND PERIPHERY OF PROPERTY, TYP. rn 18 CP ~I V X �-- 14 -------.--�-- o ------ — - — � --_ wLO� EUTNENIC5 16', 21 LO lio ICO • 1 cP II WL 2 15' LO STUDIO 6'10 8 L_ I 24' LO 23' LO IS' CP 3 ` LO LAND ARHI CTECTURE ro C3 ( l56 I 14 f'1 s 14'�LO URBAN DESIGN 18• INC CP I 6.14' CP • V 12 904 246 6219 S5 904 241 8362 fax 2 9• M 5� I 1' CC44 14' CP • 4 kellm-o-c ca.0 mK 13 CP R WL _Q00000, Z .� 36' LO FLORIDA REI. N0, 1160 R c� I v 61 6 5 GEORGIA REG. N0.668 o (40l3 32'GE 24 PN n A 1-1 2 I51 CE cP 62 Ia �CP y -A 1e• (�) 15 x E � 045' LO to 69 6HE SHEET L-3 FOR TREE ta' cE MITIGATION TABULATIONS (I {� seal • �-- 19f zI ~(0r3r 2io' LO [I'LLO l� _X 15LLOlomil ( rn t _ W ll- ! 69 54 2D LLo PROPOSED ( • % • �• 6/4 24' M 26• PI 122' PN d 55 20 RETENTION POND U �O 6 G Is• c P _ t3" O _ 4''CE 28. M 9 LLO 25 24 U 1 24 LLO U- Z c U q TREE TO BE REMOVED, TYP. TR QE KEY n l2', 12' LO 2 n j 1 11 14' CE - 14' CEDAR - v 22' PN 22' PECAN (,� > 13 , C34 T WILD CHERRY � � � Ul- ! O 1= 3' CABBAGE PALM 14' LLO p QUA V 24'4, Pi PI - 24' PINE o s DYIN.i LLO - Is' LAUREL OAK lao5 21 o lL !.. 24'LO - 24` LIVE OAK °. 20' PI - 52 { i �10' LO X28 l (� z IQ 4' CE 1 (D6r'C� 29 LU Z a u E- 11 4S 23' LLO 33 c LA O F LAJn cP Z = Q _I r _ 0 X 17 N 50 24cP 35 34 m �! � �"� I 1 °, 13' • ` 9' LLO U DISTRIbUTIONL 30 PACKING °tl 31 WC � 8' LLO GREENHOUSE 30 � 42 4� / r � �...� °. 32 ° 63 x 108')FFE 9.50 26 M. �' 12'CP ° (I 7 . ' V . �.. SHEET 71TLE 6800 SF± FFE = 9.50 i TREE C4 n °."° °�' REMOVAL 4 w O STOj�AGE 4 �°. h MITIGATION GA AGE C ° ❑F 30' 36 ti N SILT FEiNCE AROUND PERIPHERYElFFOF PROPERTY, TYP. E I. 9.50 44 18• PI 31t tr 24' PI 4, 15' 6' LLO-- .,° JUNEII, 2014 R X ® •16.P b°' REVIBICNB v ~ ® 69N0029'03"W 291.78' 45 3 42 �Ao N - Oo `•-- 15' C�.P I5• CP _W.. 9' CP V LLO 6 LL0 N \, rn 4a 2" Cn v SCAL 4 FM U FM24 —X— FM 24 t. 24 FM24 I = �(S68 'Od '90-0,9n "N'O) 1N3iN3,3d3 ,OZ X X FM X v ------ ®a, X NORTH SHEET L1 oF 5 PROTECTION OF TREES DURING CONSTRUCTIION Air protected ernes, preserved uld:story vaaggeteticn, and trees retelnxt For tree credit purouerlt to Sec 83Dbb. eMtl-be protected from Inj 9 ng any land clearing and canetructlon process in the Following marmar': A A temporary barrier =hail be constructed to prevent dieturbence of tFn -Ila Inimim of six (6) feet firm the tr rk at any poNit of an area equal to fill y (50) percent of the area within the drip fire_ The berriaro shall r in place oughout construotlorl. B. The develoPer shell not cause or allow the .baring of equipment, atorago or disposal of materials or waste materiels such es paints, solvents, asphalt, concrete, mortar m ora oaterial that may endanger the health of trees ar vegstetlon within the drither p line of protected trees. to grade G a.i tprotxtnenyyd none, andll !hare shell be no etaeiggsl 1 or fillor wcompactian �rith �oiir In no ru=nt shell motorized vaMclee orIpmslC Ix all owed to park on or traverse that arse within the drip if- of protectact tr=ee, nor Null any, or other mater{a's be stored within the barriers. D. No attachment, wir=e (other then protective guy wire&), signs err permits &hell be Fastened to a tree. E. All clearing and grubbing within protected tree area will be done with hard tools only. F. All root systems wields IM otective radius which o M er=as of prc�posxt improvomente shell L» premed bye q -tried tree Burgeon pHcr to =x -,tlon. G. tzvelcpare governing &hall poet eig6 govning vbe ee removal. tYn sign =hal! be MK e than two !2) Feet by two !2) Fest Irt .(-and shalt .cret=in the following: PROTECTED TREES ALL TREES MARKED TO BE SAVED ARE PROTECTED BY CITY OF ATLANTIC BEACP LAND DEVELOPMENT CODE. ANY PEIA IN DAMAG NG ANY MARKED TREES WILL BE SUBJECT UP TO A IN OF UP TO =250100 PER DAY AND A STOP WOW ORDER H. Standard& For protection oC trees on disturbed sites are contained In than p�Ilcatlon: Tree Protection Manual for Builder& and Devefoper&, pubileMd by the F !111 a Deparunart of Agrialtwo and Consumer Services, Printing Date Fabruary 2001 and evallabf= tVrough the Flalda Dopartmant of Agriaiture, Division or Fort. try, PLANT SCHEDULE COAG COMMERCIAL LOT DEVELOPMENT I TREE / 500m SF TOTAL LOT SIZE: }4230 SF TOTAL NO. 4' TREES RE ,NIDD . 1 TREE MITIGATION CALCULATIONS TOTAL I:i LIVE OAK INCHES REMOVED - 35' TOTAL LIVE OAK INCHES PROTECTED- 138' TOTAL 1:1 LIVE OAK INCHES PLANTED _ 24' TOTAL 3:1 WAIFDWOOD TREE INCHES REMOVED -355• TOTAL 3:1 TREE INCHES REQUIRED - 1t2' TOTAL 3:1 TREE INCHES PROTECTED - 281' TOTAL PALM INCHES REMOvW - 9l• TOTAL PALM INCHES RELOCATED - 139' TOTAL PALM INCHES PROTECTED - 103' TREE TO REMAIN X TREE TO BE REMOVED R ® PALM TO BE RELOCATED QTY. KEY COMMON NAME BOTANICAL NAME .SIZE:. SUCKERS, BROKEN AND HEICsHT SPREAD REMARKS 3 QV LtYE OAC QUERDUS VIRGINIMNA 4"-4 IV CAL. 14' - 16' T- 8' FULL, STRAIGHT, MATCWW, e m WASHINGTONIA PALM WA644INGTCNIA ROBUSTA t4' CAL / 2 X 4 FENCE POST, 6' O.C, 26' OA 1.