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435 ATLANTIC BLVD - DRIVE THRU DWGS A! i R SITE I 31ROV M NT P AN U . www.C phcorp.com A Full Service !q� ............ ATLAa� NTIC B ACH MRP SJTEiLOCA� T , "N -' A E Firm N ........... Archftects z .............. Engineers .......... ............ Environmental ..... ..... Landscape Architects :V Yr ........... M / EIP Planners F�. Structural Surveyors .......... -tation Traffic Transpor .. ...... Offices in. ... ...... UR Florida .......... F Puerto Rico ... ......... xx� 0 U Connecticut ................... 35 ATI AN IC LEVARD NX ............ Maryland Ell ....... Texas ......... AT ANIFIC BEACH'o . F ORIDA Rd LOCATION MAP 1 6,000' DUVAL COUNTY, FLORIDA eN AV PARC ID# 170694mm0000 SECTION 21-TOWNSHIP 2 SOUTH-RANGE 29 EAST Lj 0 R E_ o . 0 0 U 2 m OWNER/DEVELOPER McDONALD'S USA, LLC N 10150 HIGHLAND MANOR DR., SUITE 470 TAMPA, FLORIDA 33610 ATTN..- TIM CHESS PHONE: (772) 486-4190 ENGINEER CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.- NICOLE E. MAHLER, P.E. GENERAL STATEMENT PHONE. (407) 322-6841 .... ...........41�: THE PURPOSE OF THIS PROJECT IS TO UPDATE THE EXISTING ARCHI-TECT DRIVE-THRU AREA BY REMOVING AND/OR RELOCATING THE EXISTING DRIVE-THRU EQUIPMENT, AND CONSTRUCTING A VICINITY MAP HARTLEY + PURDY ARCHITECTURE, INC. SIDE BY SIDE DRIVE-THRU WITH ALL SUPPORTING EQUIPMENT <1 z 1711 NORTH HIMES AVENUE AND BRING THE SITE INTO ADA COMPLIANCE. DUVAL COUNTY, FLORIDA <A <I - , a TAMPA, FLORIDA 33607 Cj ATTN.. SCOTT PURDY, AIA SECTION 21-TOWNSHIP 2 SOUTH-RANGE 29 EAST w = C4 PHONE. (813) 353-0035 z 1.0 -5 Cq 0 SURVEYOR > 0 CPH, INC. Z (n O� 500 WEST FULTON STREET SANFORD, FLORIDA 32771 Plans Prepared By: ATTN.: PAUL J. KATREK, PSM INDEX OF SHEETS C.PH, In,c. PHONE: (407) 322-6841 500 West Fulton St. Sanford,Fl.32771 C-1 COVER SHEET Ph:407.3221,6841 Licenses: LANDSCAPE C-2 BOUNDARY & TOPOGRAPHIC SURVEY (COVER SHEET) Eng.G.O.A.No.3215 Survey L.B.No.7143 C-2A BOUNUARY & TOPOGRAPHIC SURVEY Arch.Lic.No.AA2600926 ARCHITECT C-3 SITE PLAN Lndscp. Lic. No.LCO000298 CPH, INC. C-4 GRADJNG AND EROSION AND SEDIMENTATION CONTROL PLAN 500 WEST FULTON STREET -5 GENEPAL DETAILS C r SANFORD, FLORIDA 32771 L-1 LANDSCAPE PLAN ATTN.: JAMES K. WINTER, R.L.A., CLARB Jadcsonville Fire Proveribon Div PHONE. (407) 322-6841 ;L_"'�i 2014 w EXCEP-HM11115 [0 EXCF_F-rjbi,�,-; PERMITTING AGENCIES a) 5�'HEE'T#- M 2! CITY OF ATLANTIC BEACH 0 E 800 SEMINOLE ROAD —1 Uj (9 X U_ ATLANTIC BEACH, FLORIDA 32233-5445 Uj L) ATTN.: REVIEWER 4 rm LU CD PHONE. (904) 247-5800 L) Llu LU 0 > P Z 0 z LLI LL1 A LIJ > 0 Q0 CO .2) (n Shoet No. 2: *NOTICE' THE SIZE OF THESE PLANS MAY HAVE BEEN CC) SLIGHTLY ALTERED BY REPRODUCTION m t MF a a r% PROCESSES,THIS MUST BE CONSIDERED WHEN CAM Ml SCALING ANY REPRODUCED PLANS FOR THE McDONALD'S PROJECT PURPOSE OF COLLECTING DATA. CODE: 009-0272 Mr 01 SANTA ROSA HOLMES JACKSON BOUNDARY & TOPOGRAPHIC SURVEY WASHINGTON GADSDEN NASSAU %wjw.cphcorp.com HAMILTON BAY LEON MADISON FOR BAKER LIBERTY WAKULLA SUWANNEE IATL.VK UNI7ON SITE CLAY z A Full Service GULF FAYETTE ANKLIN ST A & E Firm DIXIE ALACHUA PUTNAM M, c D. Onaicis Architects FLAGLER @ STURDIVANT AVE __�HEIIII Engineers C BLV LEVY MARION LIC 009-0272 ATL N_nC BLVD Landscape Architects VOLUSIA E AT k,31TE M/ E/P CITRUS Planners HERNANDO UMTER LAKE SEMINOLE A TLA All TH100% BEA CH BL VD Structural ORANGE Surveyors PASCO LYING IN Traffic/Transportation 0 CEOLA Deveiopment Coordination POLK k OP cn 0& GIl INDIAN ANN Offices in: MANATEE HARDEE KEECHOBEE RIVER 'ATION 21-TOWNSHIP 2 SOUTH-RAN L. 29 EAZO e Florida ST. LUCI SunTy Notes: VICINITY MAP @ Puerto Rico DE SOTO HIGHLANDS DUVAL COUNTY FLORIDA NOT TO SCALE ARASOTA MARTIN 1. "SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 0 Connecticut CHARL07E GLADES RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." 0 Mat y1and *Texas LEE HENDRY PALM BEACH 2. "ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES is PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES." BROWARD fal Desc!V!!9n 3. THE TWO SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. ra COWER THESE BENCHMARKS ARE BASED ON A CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF LOTS 825 THROUGH 833 AND LOTS 846 THROUGH 849, AND THE EAST 0.000' WHICH MEETS THE ALLOWABLE CLOSURE OF 0.045'. THIS FIELDWORK WAS PERFORMED USING A TOPCON LEVEL ONROE DADE 1/2 OF LOT 845, PLAT OF SECTION NO. 3 SALTAIR, ACCORDING TO MODEL # AT-134, AND REFERENCES THE FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE (NORTH THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE AMERICAN VERTICAL DATUM OF 120-1 AND SAID ELEVATIONS ARE BASED ON VERTICAL CONTROL PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BENCHMARKS SUPPLIED BY THE NATIONAL GEODETIC SURVEY (NGS.NOAA.GOV) AT LABINS.ORG, a) DESIGNATION: NGS BM# DO 0487, A NGS BENCHMARK DISK, LOCATED 57.0 FT (17.4 M) EAST OF THE CENTERLINE OF PENMAN ROAD, 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE OF ATLANTIC BOULEVARD EASTBOUND LANES AND 1.8 FT (0.5 M) SOUTH OF THE SOUTH CURB OF ATLANTIC BOULEVARD EASTBOUND LANES. ELEVATION=1 0.27 b) DESIGNATION: NGS BM# DL 5737, NGS LOGO CAP W/ MAGNET, LOCATED 26.0 FT (7.9 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES OF THIRD STREET SOUTH, 18.2 FT (5.5 M) WEST OF THE WEST EDGE OF THE SIDEWALK, 17.0 FT (5.2 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF ATLANTIC BOULEVARD, 8.4 FT (2.6 M) SOUTH OF THE SOUTH SIDE OF THE SIDEWALK ALONG ATLANTIC BOULEVARD, 8.0 FT (2.4 M) NORTHWEST OF THE NORTH LEG OF A WALGREENS SIGN AND 5.0 FT (1.5 M) EAST OF A CARSONITE WITNESS POST. ELEVATION=12.010 SITE BENCHMARKS ARE AS SHOWN ON SHEET 2 OF 2. 4. THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 2 OF 2. 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS 9/18/14); ALL BOUNDARY CORNERS WERE RECOVERED OR SET AS NOTED HEREON. 6. THE "LEGAL DESCRIPTION" HEREON WAS PREPARED BY SURVEYOR. 