- 9' RILL, STRAIGI.IT, No p N 6 CP CABBAGE PALM SABAL PALMETTO VARIES VARIES 1' - 9' RELG ATEO CN -SITE AS SFI..UN 2 C9 CRINIM LILY CRIN U'I SPECIES 5-G AL 30' - 36' 30' FULL, 5PECIMAK 9 LEAF MtNt 41 VO SWEET V15UR4." VIBURNUMOC-OPAT158ILM 3 -GAL 24'- 30' 18" PULL S6 LJ GLOSSY LIGU5T. RT1 LI-U TFI.^t JAPC.f' RICA 3-G AL 24' 16` KILL S6 BPJ BLUE PACIFIC ANIPER Y.NIPEF!U5 04INENSI5 'BLUE PACIFIC 3 -GAL 24'- 30' . 18• FULL 10 MC MLHLY GRASS MJHLEN5ER3iA CAPILLARI9 I -O AL 12' - 14` S" FULL 43 LC YELLCW LANTANA LANTANA CAMARA 1-G,�L- 8' - 10` 12" FULL s,b¢w eF 30D BAHIAGRAS°... PASPALUM NOTATUM 16' :c 24• F4644 MIX, TAMP AND WATER EXISTING- TREE PROTECTION BARRICADE 'LACE ACTED PLANT Mix NTS MULTI -TRUNK TREE PLANTINCs DETAIL NTS PROVIDETRUCTION T BED _ DRAINAGE PLANT AT LEVEL GRADE cul-•raTibos'„s @ �`` G n ROTO -TILLED INTO 5011 EXISTW, TOPSOIL FREE OF LINEROCK AND DE5RI$ GROUNDCOVER PLANTING- DETAIL NTS LEADER j FULL CANOPT UTN. �J STRAI&4T TRUNK FOR' TREES 2'. CALIBER sTAKE TREE tW U GA WIRE,aNp POKE 120 AROUND TREE UMTFJ P.T. WOOD.2 X 4 STAKES FLAGGING 4' PINESTIRAW MULCH EARTHEN DISH TO HOLD WATER INSTALL PLANT AT LEVEL GRADE EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS CONTRACTOR TO BE AWARE OF POSSIBLE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGCsING TREE PLANTINCT DETAIL NTS TIE FRONDS VERTICALLY, REMOVE FRUIT PODS. - REMOVE 1/2 FRONDS, CLEAN-UP FROND BASES CABBAGE PALMS UNDER 16' CF _LNIFORMLY CLEAVED -UP BOOT SCARS DO NOT NEED CABLING OR STAYS' ON THANK (3) 3A3' STEEL CABLE W/ HOSE WRAP, tURNBt1 _KLE AND MOBILE -HOME ANCHOR 4' DEPTH • 129• SPREAD 4" HIGH SAUCER W1 4' PINESTRAW MULCH RAISED GRADE. WHERE POSSIBLE B.ATER L MIX SPECIFIED. TAMP AND\Qj WATER INTO PLACE SET ;---OOTBA-L ON UNDISTURBED SOIL CONTRACTOR TO BE AWARE MIN. 3NR 0' ROOTBALL DIE OF P05515LE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGGING PALM PLANTING DETAIL PLANT ZED PROVIDE POSITIVE DRANA62 MA14T AT LEVEL GRAD 3" PINESTP-Aw ML 7 ♦, r' Jl Yrd�i:,,1TAMP A40 WATER 2RIN)ROU ME TYS TO PO SPECIFIED PLANT : IXROTO-TILLED INTO. SOILOi o >- Or LIMRRO�CK AND DE SHFW5 FLANTINcz r->ETAIL NTS EUTHENICS STUD 10 URBAN DESIGN 904 246 6219 904 241 8382 Fax luslMnoreecomca strut FLORIDA REG. NO. 1160 GEORGIA RI-- NO. 668 VJ i fL LL I�4, Z V LL LL d �n u > 13 Ul Q LL: Z mU U �< U z� La -2 t t PLANTINCs DETAILS MITTIGATION TABLES JUNE II, 2014 REA510 4S ALE V - 20' c NORTH iHEET L3 OF 5 REMOVE VINES AND DEAD WOOD FROM TREE. REMOVE SUCKERS, BROKEN AND MISSHAPENED LIMBS TO IV. ERECT WOODEN OR EROSION. NET TREE BARRICADE, 42' HT. L VEGETATIVE HEAD, 1' - 8' AROUND ENTIRE TREE DRIPLME DO NOT DISTURB GRADE WTHIN DRIPLINE 4 CANES, 5' CLEAR TRUNK DO NOT STORE MATERIALS DEBRIS, OR DISTURB 901E WITHIN TREE iAUCER FOR WATERING, APPLY / 2 X 4 FENCE POST, 6' O.C, eINE5TRAW MULCH / W/ I X 4 RAILING, AS SHC(uN MIX, TAMP AND WATER EXISTING- TREE PROTECTION BARRICADE 'LACE ACTED PLANT Mix NTS MULTI -TRUNK TREE PLANTINCs DETAIL NTS PROVIDETRUCTION T BED _ DRAINAGE PLANT AT LEVEL GRADE cul-•raTibos'„s @ �`` G n ROTO -TILLED INTO 5011 EXISTW, TOPSOIL FREE OF LINEROCK AND DE5RI$ GROUNDCOVER PLANTING- DETAIL NTS LEADER j FULL CANOPT UTN. �J STRAI&4T TRUNK FOR' TREES 2'. CALIBER sTAKE TREE tW U GA WIRE,aNp POKE 120 AROUND TREE UMTFJ P.T. WOOD.2 X 4 STAKES FLAGGING 4' PINESTIRAW MULCH EARTHEN DISH TO HOLD WATER INSTALL PLANT AT LEVEL GRADE EXISTING TOPSOIL FREE OF LIMEROCK AND DEBRIS CONTRACTOR TO BE AWARE OF POSSIBLE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGCsING TREE PLANTINCT DETAIL NTS TIE FRONDS VERTICALLY, REMOVE FRUIT PODS. - REMOVE 1/2 FRONDS, CLEAN-UP FROND BASES CABBAGE PALMS UNDER 16' CF _LNIFORMLY CLEAVED -UP BOOT SCARS DO NOT NEED CABLING OR STAYS' ON THANK (3) 3A3' STEEL CABLE W/ HOSE WRAP, tURNBt1 _KLE AND MOBILE -HOME ANCHOR 4' DEPTH • 129• SPREAD 4" HIGH SAUCER W1 4' PINESTRAW MULCH RAISED GRADE. WHERE POSSIBLE B.ATER L MIX SPECIFIED. TAMP AND\Qj WATER INTO PLACE SET ;---OOTBA-L ON UNDISTURBED SOIL CONTRACTOR TO BE AWARE MIN. 3NR 0' ROOTBALL DIE OF P05515LE UTILITIES IN AREA CALL FOR LOCATES BEFORE DIGGING PALM PLANTING DETAIL PLANT ZED PROVIDE POSITIVE DRANA62 MA14T AT LEVEL GRAD 3" PINESTP-Aw ML 7 ♦, r' Jl Yrd�i:,,1TAMP A40 WATER 2RIN)ROU ME TYS TO PO SPECIFIED PLANT : IXROTO-TILLED INTO. SOILOi o >- Or LIMRRO�CK AND DE SHFW5 FLANTINcz r->ETAIL NTS EUTHENICS STUD 10 URBAN DESIGN 904 246 6219 904 241 8382 Fax luslMnoreecomca strut FLORIDA REG. NO. 1160 GEORGIA RI-- NO. 668 VJ i fL LL I�4, Z V LL LL d �n u > 13 Ul Q LL: Z mU U �< U z� La -2 t t PLANTINCs DETAILS MITTIGATION TABLES JUNE II, 2014 REA510 4S ALE V - 20' c NORTH iHEET L3 OF 5 A J \'uio ATLANTIC BOULEVARD (STATE ROAD NO. 10). PGNT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100 FOOT GENERAL NOTES: - - All work performed within the Florida Department ofTranspmonion Rghbof--Way shall conform m the most current edition of the following publications: - Standard Specifications For Road and Bridge Constmction (Currem English edition). rn Z - FDOT Standards Ind(Current Trate. English Edition) J Q < - FOOT Pians Prep Manual (Current Edition) - FDOT Flexible n �/ F,.a Pavement Design Manual t'or New Consnction and Pavement Rehabilitation ¢' n. a • Should a conflict arise benvecn the detailssbmvn in the plats and the Department ot'Transporlation Standards the Engineer/ PERAfITEE shall immediately confer with the Departments Engineer in order to resolve the discrepancy. In in, case will anything I— that the Dep otmeni s m mmam standard be allowed. Q • A Department drainage connection permit does not exempt the PERMITEE from meeting all other applicable regulations and onlinances for 2 ED stormwater management m U Q • All traffic striping and markings are to be iead-flee, monsolvent based thermoplastic. z m Q • Removal of existing striping shall be accomplished using the "hyd—blast" ..h.d. If thisdamn yes/scars pruces's pavemcm, U Q Q G Q then the pavement shall be milled and resurfaced per FDOT Standards. W Q • Burring of any material or debris is prohibited in FDOT right of way. tY All lanes most be opened for traffic during an evacuation notice ofa hurricane or other catastrophic event and shall remain Z z open forrhe duration or the evacuation or went _ o N ¢ Q All work done in conjunction with the drainage connection permit shall mac[ and adhere to all general and specific H 3 w � (]�•y onditions and requirements contained on the permit 4- • Within l5 days afler eornpletion ofthe wort: authorized by as approved dr.m.ge co heron permit, the applicant shall notify the Department in writing of the canplaior: and fur all design work that originally required certification by an Engineer, this notification shall contain the certification: The certification shall state that work has been completed in "tans tial compliance with the Drainage (:nmuction Permit. • The PERAITEE will be required b, reimb,i— IIIc Department rorany expenses (te.- fines, penalties, ubmentrot costa. clean up, etc) irxmred in the event. be pemriireA's Ci'hara-fails m mea the applicable water gn.1a) standards or minimum desigt and perturmance standaNs conhary to the pennined's Rego — pro,-ided in subsection 14-86.003(3), F.A.C. Z 0 • Alldixwbed nrco with the Deparnneut of t'ranalrta Fotionore . right nf—y will restored m oriBina1 or henercondoidn by } grudine N mrd snJdine the aroxelismrbcd (Hcrmuda i— -I, centipede in ntili[y strips). N O • All emb and inno—nd sidewalk will be n�nnved and replacedjoint tojoint. n Q -O R/W ExISTINC ROADWAY _x4 ff 7R MAX C sw �— SECTION A -A Do ALL CONTROL STRUCTURE MODIFlED TYPE "C' INLET _I 1 6" WEIR Tts TOP EL 8.00 — TOP EL 8.00 — • -7T-- FlBEROLASS SIMMER I II --' a U 6" WEIR EL 6.250 �tY COVER BOTTOM OF SKIMMER 5.80— my 12' HDPE Nwt s.ao NK s.00 INv.�s.o0 6' PVC TE ANO28' DIA.—II--- KEED ..- ORIFICE — ELMP DOT. = 4.00 WITH THREADED CAPSHer � / FRONTO P.W .••� ° J SIDEDEW 18%48'.4' CONCRETE rO..� PAD UNDER ORF$CE POND OUTFALL CONTROL. STRUCTURE R/W i t 5_ 6.00 12' HOPE, 12' HDPE MITERED END a CONCRETE I 4' CONCRETE SECTION DITCH PANNG DITCH PAVING MITERED ENO F SIDE VIEW SECTION NOT iO sect£ TOP VIEW .or rn scrc POND OUTFALL DITCH PAVING N [NIO:T�E:YARDSHALL 8E NYLOP(AST-10 HINGED PEDESTRIAN EQUAL W E S 20 0 10 20 SCALE IN FEET GARY A. REG.: 72ST9RY METAL BUILDING v i -Qv 1--41-v0 COQUINA / CRUSHED CONCRETE WA Q 2 STORY METAL BUILDING N00 29'03"W 289.76' v e I� O 311 -J4001-00 Al 21' LO -- o 12' � EUTHENICS l- f • PROPOSED STUDIO 24' 2. O 18' CP 14 C P. • 5fd-BPJ • � � 25 -LJ LAND 4RCNITECIURE 14' LLO 32'CE COMINITY PLANNMC B' LO U owo 4 -WR � U 4• CE • � I • \ I 924 241 8382 Fax W82 at 14' 36' LO Q,C 35 -MG o QQ I I f 2S -LG -R -GP t I f I �nLu"- t -R I -R -CP 72ST9RY METAL BUILDING v i -Qv 1--41-v0 COQUINA / CRUSHED CONCRETE WA Q 2 STORY METAL BUILDING N00 29'03"W 289.76' v 311 -J4001-00 Al 21' LO -- o 12' � EUTHENICS l- f • PROPOSED STUDIO 24' 2. O 18' CP PON> • Y 14 CP I � � ' LO c LAND 4RCNITECIURE 14' LLO LL COMINITY PLANNMC B' LO URBAN DESI-.N � U 4• CE LL 924 246 6219 I • \ 14' LO 924 241 8382 Fax W82 at 14' 36' LO Q,C FLORIDA REMI, NO. 1160 GEORGIA REG. NO. 668 6'LO II 45` LO iLkJ./,.II 1 -R - CP �. 