7. BEARINGS SHOWN HEREON ARE ASSUMED RELATIVE TO THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD AS BEING S 89'22'29" W. & HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 120075 0409 H, EFFECTIVE DATE JUNE 3, 2013, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREAS OUTSIDE ANNUAL 0.2% CHANCE FLOOD PLAIN (NAVID '88), THIS DETERMINATION WAS BASED ON A GRAPHIC Abbreviation Legend-, INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. (A) - ACTUAL IVES - MITERED END SECTION 9. THE APPARENT USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS RULE CHAPTER 5J-17, A/C - AIR CONDITIONER MH - MANHOLE FLORIDA ADMINISTRATIVE CODE ESTABLISHES THAT THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY ACSM - AMERICAN CONGRESS ON SURVEYING & MAPPING MLP - METAL LIGHT POLE SURVEY MEET THE HORIZONTAL CONTROL ACCURACY OF V/10,000 FEET FOR A HIGH RISK SURVEY. THE ADA - AMERICANS WITH DISABILITIES ACT MPH - MILES PER HOUR MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURES WERE FOUND TO MEET THIS ACCURACY ALTA - AMERICAN LAND TITLE ASSOCIATION MPP - METAL POWER POLE REQUIREMENT. THE EQUIPMENT USED TO VERIFY THE HORIZONTAL CONTROL ON THE SUBJECT SURVEY WAS A TOPCON APPROX - APPROXIMATE N/A - NOT APPLICABLE TOTAL STATION MODEL# GPT-3005W. ARV - AIR RELEASE VALVE NAVID - NORTH AMERICAN VERTICAL DATUM AVE - AVENUE NAD - NORTH AMERICAN DATUM 10. HORIZONTAL WELL-IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED N AVG - AVERAGE NG - NATURAL GROUND HORIZONTAL POSITIONAL ACCURACY OF 0.05 (FT). THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A TOPCON to (BB) - BEARING BASIS NGS - NATIONAL GEODETIC SURVEY TOTAL STATION MODEL #GPT-3005W. NGVD - NATIONAL GEODETIC VERTICAL DATUM BFP - BACK FLOW PREVENTER @ BILK - BLOCK N & D - NAIL AND DISK 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF BLDG - BUILDING NO. - NUMBER RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR BLVD - BOULEVARD NR - NON-RADIAL EXCEPT AS NOTED. BM - BENCH MARK NSPS - NATIONAL SOCIETY OF T PROFESSIONAL SURVEYORS 11 NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. BOC - BACK OF CURB BOW - BACK OF WALK NT - NON-TANGENT ?c BSL - BUILDING SETBACK LINE NTS - NOT TO SCALE 13. THIS SURVEY DOES NOT IDENTIFY THE LIMITS OR EXTENT OF POTENTIAL JURISDICTIONAL WETLAND BOUNDARIES. 0) DWIF - BARBED WIRE FENCE OD - OUTSIDE DIAMETER C_X - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS ORB - OFFICIAL RECORDS BOOK 14. FENCES EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER OR - OFFICIAL RECORDS 0) 'D 11ilz (C) - CALCULATED SINGULAR OR JOINT WAS NOT DETERMINED BY THIS SURVEY. C - CHORD OUL - OVERHEAD UTILITY LINES 41 CATV - CABLE TELEVISION RISER OTL - OVERHEAD TRAFFIC LINES 15. VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP ". I I I 1� CB - CHORD BEARING (P) - PLAT Line Legend: ��mbof HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.05 (FT)," Survey Preparvd By: CBS - CONCRETE BLOCK STRUCTURE PB - PLAT BOOK NOT TO SCALE CPH, Inc. C & G - CURB & GUTTER PC - POINT OF CURVATURE NOT TO SCALE ARV 16. DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE C1 - CATCH INLET PICC: - POINT OF COMPOUND CURVATURE M - AIR RELEASE VALVE PARKING SPACES (2) OBJECT 500 West Fulton St - = 1 FOOT CONTOURS SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON Sanford,Fl.32771 C/L - CENTERLINE PCP - PERMANENT CONTROL POINT 1!!� - BORING HOLE LOCATION A, - REVISION NUMBER (3) NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. Ph:407322.6641 CLF - CHAIN LINK FENCE PFF - PROPOSED FINISHED FLOOR -5- 5 FOOT CONTOURS CTV RWM CM - CONCRETE MONUMENT PG - PAGE 11 CABLE TV RISER 71 - RECLAIMED WATER METER Licenses: CMP - CORRUGATED METAL PIPE PGS - PAGES ADJOINER PROPERTY LINES ZN - CENTRAL ANGLE RWV 17. CERTAIN INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED Eng.C.O.A.Mm 3215 CO - CLEANOUT PI - POINT OF INTERSECTION _X_X_ = BARBED WIRE FENCE X - RECLAIMED WATER VALVE TO THIS SURVEYOR AS NOTED OR DISPLAYED HEREON. Survey L.B.No.7143 CONIC - CONCRETE PK - PARKER KAYLON - CONCRETE M - ROOF DRAIN Arch.Lic.No.AA2600926 COR - CORNER POD - POINT OF BEGINNING = BROKEN LINE co - Lndsep. Lic.No.LCO000298 POC - POINT OF COMMENCEMENT E CLEAN OUT - SANITARY SEWER MANHOLE 18. THE UNDERGROUND UTILITIES DEPICTED BY PIPE LINETYPES ARE APPROXIMATE IN NATURE BASED UPON AN CRPP - CORRUGATED PLASTIC PIPE LIC - = BURIED CABLE INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT LAMPED OR REMOTELY CUE - COUNTY UTILITY EASEMENT POL - POINT ON LINE UCTV - - CONCRETE MITERED END SECTION - SANITARY SEWER VALVE VIEWED FOR OBSTRUCTIONS OR CONNECTIVITY. OWS - CROSSWALK SIGNAL PIP - POWER POLE = BURIED CABLE TELEVISION - CONCRETE RIP RAP A - DELTA PRO - POINT OF REVERSE CURVATURE - UE - = BURIED ELECTRIC - SCHEDULED ITEM NUMBER (8) (D) - DESCRIPTION PRIM - PERMANENT REFERENCE MONUMENT - �02 - CONCRETE UTILITY POLE - GROUND LIGHT DID - DEED BOOK PSM - PROFESSIONAL SURVEYOR & MAPPER UFO - = BURIED FIBER OPTICS - COUNTY ROAD SYMBOL X X PT - POINT OF TANGENCY - - SECTION CORNER Sign 49gend: DBH - DIAMETER AT BREAST HEIGHT IN INCHES - UG - = BURIED GAS 4XX >_1 DE - DRAINAGE EASEMENT PVC - POLYVINYL CHLORIDE PIPE - URW - - DUAL SUPPORT SIGN El - 4" X 4" CM LID #7143 NOT TO SCALE L PVMT - PAVEMENT = BURIED RECLAIMED WATER LINE DEPT - DEPARTMENT R29E - RANGE 29 EAST (E) - ELECTRICAL MANHOLE (R1) ROW NUMBER SIGN Reference Material DIP - DUCTILE ]RON PIPE - SAN - = BURIED SANITARY LINES EJB - 5/8" IR&C LB #7143 DR - DRIVE R - RADIUS o - ELECTRICAL JUNCTION BOX (B) BUS STOP SIGN 1) PLAT OF SECTION NO. 3 SALTAIR, SECTION NO. 3, RAD - RADIAL - FM - = BURIED SANITARY SEWER FORCE MAIN LINE FO - SIGN D/U - DRAINAGE AND UTILITY EASEMENT 7 - ELECTRIC OUTLET (E) - ENGINEERING PLAN RCP - REINFORCED CONCRETE PIPE TC = BURIED TRAFFIC CONTROL E - SITE BENCH MARK (DINE) - DO NOT ENTER SIGN (R5-1) ACCORDING TO THE PLAT THEREOF AS RECORDED IN LM EJB - ELECTRIC JUNCTION BOX REC - RECOVERED UT = BURIED TELEPHONE LINE 0111 - ELECTRIC RISER OD - STORM SEWER MANHOLE (HC) - HANDICAP SIGN PLAT BOOK 10, PACE 16 OF THE PUBLIC RECORDS OF EL - UNDERGROUND ELECTRICAL LINES REV - REVISION W - FIRE HYDRANT DUVAL COUNTY, FLORIDA. ELEC - ELECTRIC RIP - RADIUS POINT UW = BURIED WATER LINES - STRIPING (DIRECTIONAL) (KR) - KEEP RIGHT SIGN zC R/W - RIGHT-OF-WAY - FLOOD LIGHT ELEV - ELEVATION -I - = CENTER LINE R/W - TELEPHONE CABLE RISER (ME) - MEDIAN SIGN 2) "MAP SHOWING SURVEY OF" PREPARED BY RLS - REGISTERED LAND SURVEYOR ELLIP - ELLIPTICAL - FOUND CONCRETE MONUMENT (AS NOTED RP - RADIUS POINT BOATWRIGHT LAND