6,ovo SF BAi4IA SOD —`^ I I I v CO 1 " o rn V Q � U PROPOSED L PON> • � � U z m LL IS' CP 12' LO � U 4• CE LL z a n 18 -LG Q,C QQ I F- Q ,4 ILZ Ul -R -GP -t �nLu"- t -R I -R -CP I � n 1 " V Q � U • SOD U z m I. 12' LO 4• CE {�{��� LU zQ U 18 -LG F- Q ,4 ILZ I I-QVti) t -R I -R -CP P Ci ( Q V t I V -GP O c� n I ( ' 13, C4 I < }- S DISTRIAUTIONL PACkING • W 21 -LJ G FZ E E N H a U S E - 30' � 42' �� `� a . 17 Q 11 JA / CRUSHED CONCRETE 19•CP I FFE 19.50 �. `.. .:,�. , WA 1 -R -CP -� 4 -WR (�+ (63 X 108') 36-BPJ 6800 SF± � l C, � � �, SFIEET TITLE FFE _ 9.50 1 Qr. STOIAGE c PLANTING PLAN ❑ 24''V OE FFE 9.50+++ _ - ( b' LLO �• CP -G8 • •• JUNE 11. 2214 � ~ v NOO 29'03 "W 291.78' X Ib' LLO REVIsrONB ` \ \ 1 F~'� 9 CP 9 LLO b' LLO Cy) `" F M 2 4 � (£68 Jd '940.9A d'O) 1N3N3SV3 � � FM24" X X .OZ 24" FM X X FM24 FM24 80ALE rn X X __----___-- ^ ^ NORTH _ _ — _--_ -- L 2 OF 5 4' BLACK ALUMINUM PICKET FENCE REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR-10- EAR-10'MAXIMUM MAXIMUMBUILDING HEIGHT CORE A 6" SEWER LATERAL SITE AREA . ...... ... ........ INTA EXISTING MANHOLE _.. .s. CONCRETE PAVEMENT AREA >x� 10' REAR BUILDING �` �-';"":�� " -- 24" WHITE STOP BAR AND RESTRICTION LINE PARKING SPACES PROVIDED 36" STOP SIGN (R1-1) \ N8930�3 •E 190.50• ;VERIFY LOCATION OF SEWER MAINS .,, .:,� oY•t �' PRIOR TO START OF CONSTRUCTION 25' SIGHT TRIANGLE (TYP,) `W� t ELECTRIC DROP. OF WATER R 12' SWING GATES ADJUSTED TO AVOID TREE ROOTS2a. " 5' SIDE (15' COMBINED) s A BUILDING RESTRICTION LINE POND , � -6" PVC SEWER I eTrael -n — N8940"45"W 142.73' N - 58930 6 "W 4780"' RESTRICTION LINE o - '' •. hi l l EXTENT OF SIDEWALK TO -PLACE BEYOND DRIVEWAY ON 4' BLACK ALUMINUM PICKET FENCE EACH SIDE IS BASED ON O STANCE REQUIRED TO MATCH GRADE WITH 5% MAXIMU LONG SLOPE. SAW CUT AT NEAREST CONSTRUCTION JOINT PER FOOT INDEX 310. SIDEWALK RAMP PER FOOT INDEX 304, DETAIL CR -21 WITH TACTILE WARNING AT DRIVEWAY (TYP.) 24" STOP BAR AND 36" STOP SIGN (R7MOUNTED 7-- TURN ONLY" SIGN (R3-5)12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING NEW DRIVEWAY AND REPLACE WITH 6" WHITE SKIP LINE SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTAL[. NEW SIDEWALK ATLANTIC BOULEVARD (STATE ROAD NO. 10) AND RADIUS RETURN PER FOOT STANDARDS. RIGHT O WAY VARIES PER EOOT R/W IRANSf£R MAP SECAON 72100 SITE DATA SUMMARY: ZONING: CG REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR-10- EAR-10'MAXIMUM MAXIMUMBUILDING HEIGHT = 35' SITE AREA = 1.27 ACRES 55,440 SF 100% BUILDING AREA = 0.23 ACRES 10,044 SF 18.1% CONCRETE PAVEMENT AREA = 0.08 ACRES 3,421 SF 6.2% COQUINA AREA = 0.39 ACRES 16,978 SF 30.6% REAL ESTATE NUMBERS = 170709-0000, 170710-0000, 170712-0000 PARKING SPACES PROVIDED - = 12 N W E S 20 0 10 20 SCALE IN FEET GARY A. ABBEY, P.E REG. NO. 56819 SHEET 3 NOTE: ALL SIDE SLOPES SHALL BE REGRADED AS NEEDED AT MESS AND UNTIL A PERMANENT GRASS COVER IS ESTABLISHED ALONG ENTIRE POND BANK DOWN TO THE DESIGN N WL. PLAN TOP OF BANK TOP OF BANK ELEVATION 8.0 25 r. STORM WATER ELEV. XX 3 r. STORM WATER EL EV. XX MEAN ANNUAL STORM WATER ELEV.. XX NORMAL WATER LEVEL 5.0 SLOPE CHANGE FROM 4:1 TO 3:1 3.0 BOTTOM OF POND ELEVATION 6' LOW THE LOW MAINTENANCE ZONE SHALL BE BAHIA GRASS SOD PLANTED AND MANAGED IN ORDER TO MINIMIZE THE NEED FOR FERTILIZATION, WATERING, MOWING, ETC.. NOTES: 1. NO MOWED OR CUT VEGETATIVE MATERIALS SHALL BE DEPOSITED OR REMAINING IN THE LOW MAINTENANCE ZONE OR DEPOSITED IN THE WATER 2. CARE SHOULD BE TAKEN TO PREVENT THE OVERSPRAY OF AQUATIC WEED PRODUCTS INTO THE LOW MAINTENANCE ZONE. 3. LOW MAINTENANCE ZONE SHALL BE BE CONSTRUCTED AROUND ALL EXISTING PONDS AND WETLANDS ON THE PROJECT SITE. (COJ ORDINANCE 2008-028) 6' LOW INT. ZONE SOD TO N TOP OF BANK 1 r- 3 \ "PIC .TTOM OF POND POND TYPICAL SECTI3 NOT TO SCALE l APFnEO m . Tae wIXE s ronPaTim rnw C D SPEaRCATIONS: G H J s.� st as N ears o n- L M N wnus !� snot o s o.cEW. S 24' 2-11" 2'-8" 6" 5' 4.5" t'-1/' A B 3-6" 3'_t" ].5" rs-1K �r 10'-0- 10'-3.5' 3(1' X-6" 3'-2- 6" PRECAST 5.5' T-5" 2'-6.5' NT.S. ]' S" 36 4'_I• 3 -IT 6" 7' 5.Y I 2'-9" GRID PARKING SPACE HANDICAP PARKING SYMBOL NOT TO SCALE z-=r.Jvr4' Tm PLAN NOTE: CONC, DESIGN 2'1' R', STRENGTH 1000 P.S.I. 2", T, 14 ANGLE IRON SEAT I 2• ALL EXPOSED CORN ERS AND EDGES TO BE / CHAf,IFERED 3/4' *1 12'0 C. B.W. GROUTED OR "RAM-NEK" JOINTS MERE REQUIRED PIPE MUST NOT BE IN II A4 ©iT.O:C. CONSTRUCTION JOINT MINIMUM BEARING I @ 6 O.C. B.W. CAPAGTY MOO PSF SECTION TYPE 'C' INLET DETAIL NOT TO SCALE HANDICAP PARKING SIGN POST MOUNTED (TYP.) SIDEWALK VAOIM - 0�i ACCESSIBLE VARIES, SEE PLAN - E 'ROUTE 27 6" WHITE k MAX. m LIQ m $ 12 5' 12' 6 c�\ II `WHITE BLUE LINE—fl�--WHITE LINE 3 EACH 6" WHITE DIAGONALS 0 60' 6_' EQUALLY SPACED N RAI NO 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 6 INCHES. 