SURVEYORS, INC, DATED MARCH 5, 15� 1_� EOI - END OF INFORMATION RWL - UNDERGROUND RECLAIM WATER LINE = CHAIN LINK FENCE - FOUND IRON PIPE (AS NOTED) T - TELEPHONE MANHOLE (ND) - NO DUMPING SIGN 2003, FILE# 03-247. Index of Sheets Ilk M ;� :t :z) 4, EOP - EDGE OF PAVEMENT TJB N 0 RWM - RECLAIMED WATER METER ------------ = EASEMENT LINES (EXISTING) 0 - TELEPHONE JUNCTION BOX 0 FB - FIELD BOOK SE - SPECIAL EASEMENT 0 - FOUND IRON REBAR (AS NOTED) 11� (NQ - NO LEFT TURN SIGN (R3-2) 1 COVER SHEET FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION 3) FLORIDA DEPARTMENT OF TRANSPORTATION, SEC 21 - SECTION 21 ------ = EASEMENT LINES (PROPOSED) - TEST HOLE 2 BOUNDARY & TOPOGRAPHIC SURVEY 0 Z FF - FINISH FLOOR SMH - SANITARY SEWER MANHOLE EOW = EDGE OF WATER LINES - GAS VALVE TS8 (N LI) - NO LITTERING SIGN SECTION NO. 7210-113, SIR AlA, DATED 12/12/56. Z FGI - FLAT GRATE INLET I= - TRAFFIC SIGNAL BOX C) SO - SQUARE 01 - GRATE INLET (FL) - NO PARKING FIRE LANE SIGN 0 jz :r Q, I FGLP - FIBERGLASS LIGHT POLE SQ FT - SQUARE FEET = EXISTING DRAINAGE PIPES - TRAFFIC SIGNAL SUPPORT POLE FHYD - FIRE HYDRANT ST - STREET OG - GREASE TRAP MANHOLE WM - WATER METER (NOR) - NO RIGHT TURN SIGN (R3-1) - FORCE MAIN NE:I& IK FM STMH - STORM DRAINAGE MANHOLE A = EXISTING DRAINAGE PIPES (OUTFALL NOT LOCATED) - GUY ANCHOR Sc i Certification: FND - FOUND S/W - SIDEWALK - HW - = HOT WATER SUPPLY LINES VFS - WATER SERVICE (N OT) - NO TRUCKS (R5-2) In r� R FP&L - FLORIDA POWER AND LIGHT - HANDICAP PARKING SPACE 1�zt , (G) - GRID (STATE PLANE) TO - TANGENT BEARING - IRR - = IRRIGATION LINES 0* - WATER SPIGOT (NP) - NO PARKING SIGN Certified to: McDonald's Restaurants of Florida, a Florida Corporation 1-- T2S - TOWNSHIP 2 SOUTH - INTERSTATE SYMBOL WS 0 GIL - UNDERGROUND GAS LINES TELE - TELEPHONE OTL = OVERHEAD TRAFFIC LINES GV 0 WATER SPRINKLER (1 W) - ONE WAY SIGN (R6-2) mom GOV'T - GOVERNMENT - IRRIGATION CONTROL VALVE WV GPR - GROUND PENETRATING RADAR TL - OVERHEAD TRAFFIC SIGNAL LINES OHU = OVERHEAD UTILITY LINES X - WATER VALVE PE) - PEDESTRIAN CROSSING SIGN I hereby certify to McDonald's Corporation that this pIan has been compiled from a survey GTMH - GREASE TRAP MANHOLE TOO - TOP OF BANK - CONCRETE LIGHT POLE WELL z! actually made on the ground under my supervision on September 18, 2014; that it is HDPE - HIGH DENSITY POLYETHYLENE PIPE TOE - TOE OF SLOPE = RAILROAD TRACK LINES - LIGHT POLE (RTO) RIGHT TURN ONLY Parking Table ZZ) HWF - HOG WIRE FENCE TR - TELEPHONE RISER = RIGHT-OF-WAY LINES WETLAND FLAG correct and complies with the modified requirements provided by McDonald's Corporation. ID - IDENTIFICATION TRANS - TRANSFORMER PAD - LIGHT POLE (DUAL) WOOD UTILITY POLE (SL) SPEED LIMIT SIGN lCV - IRRIGATION CONTROL VALVE TSB - TRAFFIC SIGNAL BOX = SECTION LINES - LIGHT POLE (TRIPLE) (ST) STOP SIGN (R1-1) STANDARD SPACES 38 And INFO - INFORMATION TSSP - TRAFFIC SIGNAL SUPPORT POLE = STONE WALL LINES OU - UNKNOWNIVANHOLE ACCESSIBLE HANDICAP SPACES 2 INV - INVERT TVL - UNDERGROUND CABLE TV LINES LIGHT POLE (QUAD) TOTALSPACES 40 1 hereby certify that the attached "Boundary & Topographic SurveV' of the hereon IP - IRON PIPE (TYP) - TYPICAL TOO - = TOP OF BANK LINES + - - CONCRETE PAVERS (SS) STREET SIGN described property is true and correct to the best of my knowledge, information and TOE - *--< - MAILBOX DETECTABLE WARNING AREA belief as surveyed in the field on September 18, 2014_1 further, certify that this UE - UTILITY EASEMENT = TOE OF SLOPE LINES (TZ) TOW AWAY ZONE SIGN IP&C - IRON PIPE &_ CAP IR - IRON ROD LINK - UNKNOWN C' - MONITOR WELLS CONCRETE LIGHT POLE (DUAL) Boundary & Topographic SurveV' meets the minlmuhl t.,�cFi`jitcl-,,standords set forth in UTL - UNDERGROUND TELEPHONE LINES = TREE LINES MW (TE) TRUCK ENTRANCE SIGN Rule ChapLer 5J-17 of the Florida Administrative - ----- IR&C - IRON REBAR & CAP IRR - IRRIGATION W/ - WITH TRAV - = TRAVERSE LINES NAIL & DISC (AS NOTED) CONCRIETE LIGHT POLE (TRIPLE) (U) UNKNOWN SIGN WL - UNDERGROUND WATER LINE e_jW2 - '_ Sheet No. L - ARC LENGTH WILP LINK - FOUND/SET NAIL (AS NOTED) CONCRETE LIGHT POLE (QUAD) (WL) WEIGHT LIMIT SIGN NOTE: OcT 21 K14 - WOOD LIGHT POLE = UNKNOWN BURIED LINES LB# - LICENSED BUSINESS NUMBER WM - WATER METER = VINYL FENCE LIP - LIGHT POLE BRICK PAVERS UNK - UNKNOWN RISER THIS SURVEY IS NOT VAUD WITHOUT SHEETS I THROUGH 2 OF 2. (M) - MEASURED WIP - WORK PROGRAM = WOOD FENCE GARBAGE CAN (WW) --u- WRONG WAY SIGN For the Firm By 7' WPF - WOOD POST FENCE VENT (AS NOTED) TITLE BLOCK ABBREVIATIONS Paul J. Katrek MB - MAP BOOK WPP - WOOD POWER POLE PBX (Y) YIELD SIGN Eng.=ENGINEERING L.B.=LICENSED BUSINESS I MBX - MAILBOX WV - WATER VALVE = WETLAND LINE PULL BOX (AS NOTED) WIRE HEIGHTS (SEE CHART) C.O.A.w CERTIFICATE OFAUTHORtZATION Arch.=ARCRITECTUPAL Professional Surveyor and Mapper Landsep.=LANDSCAPE NIA =NOTAPPLICABLE Lie. �LICENSED Florida Registration No. 6233 of 2 No.mNUMBER P.O.=POSTOFFICF CC_PMGHT_ VVVVw.Cphcorp.com A Full Service A & E Firm Architects Engineers Landscape Architects M/ E/P Planners Structural N Surveyors Traffic/Transportation FGI TOP OF GRATE ELEV=5.69 Development Coordination E INV ELEV(15' CRPP)=,3.10 INV ELEV(24" RCP)=3.16 Offices in- Florida 5 INV ELEV(15" RCP)=3.20 BOTTOM ELEV=2.24 Puerto Rica X:: Connecticut Maryland A? Texas GRAPHIC SCALE SITE BENCHMARK#2 FG1 SMH TOP OF GRATE ELEV=6.15 TOP OF PK NAIL & DISK TOP OF LID ELEV=6.44 im 0 FA VD Am W INV ELEV(B" PVC)=2.31 N INV ELEV(15" RCP)=3.38 STURDIV NTAVENUE EDP WITH "BM- LB #7143 1 1 1 E INV ELEV(12" CMP)=3.50 CMP (F (AREA UNDER CONSTRUCTION) ELEV 6.85 EOP SE INV ELEV(6' PVC)=2.95 W INV ELEV(12" CMP)=3�80 `ORMERLYR� AKEVIEW AVE(P)) 9/18/14 610 12" 0 SET PK N&D BOTTOM ELEV=3.39 El EV 4.�3 -OF-WAY WIDTH) �b' �(50' RIGHT W1 LB# 7143 'b 7 IN FEET END 1/2" IP W1 77 ID (O.S W) 02, 1�1 CONC APRON 10" OAKCTV I 1�� PB ELECTRIC 1 inch 00 ft. NO I.: - . - 12 "1 - Awww" (NP: T--- -7 - -7 REE SPHALT APR A/� X 15" PALM C�j TREE OHU 0 U _QHU OHU -7- OHU CHU OHU 10D�0' (C) 0 -8--50' (P) 6 4.0' (C) X ...... (TZ) 7" ALM 7" P/ TREF, 50 50, (P� 7" PALM9Vo50' 10" OAK �_y 12" CMP (P) TREE TREE- FIRE TREE S i,lz 7 6' 8" IR&C R_ W1 LB# 7143 PA M C) ELEV= 5.18 'D --7 7 TREE CON'Q FLUMIE b b /\��c \. \1 GONG 1:3.' PA M Xb -IT APPARENT USEE ob T �:DUMPSTER.:.: TREE FLUME CO :��E C BY OTHERS B :E:A X_ 6- TREE X 1�1 OAK 15" SYCAM�RE "R ?. I : _ .. - 11 (n TREE ONG 10O.C, (C) (ST C) PAD T 14" PALM L '5NOP OF Lb E =8. 8 �b, TREE lb/-\,�b N INV ELEV(4" PVC T )=6.69 to BO E 3.18 �5' OVERHANG TTOM 5.0' (D) Cb El RAISED CONC CURB X .......... W1 SPEAKER ASPHALT PVMT 7.3' 6 GTMH G LOT 650 T 845 LOT 846 LOT 847 TOP OF LID ELEV=3.92 LOT 848 LOT 844 LO LOT 849� ,/ /1'. PLAT OF SECTION NO. 3 cc S INV ELEV(4- PVC TEE)=6.63 ASPHALT PVMT V=3�1 6,� 10' OAK _1b TREE PLAT OF SECTION NO. 3 SALTAIR lb 9- _____BOTTOM ELEV=116,-\ D_ j > N .. .......... 6' HIGH, 0.67' THICK 3' PLASTIC SALTAIR - ----------------- >W PE3 10, PC 15 � _:�, � �..: - JD_ GONG BLK WALL _cD PICKET FENCE PB 10, PG 16 12" SYCA�OR GONG DRIVE 100-0, (C) TRE ob C CO c��D�\ ---------- 0 0 X .......... V) 10" PA C,I�C� t 1p* TRE _E 1/2 0.3' W C�` I - . �-, , -P j /I , , FEN CE 9- X/\ OF L 845- �x T,_�w -BOLLARDS DECK 1� .........____X HOI U (TYP) r- 25.D'- 10" PALM "IA0 WN I �C�, 2,�" OAK .%.I;. _ TREE 3' PLASTIC TREE TREE %U 01. 1 . .3 26.1' lb PICKET GATE(b Al� ....... ..........___ ' . . 0 Q -to 10 PAL E 11 K A/C W/ n/ .0 xc� TREE[ FREEZER TR E @4" OA!�t PAD x1b REEC4 EM 10 14" OAK 24' -4 (APPARENT USE BY OTHERS) -,x 99.2' lb 0 lb RE# 7 2 0 12" DA 9 2 STORY CBS 0 0 OWNER: LYO N R ET AL 2 KTRE, RE# 170696-0000 12 ADDRESS: C BLVD RE M OWNER: MCCUIRE NANCY 1 PALM lb ADDRESS: 425 ATLANTIC BLVD 1 :9 LADDER 9"T OAK T'I CA �yz or N ONA 4 T TI 47 A LA WINDOW OPENING FEE TREE -9 ATLANTIC BEACH, 32233 ............. CO. C, ATLANTIC BEACH, 32233 TREE ORB 12720, PG 368 C� --------__ - < 9' OAK 8" OAK ORB 8430, PG 2203 ALI . REE TREE 10 0.0' (C) > ... ........ i ��_t . 6' PLASTIC --------------- ...... 50' (P) A AM A 50' (P) 50, (P) FENCE �_P� - - I 50' (P) (P) v,25' (P) 25' (PJF (P) 25' (P) 25 11.4' (P) P) 25' (P) 0/ 1 25' (P) 25' (P) 25' (P) P) 25' (P) 2�' 1 �"bl%b \ 1 -3 PLASTIC McDONA WS PARCEL w El PICKET FENCE TREFE . p,, / T R # 17 694-0000 ........ -0, OWNER FIR NCHISE REALTY PLAY AREA :� 25 INTERSTATE CORP =25' if-.L L Y C� .............. X C/O SHAWN KUTHAN Q 3 ORB 5, PG 532 WIN[OW OPEN T# ................ 0 A[DRESS: 4 ATLANTIC BLVD SUBJE TPARCEL 100.0, (C) E � _j I ONTAINS 45,000 SO FEET, < Q� 10" �AL� OR 1.03 ACRES 1�� GONG RAMP 7: C� T�EE to �41 co X", 04 x1b, 11" SYCAMORE� ---- --------- FFSTETV1-C9-B89 GOLDEN REDBOX 1�4 cm .1 18" aK C) �E 9" �AL� GOLDEN RENTAL ARCH 2 STORY CBS AR(H 7EE TREE C1. 1. COLUMN BO, :C�. X 7b .. . 9�x Q COLUMN Ql� I C�', I b�) 1511 CA - C, 'C� �:' HILL C�Q�3 A� �),4. 1 1b. - - LOT 835 LOT 836 LOT 837 Qk 0 m L ..... 'LOT 826 827 -��LU 1 828 - LOT 829 1_07,�,3� (HC)1 q., ,�? A_OT 833 - LOT 822 LOT 823 OT k4 LOk 82-1 z F E� YU I n)I LOT 832 LOT 834 a (D lb Ej 'D 0 0 PLAT OF SECTION NO. 3 - cj)1 0 /// SALTAIR '8 PALM lb 1b PLAT OF SECT E AL c) 100.0, (C) Cb MTI L NDRA PB 10, PC 16 1 I-)-q K,, 8 PAL%. C;/ Survey Prepared By: 0 ..... C� )1111!i 0,/ SALTAIR REE FREE PH 10, PC 16 0 ID C�- 18')PINE *_X 1A ION NO. 3 CPH, onc. O� lb" 10 GONG C� OVER AN X TR F FLUME -0 500 West Fulton St� ............ DE X" :: 0- 1 " N i, BRICK VERS D Sanford, Fl.'32771 V) (DN 36" 0 XIZ Ph:407.3216841 9" PA < lc� (b TRE 9 Licensm _,TRE /�b 1�_,N \ 0). 1 �z X Eng.C.O.A.No.3215 -vey L.B.No.7143 DEN 1CP 01, GOL V , 100.0, (C) Sur ARCH 12" SYCAMPRE S ARCH 17" OAK 9� Arch.Lic.No.AA2600926 10 TREEI 0 COLU N COLUMN C� b. co k lb DONALD' X X \DRIVE THRU' TREE 0) 6 SIGN ASPHALT�PVMT 5" C K �K Lnd*;cp.Llc�No.LCO000298 TREE E" a GONG y S )RV� HRU C16 / X/\ T FLUME �Cl ) SPA(ES C'. 6 PADv 5.0' (D) lb 19" OAK TFLEE #2 -'McDONALD S X C� TREE _�x 9 PAL� -9- -LAR-G C�l X", 9- FND 1/2- IP WOODEN .......... ,q* WOODEN DRIVE TER PBX PB ELECTRIC X ob, FND 1/2" IP r M�DONALD'S (TZH)z (�) PLAZA SIGN FND 4"X4" CM W/ NO ID FND 1/2- IP c�l SIGN x1b, 10" PALM W/ NO ID W1 NO ID TREE 103.6B (A) Ik '0 3.1' W/ NO ID REG 5/8- IR&C_ 1) j N q, lb >. W/ LB# 7143 CO 10D.0' (C) 100.18 (A) 25' (P) 'b 25' (P) 25' (P) �3, 25, 25' (P) 33.8' (C) _L�l LP) 25' (P) 25' �_P) - S 89'22'29" W 208,082' 4j] 'b -9 VID ICV #(Bu) 42.5.0 �b 1b. 0.00, TREE cb'��' �NORTHERLY R/W LINE OF ATLANTIC BL S 89'22'29" W 7 IT QC N 5' GONG WALK R/W MAP NO� 7210-113 CHU OHU OHU C 5' GONG WALK , .. . .:. T : I q>1. .., . CHU OHU . I , 0- . .._. . :, . 1. . . - ---4�b�p OHU CHU CHU OHU -- 5 CONC�.. OHU 0 _qC H b.D 0HU -OH _GH 7 OHU OFP. U GONG APRONItR�� a LU OHU A..P X 0 , CONC-A PAO IV F F .5 8 6()2- OHU ROW- 7_11-17 2' CONC C & G -I-- 1b, D N 2' CONC C G F 'D /\V, I L SITE BE MARK#1 TOP OF GRATE ELEV=7 57 RCP) 4 TOP OF PK NAIL & DISK SE INV ELEV(18 =3.03 BOTTOM ELEV=3.03 WITH -151 LB #7143 ELEV 8.37 A'FLANTICBOULEVAR (P) SR NO. A-1-A & 10 z -4 (101' RIGHT-OF-WAY WIDTH PER FDOT R/W MAP SECTION NO. 7210-113, DATED 12/12/56) 4 FGI TOP OF GRATE ELEV=7.50 NW INV ELEV(13" RCP)=2.65 E INV ELEV(UNABLE TO VERIFY SIZE)=2.22 W INV ELEV(UNABLE TO VERIFY SIZE)=2.22 BOTTOM ELEV=2.22 �:Xfi: . . ... Cmlw2A NOTE: SheetNo. THIS SURVEY IS NOT VAUD "THOUT SHEETS I THROUGH 2 OF Z TITLE BL OCK ABBREVIATIONS Eng.m ENGINEERING L.B. LICENSED BUSINESS C.O.A. CERTIFICATE OFAUTNORIZATION A-rch.m ARCHITECTVRAL 2 F 'mfommm 71 Landsep. LANDSCAPE NIA m NOTAIPPLICABLE Lie. LICENSED No.=NtMER P.0.�POSTOFFICE (D�COPYRIGHT of 2 AW naj I4B STURDIVANT AVENUE 3A119 na(FORMERLY LAKEVIEW AVE(P)) KEYNOTE LEGEND 4D NN(50' RIGHT-OF-WAY WIDTH) ............. ............. ........... (D PROTECT&SAVE EXISTING TRANSFORMER............... --------------- 19 q...... IV PROTECT&SAVE EXISTING TREE.PROTECT&SAVE EXISTING RED BOX. 4 C ..............PROPOSED SAW-CUT LIMITS. cphcorp.com ANN PEE]............. 3 F ..... ..... 5 2A 4E] vice Ser ................................... ....................... EXISTING UTILITIES TO BE SAVED& PROTECTED. ADJUST N . ............TOPS TO MATCH FINISH GRADE &TO BE TRAFFIC BEARING A & E Firm H WHERE APPLICABLE. A ml Architects NEATLY SAW-CUT, REMOVE AND MATCH EXISTING CURB AND .1 7; .......... Engineers GUTTER AND PAVEMENT WITH A SMOOTH TRANSITION. Environmental 2 NEATLY SAW-CUT, REMOVE& MATCH EXISTING PAVEMENT TO 9..................... )Q - PROPOSED CONCRETE WITH A SMOOTH TRANSITION. M E P 9 1 C 4 12 .......... <D PROPOSED SYSIL 6" F1,BI Landscape Architects 12 Planners GRAPHC SCALE 3C Structural ..................... PROPOSED PAVEMENT STRIPING, SEE DETAILS SHEET C-5.7 9 Surveyors ..................... 