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8% 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE. HANDICAP SYMBOL SHALL BE 5 FEET HIGH. 5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER. HANDICAP PARKING SPACE DETAIL NOT TO SCALE PORTLAND CEMENT 6..� CONCRETE, 3000 PSI WITH FIBERMESH 12' STABILIZED SUBBASE, LBR 40 CONCRETE PAVEMENT SECTION NOT TO SCALE 112" MASTIC 1/4" RADIUS HAND TOOLED 1/2" CAULKING PRESSURE TREATED WOOD EXISTING SIDEWALK NEW SIDEWALK NOTE: NEW SIDEWALK TO BE FLUSR WITH EXISTING SIDEWALK. CONNECT TO EXISTING SIDEWALK SECTION 4. / X , of-�r'iE—� E4}.E-�f'. s REVEAL 6x6 10/10 WWM SIDEWALK WITH TURNDOWN SECTIO - WIDTH AS NOTED FLAT SIDEWALK SECTION NOTES: 1. CONCRETE SHALL BE 3000 PSI, MIN. SLUMPS'. 2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO WIDTH OF SIDEWALK. 3. INSTALL EXPANSION JOINT AT EVERY FOURTH CONTROL JOINT (25' MAX.). SIDEWALK SECTIONS NOTTOSCALE 4 LB./FT. "U" CHAN. i2" (GALVANIZED) i t 14• U 1-1/1 76 � E n 27 32 i 3-t 2' ={ FINISHED GRADE POST SECTION 5/16" MACHINE SCREW OR BOLT o SIGN "0" AB C, HEIGHT SHALL NUT & LOCK J BE T-0" ABOVE FINISHED Co WASHER ^ GRADE TO BOTTOM OF SIGN II SIGN SIGN DETAIL POST MOUNTING DETAIL NOTES: 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3, PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE WHITE LEGEND AND BORDER. HANDICAP SIGN AND POST DETAILS NOT TO SCALE T DROP CURB I{{I 6• dL 'h �/to• � ^Z 1'8 I 6' WHEN PVMT. 6LOPE5 _ �� AWAY FROM CURE 18" CURB AND GUTTER DETAIL NOT TO SCALE SIDE VIEW A' -C H �KK I � j TOP VIEW 1c E A B CHAMFER IF. D E T TABLE OF DIMENSIONS NOTES: 1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE MESSAGE AND BORDER ON A RED BACKGROUND. 2. THE POSTS AND BRACKETS WILL BE PER FDOT STANDARD INDEX 11860 AND 11661. ;� NZQ OlOQ w mz R1 -T STOP SIGN DETAIL NOT TO SCALE END VIEW -�E L_22__I T 1/2" CHAMFE H I K LTTL I Dom- F D A CONCRETE: 4,000 P.S.I. STEEL' (j4 ® 12" E W, WTNI 1 #6 OVER PIPE OPENING (2" CLEARANCE OVER STEEL REINF.BARS, 1/2' TOLERANCE) RCP/CMP A B C D E I F G H J K L M N 15' - 18" 24' 2-11" 2'-8" 6" 5' 4.5" t'-1/' 2'-0" 3-6" 3'_t" ].5" 5" 10'-0- 10'-3.5' 3(1' X-6" 3'-2- 6" 6' 5.5' T-5" 2'-6.5' S-4• 3'-5' ]' S" 36 4'_I• 3 -IT 6" 7' 5.Y I 2'-9" 3"-0" 4-6' 4--0" 6" 6" 14'_0' 14'-4.S" MITERED END SECTION DETAIL NOT TO SCALE H Q 0 W HEADER CURB CURB m r- 2" COQUINA SURFACE _—SLOPE VARIES - SEE PLAN 6" Ci 2 a < < U � U U 6' CRUSHED CONCRETE BASE _ 12" STABILIZED SUBGRADE, LER 30 z j MAX DENSITY - AASHTO T-180) Z 5 3 Lj K 2 SHEET COQUINA SECTION NOT TO SCALE 6 GARY . O. 5681 P.E. REG. �\'O. SfiSi9 DESIGN CRITERIA AND LOADS Building Code 2014 5th Edition Florida Building Code Code for Design Loads ASCE / SEI 7-10 Construction Type NEW WIND LOADING PER FBC 1603.1.4 (Cd = 1.60) ASCE 7-10, 3 SEC. GUST ULTIMATE DESIGN WIND SPEED, Vult 120 mph NOMINAL DESIGN WIND SPEED,Vasd 93 mph EXPOSURE CATEGORY D RISK CATEGORY ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFF 0.18 MEAN ROOF HEIGHT 20 FT. RISE—TO—SPAN RATIO, r 0.5 (ARCHED ROOF) FEMA FLOOD INFORMATION PER FBC 1603.1.7 FIRM MAP ITEM ID 12031 CO408H EFFECTIVE DATE JUNE 3, 2013 FLOOD ZONE X — UNSHADED (OTHER AREAS) SLAB ON GRADE SEE PLAN DETAIL SCALE: NTS (1) #5 CONT. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 3,000 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 3,000 PSI AT 28 DAYS (UN0). 3. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 (UNO). 4. ANCHOR BOLTS SHALL A307 OR A36 THREADED RODS 5. WELDED WIRE FABRIC SHALL BE ASTM A185 6. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2004 TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 7. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 8. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB AS SHOWN WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. 9. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. 1/8 1) WIDE x 1" DEEP SAWCUT IN 16'-0" ± x 16'-0"f GRID PATTERN w/ELASTOMERIC SEALANT STEEL COLUMN BY OTHERS AND EPDXY ANCHOR BOLTS PER RBI PLAN. 1/2 )1 EXP. JOINT_ FILLER, SEE PLAN /,-SLAB ON GRADE. - PLAN FOUNDATION KEYNOTES: AA 5-0" x 5-0" x V-6" DEEP FOOTING W/(6) #5 EACH WAY, BOTTOM A 3'-0" x 3'-0" x V-6", DEEP FOOTING W/(4) #5 EACH WAY, BOTTOM Ac 5-0" x 5-0" x 2'-0" DEEP FOOTING W/(4) #5 EACH WAY, BOTTOM - CALCULATIONS: _ x,.---............... THIS FOUNDATION DESIGN WAS BASED UPON "STRUCTURAL CALCULATIONS FOR ATLANTIC BEACH URBAN FARMS, LLC" SIGNED BY MICHAEL SPURRIER, P.E., OF ROUGH BROTHERS, INC. (RBI), AND DATED OCTOBER 31, 2014. SLAB ON GRADE. SEE PLAN STEEL COLUMN BY OTHERS AND EPDXY ANCHOR BOLTS PER RBI PLAN. VARIES. SEE PLAN COL. & FTG ....._.. (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS I '` GRADE BEAM REINFORCING. SPACE #3 TIES Q 24 O.C. •�. q COL. & FTG NON—SHRINK GROUT BELOW STEEL BASE PLATE WITH STEEL COLUMN I I LEVELING NUTS AND CHAMFERED EDGES BY OTHERS I I 12" TRENCH DRAIN AT I I COLUMN LINE 4 ONLY. SEE FOUNDATION SLOPE I I I KEYNOTE "C". A. ------ ctn- .......... ................. ��`- -- ----� , FOOTING SIZE & 3" CLR, CSL REINFORCING, SEE TYP. &FTG SCHEDULE INCRE=ASE FOOTING THICKNESS AS REQUIRED BENEATH BOLTS TO MAINTAIN MINIMUM 3" CLEAR CONCRETE COVER. TYPICAL INTERIOR FOOTING q COL. DETAIL ,& FTG j CHAMFER EDGE OF I CO C., 2:12 SLOPE J I I N ................. 4 -- 8" ' ............. ......... (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS GRADE BEAM REINFORCING. 3" CLR 3" CLR SPACE #3 TIES @ 24" 0. C. 1'-4" DETAIL SCALE: NTS SCALE: NTS GRADE BEAM LONGITUDINALT BARSI\ 36" LAP II. II I ��I CORNER SPLICE BARS SAME-<<3II II SIZE & QUANTITY ASII II LONGITUDINAL REINF. BARS II I REFER TO SECTIONS & DETAILS FOR REBAR SIZE & QUANTITY a PLAN: REINFORCING IN CONCRETE BEAM CORNERS DETAIL SCALE: NTS DETAIL SCALE: NTS TRENCH DRAIN BY OTHERS SLAB ON GRADE. SEE PLAN z 5� MIN. 6" OF CONCRETE � BELOW AND TO EACH SIDE OF TRENCH DRAIN. 3" 1'-4" STEEL COLUMN NOT SHOWN. 36" - 3" CLR CHAMFER EDGE OF CONC., 2:12 SLOPE (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS GRADE BEAM REINFORCING. SPACE #3 TIES @ 24" 0. C. DETAIL SCALE: NTS GRADE BEAM REINFORCMENT NOT SHOWN. SLAB ON GRADE. SEE PLAN VARIES. SEE PLAN STEEL COLUMN NOT SHOWN. CHAMFER EDGE OF CONC., 2:12 SLOPE o' U N DETAIL SCALE: NTS U ---------- __--------------- _ x,.---............... _.- __::......-.- ;-...---.....;:: COL. & FTG ....._.. (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS I '` GRADE BEAM REINFORCING. SPACE #3 TIES Q 24 O.C. •�. q COL. & FTG NON—SHRINK GROUT BELOW STEEL BASE PLATE WITH STEEL COLUMN I I LEVELING NUTS AND CHAMFERED EDGES BY OTHERS I I 12" TRENCH DRAIN AT I I COLUMN LINE 4 ONLY. SEE FOUNDATION SLOPE I I I KEYNOTE "C". A. ------ ctn- .......... ................. ��`- -- ----� , FOOTING SIZE & 3" CLR, CSL REINFORCING, SEE TYP. &FTG SCHEDULE INCRE=ASE FOOTING THICKNESS AS REQUIRED BENEATH BOLTS TO MAINTAIN MINIMUM 3" CLEAR CONCRETE COVER. TYPICAL INTERIOR FOOTING q COL. DETAIL ,& FTG j CHAMFER EDGE OF I CO C., 2:12 SLOPE J I I N ................. 4 -- 8" ' ............. ......... (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS GRADE BEAM REINFORCING. 3" CLR 3" CLR SPACE #3 TIES @ 24" 0. C. 1'-4" DETAIL SCALE: NTS SCALE: NTS GRADE BEAM LONGITUDINALT BARSI\ 36" LAP II. II I ��I CORNER SPLICE BARS SAME-<<3II II SIZE & QUANTITY ASII II LONGITUDINAL REINF. BARS II I REFER TO SECTIONS & DETAILS FOR REBAR SIZE & QUANTITY a PLAN: REINFORCING IN CONCRETE BEAM CORNERS DETAIL SCALE: NTS DETAIL SCALE: NTS TRENCH DRAIN BY OTHERS SLAB ON GRADE. SEE PLAN z 5� MIN. 6" OF CONCRETE � BELOW AND TO EACH SIDE OF TRENCH DRAIN. 3" 1'-4" STEEL COLUMN NOT SHOWN. 36" - 3" CLR CHAMFER EDGE OF CONC., 2:12 SLOPE (2) #5 TOP & BOT. w/#3 TIES CONTINUOUS GRADE BEAM REINFORCING. SPACE #3 TIES @ 24" 0. C. DETAIL SCALE: NTS GRADE BEAM REINFORCMENT NOT SHOWN. SLAB ON GRADE. SEE PLAN VARIES. SEE PLAN STEEL COLUMN NOT SHOWN. CHAMFER EDGE OF CONC., 2:12 SLOPE o' U N DETAIL SCALE: NTS U w v O LL = z Li w Q 0-_, 0 N W CN rr) I > � zJ Q m = J 0 U _ zmz Q �-- U o Q�0 Q �- l= L-1 Q Q �,QQ M > z �Qo U o z Q Q SHEET NO.: S-1 Structural Summary JOB NO.: 15 52 SUBDIVISION: LOT NO.: FLOOR PLAN: DESIGNED: AFL REVIEWED: AFL REVISIONS DATE F. �"` it ✓ a ATE OF c ANDRES F. LOPERA PE # 70791 09/25/2015 IM89Jo,�'"E..190.50' 12" OAK r� s 6 AK_ 14" LIVE OAK ....15....PA.L.M...::,, .....::... 4" CEDAR 16" K 25' SIGHT TRIANGLE ....,..... 15" LIV OAK �s 1.6 PALM 16" PAL 16" VE OAK SUING GATE (INLUARD) , 1, EXIS77NG FIRE HYDRANT LANDSCAPE CALCULATIONS: TOTAL ARI=AS: ZONING: COMMERCIAL V.U.A. PUBLIC AREA: 16,599 SF, 10% VUA REQ. LANDSCAPE AREA 1,660 SF. LANDSCAPE AREA PROVIDED: 3,841 SF. 2551. OF 10% VUA REQ. SHRU5 AREA: 415 SF. SHRU5 AREA PROVIDED: 423 S.F. SECTION 656.1210 10% OPEN SPACE REQUIREMENT TOTAL AREA: 55,440 SF. 10% AREA REQUIRED 5,540 SF. 10% AREA PROVIDED 25,088 SF. PERIMETER AREA REQUIREMENT 5REAKDOWN PERIMETER TREES SOUTH SIDE: PERIMETER AREA NORTH SIDE: 168.50 LF. 15 SF. / LF, = 15' x 168.50 LF. TREES REQUIRED: AREA REQUIRED: 2,5125 SF. AREA PROVIDED: 3,548 SF. PERIMETER AREA SOUTH SIDE: 121 LF. 15'SF./LF. = 15'x121 LR TREES REQUIRED: AREA REQUIRED: 1,815,5F. AREA PROVIDED: 2,541 SR PERIMETER AREA EAST SIDE: 291.18 LF. 5' SF. / LF. = 5' x 291.18 LF. TREES REQUIRED: AREA REQUIRED: 1,458.9 SF. AREA PROVIDED: 1,151 SF. PERIMETER AREA WEST SIDE: 289.16 SF. 5'5F. / LF. = 5'x 289.16 LF. AREA REQUIRED: 1,449 SF. AREA PROVIDED: 2,318 SF. PERIMETER AND