0 10 20 40 PROPOSED HANDICAP STRIPING. SEE DETAIL, SHEET C-5. i_z...........4 7 9 A bu................. > 1 INCH 20 FEET PROPOSED 24"WIDE WHITE PAINT STOP BAR ON PAVEMENT. ........... Offices in: PER FDOT INDEX#1 7346..................... �5 PROPOSED DYSL 4"(LINES TO BE EXTENDED FROM THE 3E ............ ............. ........... Florida ........................... . ............ 5A ISTOP BAR) 41 Puerto Rico 6 PS) PROPOSED HANDICAP RAMP 1:12 MAX. RUNNING SLOPE, 2%................................... Connecticut MAX. CROSS SLOPE PER FDOT INDEX NO. 304, 3'TRUNCATED(M) DOMES TO BE OVERLAY PAD. SEE DETAIL, SHEET C-5.IMaryland (uu D)......................... 5.00;2 Texas N PROPOSED TRUNCATED DOMES TO BE OVERLAY PAD 36'............................ DEEP.PROPOSED SERVICE/DELIVERY RAMP.................. ............ ................ - - - - - -PROPOSED CURB AND GUTTER. STANDARD CURBING SHOWN 9 PROPOSED CONCRETE PAVEMENT. SEE DETAIL, SHEET C-5.A 4 00' SHADED. SEE DETAIL, SHEET C-5............ 2 ............ ....... PROPOSED CONCRETE SIDEWALK PER FDOT INDEX#310 (5%K.......... 4 MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE).................. ..............PROPOSED CONCRETE PAVERS PER McDONALD'S SPECIFICATIONS BOUNDED BY 6" RIBBON CURB(5% MAX. >X - - - - - - - LONGITUDINAL SLOPE,2% MAX. CROSS SLOPE).D 0 N A L P 2D Cn cD -5.:=7 PROPOSED NOSE DOWN CURBING, SEE DETAIL, SHEET C> ... .............. IQ PROPOSED OUTDOOR ENVIRONMENTS.A MINIMUM OF 5% ..............ATIO TABLES TO BE HANDICAP ACCESSIBLE. PROVIDE 30"P ........... WIDTH, 27" KNEE CLEARANCE,AND 19" OF UNOBSTRUCTED.............. .. .... . H DEPTH. IDENTIFY WITH SIGNAGE. ............... ............. 13 C7 ........... -THRU STANDARD MODIFIED A SIDE BY SIDE DRIVE PROPOSED PATIO AREA: CONCRETE PAVERS PER MCDONALD'S SPECIFICATIONS BOUNDED BY 6" RIBBON CURB 20' I .......... 7,00' 3 SIDE BY SIDE DRIVE-THRU A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE .......... (2% MAX. SLOPE IN ANY DIRECTION). 1.SIDE BY SIDE DRIVE-THRU CURBING DETAILS: 3E DRIVE-THRU SIDE.IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD DECORATIVE ALUMINUM RAILING PER MCDONALD'S DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-O".LANES BOUND SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. (HC) SPECIFICATIONS. BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. ..................... OF 10'-O". AUGER SINGLE ARM"McDONALD'S GATEWAY"FOOTING 18"TO 24"FROM FACE OF CURB.OR 21 22 DOUBLE ARM GATEWAY SIGN SHOULD BE LOCATED AT THE TIP OF THE ISLAND. SEE PROPOSED CONDUIT CONNECTION. SEE MENU BOARD AND 9 COD MANUFACTURER'S DETAILS. FBITHE MIN.RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-0". MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. ................. 17 PROPOSED SWSL 4" PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE.(LESS CURVING,THE THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE BETTER). RIMARY GOD MUST BE 16-0".THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURB 4 0 FACE OF THE PRIMARY LANE. (n ............ 5.00, 6 THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 36-45'. THE LENGTH OF THE ISLAND FROM THE COD ALLOWS FOR THREE CARS IN THE SECONDARY LANE,TWO THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE 2 .............13 ......................... ....................... IN THE PRIMARY LANE AND ONE AT THE COMMITMENT POINT. PRIMARY COD ........... .............. THE ISLAND WIDTH SHOULD BE 1TAT THE WIDEST POINT(FACE OF CURB TO FACE OF MlE.................... CURB). 4 SIDE BY SIDE DRIVE-THRU EQUIPMENT POSITIONING FOR SECONDARY LANE: 20 9 6 TO POS I TI ON TH E S ECON DARY COD,D RAW AN ARC WI TH A 14'RAD I U S THAT I S C E NTE RE D ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14'-O"MIN, PA 0 N FROM THE MIDPOINT OF THE ISLAND TIP,THEN OFFSET THE FACE OF CURB BY 24"TO 6 C1 2. ..... ... RKING INFORMATI 12 j(N L) DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF SECONDARY COD. .......................I................................... ............. TOTAL -THRU PAVEMENT MARKINGS: .............................................. .............. . ...... ........ PARKING REQUIRED: 1 SPACE/4 SEATS; 2.SIDE BY SIDE DRIVE 9 DRIVE WHEN THE SECONDARY COD IS LOCATED AT 14',THE LOOP DETECTOR IS TO BE 2'FORWARD SPACES 79 SEATS 4 20 SPACES 9 6"WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. BI ........... ...... OF THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP REQUIRED ..........14 HR 9 LANE STARTS AT DRIVE-THRU ENTRANCE WHERE"McDONALD'S GATEWAY"IS LOCATED. PERPENDICUI AR TO THE SECONDARY COD WHEN POSSIBLE. IDRI 18 20 -HEADED ARROW PAVEMENT MARKING,STANDARD STRIPING MARKINGS ARE 7'DOUBLE 20B THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22"FROM FHRU ISHAFT,TARROW STEM AND TFOR THE ARROWHEAD.TIP OF ARROWHEAD TO BE LOCATED(S)i EC FACE OF CURB AND APPROXIMATELY 6-0"FROM THE TIP OF THE CURBED ISLAND.THE END .S) TOTAL AT CENTER OF EACH LANE. (D 38SPACES---- ........... CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12 FROM FACE OF CURB.SPACES .......... (OPTIONAL OPO MEN U BOARD-THE EN D CAP OF THE SECONDARY MENU BOARD SHOULD NOT EXISTING MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD SIMULTANEOUSLY ......... BE LOCATED OVER THE INNER FACE OF THE CURB.) ANGLE SHOULD BE TO MAXIMIZE FIRST 2 DISABLED SPACES. ..................... ....................... WOULD MEET,THE MERGE POINT STRIPING IS TO BE LOCATED BY OFFSETTING THE INNER CARVIEWING. .............................. PRIMARY LANE BACK OF CURB 9.0'AND OFFSETTING THE OUTER LANE STRIPING 8.0.AT THE ......................... 40 .......... ........................ .......... ------ AUGER"McDONALD'S ORDER HERE CANOPY"COD/CANOPY FOUNDATION TIGHT AGAINST BACK INTERSECTION OF THESE OFFSETS,A 6"YELLOW STRIPE IS TO BE MARKED PERPENDICULAR ......... ..... ...... TO THE OUTER LANE AS WELL AS THE INNER PRIIMARY LANE. PD-------- TOTAL < .............................................................: j. . .. - OF CURB.SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. ...................... ....................... ............................ ... ....... 