INTERIOR TREE REQUIREMENT BREAKDOWN V.U.A. PUBLIC AREA: INTERNAL LANDSCAPE: 1 TREE / 4,000 Sr-, = 15,603 SF. / 4,000 SF. TREES REQUIRED: 4 TREES PROVIDED: 5 SITE LANDSCAPE - 1 TREE / 8,000 SF. = 55,440 SF. 1 8,000 S.F. TREES REQUIRED: 1 TREES PROVIDED: 30 PERIMETER TREES NORTH SIDE: 1685 LF. 1 TREE / 50 LF. TREES REQUIRED: 4 TREES PROVIDED: 4 Existing PERIMETER TREES SOUTH SIDE: 153.5 Lr- -I TREE / 50 LF. TREES REQUIRED: 2 TREES PROVIDED: 2 existing PERIMETER TREES EAST SIDE: 133 L.F. 1 TREE / 50 LF. TREES REQUIRED: 3 TREES PROVIDED: 3 existing PERIMETER TREES WEST SIDE: 295 LF. 1 TREE / 50 LF. TREES REQUIRED: 6 TREES PROVIDED: 4 existing, 2 planted z 0 w DATE : JuIU 25, 2016 PROJECT NO. 2016.2E DESIGNED BYKS__1R DRAWN BY: KSR CHECKED BY .�5R SCALE :1" =20' SHEET TITLE LANDSCAPE PLAN S H E E T C-\4 LL DATE : JuIU 25, 2016 PROJECT NO. 2016.2E DESIGNED BYKS__1R DRAWN BY: KSR CHECKED BY .�5R SCALE :1" =20' SHEET TITLE LANDSCAPE PLAN S H E E T General Notes and Specifications 1. Prior to construction the landscape contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the course of the work. The landscape contractor is responsible for repairing any and all damage to utilities, structures, site appurtenances, etc., which occurs as a result of the landscape construction. SYMBOL QUANTITY 2. When conditions detrimental to plant growth are encountered, such as rubble TREES fill, adverse drainage conditions or obstructions, notify owner's representative QV 3 before planting. UP 3 3. All plants must be healthy, vigorous material, free of pests and disease. SHRUBS AND GROUNDCOVER 4. All trees, palms, and shrubs shall be grade "Florida Fancy" per Grades and Standards For Nursery Plants (parts one and two), available through Florida VO 41 Dept. of Agriculture and Consumer Services. Seed 5. All plant material must be approved by the Landscape Architect before the plant material is installed. 6. Any changes to the plant material (size, type, etc..), irrigation or any other deviations from the plans must be approved by the Landscape Architect prior to the change being implemented by the contractor. The contractor must provide written proof of authorization for any changes. PLANT SCHEDULE COMMON NAME Shumard Oak Florida Elm Walters Viburnum Arpentine Bahia Grass LATIN NAME Quercus shumardii Ulmus americana 'Floridana' Viburnum obova tum SPACING AS SHOWN AS SHOWN 3' O.C. SPECIFICATIONS 3" ca I. 10 - 12' ht. , 5' - (o' 2" ca 1. 10 - 12' ht. , 5' - 6' 24" ht x 24" spd. minimum full 4 dense 7. All plants to be field grown or container grown as indicated on plant list. P CONTRACTOR TO VERIFY ALL QUANTITIES Store plants in shade and protect from weather. If plants cannot be planted immediately NOTES: upon delivery, properly protect them with soil, wet peat moss, or,in a manner acceptable to owner's rep. Do not remove container grown stock from containers until planting time. Protect roots of plant from drying or 1. MULCH ALL PLANTING BEDS WITH 3" ORGANIC MULCH. other possible injury. Keep plant ball moist at all times. 2. ALL DISTURBED AREAS NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ZOYSIA SOD. 8. All plants shall be triangular spaced. 3. ALL PLANT MATERIAL TO BE FLORIDA NO. 1 QUALITY OR BETTER. 9. Obtain agronomic soils test for all planting areas and tree pits prior 4. NO SUBSTITUTIONS WITHOUT PRIOR WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. to excavation of tree pits. Tests shall be performed by an approved soils testing laboratory 5. ALL TREES AND PLANTS SHALL MEET MINIMUM SPECIFIED SIZES IN INCHES AND FEET, REGARDLESS OF CONTAINER SIZE and shall include fertility and suitability analysis with written INDICATED. WHERE DIFFERRENCES OCCUR, THE LARGER SPECIFICATION SHALL PREVAIL. recommendations for soil amendments, fertilizer and chemical conditioner application 6. ALL CALIPER SIZES MUST BE MET rates for soil preparation, planting backfill mix, and post maintenance fertilization program. Submit a copy of soils report to owner's re and landsca a 1,14 t 7. CONTRACTOR TO VERIFY ALL QUANTITIES . p arc i ec . 10. Add soil amendments as recommended by soil test in quantities necessary to bring soil mixture to pH rating of between 5.5 and 6.0. Minerals used for pH correction shall be commercially produced for this purpose. 11. All plants and planting areas must be completely mulched as specified with three (3) inches of organic mulch. Provide 4" minimum clearance of mulch from all shrub trunks and 6" minimum clearance from all tree trunks. 12. The landscape contractor is responsible for verifying all quantities shown on these plans, before pricing the work. 13. The planting shall be done in accordance with acceptable horticultural practices. This is to include proper planting mix, plant and tree pit preparation, pruning, staking or guying, wrapping, spraying, fertilization, planting, and adequate maintenance throughout the required maintenance period. 14. The landscape contractor is responsible for fully maintaining all planting (including but not limited to: pruning, watering, fertilizing, cultivating, weeding, mowing, mulching, tightening and repairing of guys, resetting plants ORDINANCE CHAPTER 366 SCHEDULE AND IRRIGATION REQUIREMENTS: to proper grade or upright position, restoration of plant saucer, and furnishing and applying such sprays as necessary to keep free of insects and diseases. The MARCH -NOVEMBER (DAYLIGHT SAVINGS TIME) landscape contractor's responsibility for maintenance (exclusive of replacement within the guarantee period) shall terminate one year from the date of final - NO WATERING FROM LOAM TO 4 PM acceptance by owner and landscape architect. - ODD NUMBER ADDRESSES OR THOSE ENDING 15. All trees, palms, shrubs and plant material shall be warranted for a period of one WITH N -Z OR NO ADDRESS MAY WATER ON year after date of completion and acceptance of the entire project Final acceptance WEDNESDAY AND SATURDAY of all landscaping under this contract shall constitute the beginning of the guarantee - EVEN NUMBER ADDRESSES OR 'THOSE ENDING period. Replace, in accordance with the drawings and specifications, all plants that are dead or, as determined by the owner's representative, are in an unhealthy or WITH A -M MAY WATER ON THURS. AND SUNDAY unsightly condition, and have lost their natural shape due to dead branches, or other -NON-RESIDENTIAL ADDRESSES 1`�AY WATER causes due to the contractor's negligence. Furnish and plant replacements which ON TUESDAY AND FRIDAY comply with requirements shown and specified. Warrant all replacement plants for one - APPLY UP TO - INCH OR LESS OF WATER year after installation. The cost of such replacement(s) is at the contractor's expense. 9 EACH CYCLE 16. All plants are subject to approval by the owner s representative. Prior to planting, all trees and palms must be approved by the owner or owner's rep. 17. Standards set forth in "American Standard for Nursery Stock" represent guideline specifications only and shall constitute minimum quality requirements for plant material. 18. At the conclusion of thislantin if p g, the owners re or owner has reason to r -1 P , believe that thelants are not of the specified P p grade, he will request a re -grading or inspection, and such evidence will be the basis for requesting replacement of GUY WIRE 12 G plants and for legal or other action according to law, should this become necessary. ANNEALED GALV. STEEL 19. All planting beds to be treated with pre -emergent weed control prior to planting. f, 20. Contractor is to check the site weekly to insure all plant material is healthy and well watered. TURNBUCKLE (GALV.) 21. All disturbed areas to be sodded or seeded Argentine Bahia as noted. SOIL AND ROOT LAYER LAWN AREA PAVEMENT (TYPICAL) CUL_ UNDISTURBED SOIL --/ MULCH (3" MIN. EARTH SAUCER NOVEMBER - MARCH (STANDARD TIME) - NO WATERING FROM 10 AM TO 4 PM - ODD NUMBER ADDRE55ES,, OR THOSE ENDING WITH N -Z OR NO ADDRESS MAY WATER ON SATURDAY - EVEN NUMBER ADDRESSES OR THOSE ENDING WITH A -M MAY WATER ON SUNDAY - NON-RESIDENTIAL ADDRE55ES MAY WATER ON ONLY ON TUESDAY - APPLY UP TO J - INCH OR LESS OF WATER ONE TIME PER WEEK. 1/2" RUBBER HOSE ROOT BALL TO BE FLUSH WITH EXISTING GRADE. MULCH 6" CLEAR AROUND TRUNK AND TAPPERED. .� 2"X4"X3' STAKE MULCH 3" MIN.) DEPTH 4" CLEA FROM TRUNK GRADE DEPTH VARIES WITH PLANT FOUR STAKES SECURED ARO(, TRUNK WITH THREE BANDS OF GALVANIZED STEEL WIRE -- % NATIVE 50% native 5051. native 100'. native trees total Native 423 s.f. Tota I s.f. = 423 s.f. Native s.f. = 423 s.f. Native 9. = 1009, SPACING 1/2 D D V. PREPARE PLANTING MIX _: PER SPECIFICATION :. EXCAVATE AND PREPARE TRENCH EDGER ENTIRE PLANTING BED f - ....i : : i s i i i / z rGUY WIRE 12 GAUGEANNEALED GALVANIZED FLAGS STEEL OR 2"X4" LEAN TO SAUCER LOWER THE FINISH OP 1/3 BURLAP TOP OF ROOT 5ALL FLUSH GRADE OF SOIL PLANT MIX WITH PLANTING SOIL AND EXISTING GRADE TO HOLD WATER PER RE PLANTING MIX• ► �l _ 1/2" "EDGER" D _77 777777. SMOOTH, CLEAN & 0 � C° COMPACTED PLANTING MIX ' PARALLEL TO 2C,, N PAVEMENT NOTE: INSTALL SOD SUCH THAT TOP OF SOIL & ROOT LAYER IS LEVEL WITH TOP OF PAVEMENT 4 GUY WIRE RUBBER HOS LIMIT OF MULC .... "........ i / £.£ £ PREPARED PLANTING MIX EARTH SAUCER TURNBUCKLE GUY WIRE 2"X4" STAKE,' PREPARE PLANTING MIX PER SPECIFI- CATION PECIFI- CATION `- COMPACTED PLANTING MIX PLANTING MIX P1 £f �..,.,,, s � j... - ; -, t FLAGS