31 SPACES.................................................................................................. ...............1.1_1.111�;___,�_......... SPACES.......... ............ ......................... ..................... .................................................. F251 THE WORDS"THANK YOU"ARE TO BE PLACED AFTER THE 8"WIDE YELLOW STRIPE(PAINTED THE SECONDARY MENU BOARD SHOULD BEATAN ANGLE BETWEEN 30'AND40'TO MAXIMIZE D_ n_SHOULD BEAT AN ANGLE NO GREATER THAN 30'TO MAXIMIZE SECOND CAR VIEWING.) C-4 O-) 33 I PROVIDED 2 DISABLED SPACES YELLOW). SECOND CAR VIEWING (OPTIONAL OPO MENU BOARD-THE SECONDARY MENU BOARD M2E THE 8"WIDE YELLOW STRIPE PRIOR TO THE WORDS"THANK YOU"IS FOR PARKING CARS -0 0 z cf) -�5 CN ...................................................................... ATLANTIC BOULEVARD THAT ARE WAITING FOR ORDERS.THE STRI PE SHOULD BE 40'FROM TH E CENTER LINE OF THE OPEN PRESENT BOOTH WINDOW, 5.SIDE BY SIDE DRIVE-THRU DETECTOR LOOP:SR NO. A-1-A & 10 DETECTOR LOOPS SHALL BE LOCATEDATTHE CENTEROFTHE OPENING WINDOW AT THE CASH AND PRESENT BOOTHS.-WAY 3.SIDE BY SIDE DRIVE-THRU EQUIPMENT POSITIONING FOR PRIMARY LANE: _0 >� _0 SITE NOTES 1. EXISTING UTILITIES ARE SHOWN IN SCHEMATIC ONLY. MIN.60'(+/-F)LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE COD FACE AND THE (D CONTRACTOR SHALL USE DUE REGARD WHEN PERFORMING ANY CENTER LINE OF THE OPEN CASH BOOTH WINDOW AS MEASURED ALONG THE CENTER LINE SIDE BY SIIDE DRIVE-THRU OPTIONAL FEATURES-SITE PLAN SITE DEMOLITION. OF THE LANE.THIS MAY ONLY BE INCREASED IN 20'INCREMENTS TO A MAX.OF 100'.100'IS U)OPTIMAL. 1,SIDE BY SIDE DRIVE-THRU OPTIONAL EQUIPMENT:2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK 0 20' THE EDGE OF THE PRE-SELL BOARD SHOULD BE 18"-24"FROM FACE OF CURB(12"IS 0 0 U) 0 AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 10.0'FROM THE CENTER THE MINIMUM).THE DISTANCE BETWEEN THE PRIMARY COD AND PRE-SELL BOARD IS GROUNDBREAK. I OF THE COD FOUNDATION. TO BE 30'AS MEASURED ALONG THE CENTER LINE OF THE LANE.THIS IS MEASURED Plans Prepared By:3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH FROM THE CENTER OF THE PRE-SELL BOARD FOUNDATION TO THE CENTER OF THE CPH, Inc.PAVEMENT. _3C] THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 40-AND 50-ANGLE FROM A COD FOUNDATION.THE ANGLE OF THE PRE-SELL BOARD SHOULD MAXIMIZE VISIBILITY I4. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN CAR POSITIONED AT THE COD TO MAXIMIZE SECOND CAR VIEWING. TO THE THIRD CAR FROM COD.. 500 West Fulton St.DEMOLITION (BOC)WHICH INDICATES BACK OF CURB. Sanford,Fl.32771 AUGER"McDONALD'S ORDER HERE CANOPY"COD/CANOPY FOUNDATION TIGHT AGAINST BACK Ph:407.322.684,1 KEYNOTE LEGFEND 5. CONTRACTOR TO SEAL AND RE-STRIPE AFFECTED PARKING AREA. OF CURB.SEE MANUFACTURER/1-OCAL SPECIFICATIONS FOR DETAILS, STRIPING TO BE REPLACED AS EXISTING EXCEPT WHERE NOTED "ANY LANE,ANYTIME"BOLLARD TO BE MOUNTED TO THE GATEWAY BAR. Licenses: ......... ................................................. ............................ OTHERWISE. Eng.C.O.A.No.3215 ITEMS NOT PROVIDED OR UNABLE TO MEET LAYOUT CRITERIA DUE TO SITE CONSTRAINTS.REMOVE EXISTING PLAYLAND.SEE SITE 6. ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE Survey L.B.No.7143 NOTES, # 15. FLUSH WITH FINISHED GRADE. ALL PARTS TO BE TRAFFIC BEARING Arch.Lic. No.AA2600926 DRIVE THRU CRITICAL DEMENSOONS AND NOTF-S E 029 -20 LOADING). Lndscp. Lic. No.LCOOO 8 REMOVE XISTING CUSTOMER ORDER (AASHTO H 7. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY DISPLAY (COD). COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING SITE DATA REMOVE& RELOCATE EXISTING MENU I......................... BOARD (M). ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE THE PURPOSE OF THIS PROJECT IS TO UPDATE THE SITE LEGEND ENTRANCE LOCATIONS, SIZES,AND CIRCUITING. EXISTING DRIVE-THRIJ AREA BY REMOVING AND/OR .............. .......... REMOVE EXISTING BOLLARD. 8. MODIFY ALL NON-COMPLIANT EXTERIOR DOOR HARDWARE,AS EXISTING CUSTOMER ORDER DISPLAY TO BE REPLACED RELOCATING THE EXISTING DRIVE-THRU EQUIPMENT,AND NECESSARY,TO COMPLIANT LARGE OFFSET D-PULL DOOR EXISTING MENU BOARD TO BE RELOCATED P CONSTRUCTING A SIDE BY SIDE DRIVE-THRU WITH ALL REMOVE EXISTING PLAY AREA FENCE. HARDWARE. (D SUPPORTING EQUIPMENT AND BRING THE SITE INTO ADA......------- REMOVE EXISTING SIDEWALK/PAVERS. 9. ENSURE ACCESSIBILITY STICKERS ARE PLACED ON ALL PROPOSED DRIVE-THRU GATEWAY BAR. ........ ....... COMPLIANCE. ..................... APPLICABLE DOORS. (M) PROPOSED MENU BOARD -7\ 1 0.ENSURE SPEECH/HEARING IMPAIRED SIGNAGE IS PROVIDED AT SITE ADDRESS: 435 ATLANTIC BOULEVARD (COD) PROPOSED CUSTOMER ORDER DISPLAY SPEAKER ............... COD, CASHIER WINDOW 8,PRESENTER WINDOW.3 S SIGN. (D REMOVE EXI TING q I <REMOVE EXISTING CURBING. 1 1.TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. ATLANTIC BEACH, FLORIDA 32233 PROPOSED DETECTOR LOOP..... ......... ............. ...... (PS) PROPOSED PRE-SELL BOARD 7�: .................. TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM PARCEL I.D. NUMBER: 170694-0000 CONTRACTOR SHALL ENSURE THE MAXIMUM CONSTRUCTED LEVEL Ila . ........... ----- _9\ REMOVE EXISTING PAVEMENT.10 REMOVE EXISTING STRIPING. ALLOWABLE UNDER THE ADA AFTER SETTLEMENT, EXPANSION, PROPOSED ASPHALT PAVEMENT 0 ........... CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4"HIGH MAXIMUM SITE TOTAL AREA: 45,000 S.F. (1.03 A.C.+)6.82' SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL PROPOSED CONCRETE PAVEMENT ILL EXISTING LAND USE: FAST FOOD WITH DRIVE THRU z BETWEEN 1/4"HIGH MINIMUM AND 1/2"HIGH MAXIMUM SHALL BE PROPOSED ASPHALT PAVEMENTIRE-GRADING U BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. L54 0 3�5 PROPOSED LAND USE: FAST FOOD WITH DRIVE THRU PROPOSED AREAS OF DEMOLITION 65' ....... 12.FILL EXPANSION/CONTROL JOINT WITH EXTERIOR GRADE ICONCRETE EXPANSION JOINT CAULKING. FILL ENTIRE LENGTH OF EXISTING USE: McDONALD'S RESTAURANT SYSL/6" SINGLE YELLOW SOLID LINE 6"WIDE LU U ............ fn JOINT SUCH THAT ANY CHANGE IN ELEVATION DOES NOT EXCEED PROPOSED USE: McDONALD'S RESTAURANT SWSLA" SINGLE WHITE SOLID LINE/4"WIDE Uj DYSL/4" DOU BLE YELLOW SOLI D LI NE 4"WIDE DRIVE- THRU DIMENSION TIE 1/4"IN ELEVATION FROM THE ADJACENT CONCRETE SURFACES LU 0 ................I.. WHEN CAULKING HAS CURED. FOR JOINTS WITH VOIDS DEEPER ZONING: 20' 0 ORDER WINDOW THAN 1/2", INSTALL CONTINUOUS FIBERBOARD EXPANSION JOINT SUBJECT SITE: ACG COMMERCIAL GENERAL Z FILLER BELOW CAULKING TO SUPPORT CAULKING ABOVE. 13.CONTRACTOR TO REPLACE DAMAGED PLANT MATERIAL, NORTH: STURDIVANT AVENUE PRESENTER WINDOW.......... (D (D .............I ."'. 'I., I EA 3T: ACG COMMERCIAL GENERAL z INCLUDING SOD, IMPACTED BY CONSTRUCTI N ACTIVITIES IN FORWARD PRESENTER WINDOW C) ACCORDANCE WITH THE LANDSCAPE PLAN. SOUTH: ACG COMMERCIAL GENERAL EXISTING PARKING COUNT 10 14.CONTRACTOR TO MODIFY IRRIGATION AS NECESSARY TO WEST: ATLANTIC BLVD. (S.R. NO.AIIA&10) 6 = PROPOSED PARKING COUNT A................. CCOMMODATE NEW LANDSCAPE.0) SPACE X 15.PLAY PLACE MUST BE PERSONALLY DESTROYED OR TAKEN TO RESERVED DRIVE-THRU PARKING, PROPOSED AREA CALCULATIONS:LANDFILL BY CONTRACTOR, Li ................ I --u=-(HC) HANDICAP SIGN (FTP-25) BUILDINGAREA: 3,782 S.F. (8.40%) .......... (D E) DO NOT ENTER SIGN (R5-1) IMPERVIOUS AREA: = 28,476 S.F. (63.28%) ............. PERVIOUS AREA: = 12,742 S.F. (28.32%) (S) STOP SIGN (R1-1) .......... . ......00 (RT) RIGHT TURN ONLY SIGN(R3-5R) EXISTING AREA CALCULATIONS: `1 CA ......... NO LEFT TURN SIGN (R3-2) ............ � 3,782 S.F. (8.40%)....................... ............ BU ILDING AREA: I (DT) RESERVED DRIVE-THRU PARKING SIGN,IMPERVIOUS AREA: = 29,154 S.F. (64.79%) PERVIOUS AREA 12,064 S.F. (26.81%) I....... ..... ...................... TOTAL: 45,000 S.F. (1 00.00%)d�L5 12.59'... ......... .......... Sheet No.9 ................................... ... .......... ............. 14'...... 4 24' 2. NOTES: ............. -- ---------................ . . ............... ....................... .......... . ............ ................. U OPOSED.1). NO ADDITIONAL SEATS PRU co M A McDONALD'S PROJECT AREAS OF DEMOLITION DRIVE-THRU SIGHT TRIANGLE MENU BOARD TIES CM1111111743 7* 7 2). IMPER"Y'10"US AREA REDUCED.30' 20' 20' CODE: 009-0272 ....................... ............................. ......... EROSION AND SEDIMENT CONTROL PLAN NOTES H STURDIVANTA VENUE(FORM ERLY.:.'LAKEVIEW AVE(P))"'(50' RIGHT-OF-WAY WIDTH) SITE DESCRIPTION...............-----...................... DUST CONTROL ....................... ............ .................. ............................. A. SITE LOCATION: .. ............. A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY I ITHE SITE IS LOCATED AT 435 ATLANTIC BOULEVARD,ATLANTIC BEACH, FLORIDA 32233 MINIMIZE THE TRANSPORT OF FUGITIVE DUST, IN NO CASE SHALL FUGITIVE DUST BE ....... . ........ .. . .... ..... ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. I............... B. SITE CONDITIONS&ACTIVITIES NARRATIVE: www.cphcorp.com ........................ .. ........... ............ THE EXISTING CONDITION OF THE SITE IS DEVELOPED WITH AN EXISTING McDONALD'S B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE RESTAURANT.THE SITE WILL REMAIN AT APPROXIMATELY THE SAME GRADE AND HAVE VEGETATED. IA Full Service INO MAJOR EFFECT ON ABUTTING PROPERTIES. ..... ............ .. ........... ............................... I..................... C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR A & E Firm ......... IWETLANDS/BUFFERS VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR INO WETLANDS OR BUFFERS ARE ASSOCIATED WITH THIS PROJECT . Architects M.E. ITRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH ... ....... CONTROL SHALL BE EMPLOYED.THESE METHODS MAY INCLUDE ERECTION OF DUST Engineers M.E. PLANINTENT CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN............8.38± Environmental M.E. THE INTENT OF THIS PLAN IS TO PREVENT THE RELEASE OF SOILS,TRASH,CHEMICALS, ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT 8.50± I. .. ... TOXINS AND OTHER POLLUTANTS, BY WATER,AIR,VEHICLE TRANSPORT OR OTHER SHALL BE 4 FEET. Landscape Architects 4 ., MEANS THAT CAN IMPACT STORM WATER QUALITY. THE CONTRACTOR SHALL ENSURE M / E/P 8,80 GPONPHIC SCALE THAT THE BMP'S ARE INSTALLED AND THE EXECUTION OF THE WORK IS PERFORMED TO WASTE MANAGEMENT Planners 9�5n MEET THE INTENT OF APPLICABLE LAWS, REGULATIONS AND THIS PLAN. M A. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED 0 10 20 40 ................. DAILY SUCH THAT THEY WILL NOT IMPACT STORMWATER OR LEAVE THE PERMITTED AREA, Surveyors 9.7 I.,...... .................................................. ....... ..9.25 .................. GENERAL NOTES AND DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND .............................................. & AN ENVIRONMENTAL RESOURCE PERMIT 13 NOT AVAILABLE FOR THIS SITE DUE TO Traffic Transportation......... M.E. FEDERAL REGULATIONS. 1 INCH=20 FEET I ............ ORIGINAL DEVELOPMENT BEING BUILT PRIOR TO PERMITTING RULES. B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS,OILS, FUELS, HAZARDOUS Offices in: WASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED AND 930 M F M'E B. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BE IM.E. CONSTRUCTED AS SHOWN ON PLANS. DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL 9.27 , , - --! ,* e Florida 9.20±.......... ............ -------- --------................ ........ C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF FROM THE SITE,AND DOES NOT IMPACT STORMWATER OR GROUNDWATER. REGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE IS NOT DISCHARGED to Rico Puer I .........................9.85 LEGEND SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY.WHILE Connecticut 9.35 THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC,THEY SHALL BE C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIES Maryland 9.85 DIRECTION OF FLOW EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: TO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE,AND DO NOT IMPACT STORMWATER OR GROUNDWATER, (E.G.CONCRETE/MASONRY WASHOUT, Texas M.E. H.P. PROPOSED HIGH POINT 1. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL PAINT WASHOUT, EIFS, ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLY............ UPSTREAM LOCATION. AND ENSURE THAT WASHOUT AREAS ARE PROPERLY MAINTAINED TO PROVIDE LIMITS OF DISTURBANCE 11. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE ADEQUATE VOLUME TO PREVENT OVERFLOW.PROTECTED DURING CONSTRUCTION, PROTECTION MEASURES SHALL BE EMPLOYED....................................................................... IIMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITE Lu(A PERMANENT SEEDING/VEGETATION III. PERIMETER EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE PERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION,AND PROVIDE FOR PROPER C:� . ............ ISTABILIZATION HAS BEEN ESTABLISHED TEMPORARY SILT FENCE Uj;5 DISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL 9.8 SIF REGULATIONS. SANITARY FACILITIES SHALL BE PROPERLY SECURED TO PREVENT TIPPING................ ...... UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION-SITE............ CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF D. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE I.,. ...... PROPOSED INLET PROTECTION 975 8.88± E. WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE,THE OW 111111111111111111110 PROPOSED BARRICADE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN CONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF IN........ ........... SPECIFIC,THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY. U ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR SHALL D'S P...."..R M,E. MATCH EXISTING PAVEMENT/CURB NOTIFY THE APPROPRIATE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS AN D E. THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION,XX.XX± ELEVATION. .. .. 9.70 REGULATIONS,THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR SHALL RETAIN MAINTAIN AND SUBSEQUENTLY REMOVE,ALL NECESSARY TEMPORARY BMPS. THE CLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS.......... ............ XX PROPOSED TOP OF CURB ELEV. CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT BMPS. XXXX PROPOSED EDGE OF PVMT.ELEV. MATERIALS MANAGEMENT,AND EQUIPMENT STAGING AND MAINTENANCE 'IT COULD BE F. THE CONTRACTOR SHALL ADJUST,ADD OR MODIFY BMPS AS NECESSARY TO COMPLY.................... X-XX PROPOSED TOP OF SIDEWALK ELEV A. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE 9.89 970 M WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIAL WITH THE INTENT OF THE PLAN FOR NO ADDITIONAL COMPENSATION. THE 9.85 CONTRACTOR SHALL CONSULT WITH THE CEC PRIOR TO ADJUSTING,ADDING OR SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. ,_TW. PROPOSED TOP OF WALL ELEV. 9.25 MODIFYING BVIPS THAT AFFECT THE HYDRAULICS OF THE SITE OR BEFORE ADDING F.G. PROPOSED FINISH GRADE ELEV BIMPS NOT DETAILED IN THE SWPPP. . ........ B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE -5 FOR INLET PROTECTION DETAILS. DESIGNED TO PREVENT OIL, GREASE,AND LUBRICANTS FROM ENTERING SITE .... ...... NOTE:SEE SHEET C ........... G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT EROSION, SEDIMENT,AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, M.E,65 DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY 15 AND SEDIMENT SUMPS WITHIN,SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL, 9.32�+ 9.7.0' ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVE 9.85 ............ ADJACENT LOWLAND PARCEL OR RECEIVING WATER. AVAILABLE,AND SHALL USE,ABSORBENT FILTER PADS TO CLEAN UP SPILLS I9.89 9. '5 IMMEDIATELY AFTER ANY OCCURRENCE.H. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO,OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR 8.75 C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC HAZARDOUS SUBSTANCES AND COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS,THE CHEMICALS ARE PROPERLY STORED, OUT OF THE WEATHER,AND USED IN IM.E. EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS 9.75 8.62+ ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL I> ISHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR ENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT 00or THIS PROJECT.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED NEGATIVELY IMPACT STORMWATER,GROUNDWATER OR PROTECTED SPECIES.40...... DEPENDENT UPON THE STAGE OF CONSTRUCTION,THE SEVERITY OF THE RAINFALL ............. ................. SEQUENCE OF CONSTRUCTION EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS,WASTE, .70 9.70 OWNER,THEIR REPRESENTATIVES,OR THE APPLICABLE JURISDICTIONAL AUTHORITIES.71\ TRAILERS,AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THE X, M.E.9.70 M.E.1 THESE ADDITIONAL MEASURES(IF NEEDED)SHALL BE INSTALLED AT NO ADDITIONAL THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF M.E. 9.20± 920 PERMITTED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THE 9_03± 905 COST TO THE OWNER. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS SCRIBED BELOW. IF THE CONTRACTOR STORAGE AND USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER OR I9.00± PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES(BMPS).THE .......... FINDS THAT THE SEQUENCE NEEDS TO BE MODIFIED,THE GROUNDWATER............. CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL CONTRACTOR SHALL CONTACT THE CEC FOR FURTHER IM EASU RES AS S PECI F1 ED I N FDOT I NDEXES#1 00 TH ROUG H#1 02 AN D AS N ECESSARY DIRECTION. THE CONTRACTOR SHALL DISTURB ONLY THOSE OFFSITE VEHICLE TRACKIING FOR EACH SPECIFIC APPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY IAREAS NECESSARY TO INSTALL THE BMPS UNTIL DIRECTED IN THE A. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALL TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED IVEHICLES AND EQUIPMENT ENTERING OR LEAVING THE JOBSITE. THE CONTRACTOR IM SEQUENCE TO BEGIN CLEARING AND GRUBBING OPERATIONS.M E` ALL TEMPORARY BMPS SHALL BE REPAIRED AND MAINTAINED THE TOLERANCES ESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL SHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILS ISF - AUTHORITIES. ARE TRACKED OFFSITE BY TIRES OR TRACKS,AND THAT NO SOILS ARE SPILLED BY UNTIL STABILIZATION HAS OCCURRED AND THERE IS NO RISK OF............. ........... ................... DISCHARGE,THEN THEY SHALL BE REMOVED. TRUCKS OR EQUIPMENT LEAVING THE SITE. ALL TRACKED OR SPILLED SOILS SHALL BE.................. SHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE. WATER I........... I SEPARATE PERMIT COVERAGE MUST BE OBTAINED BY THE CONTRACTOR UNDER THE ERIC PERMIT FOR DISCHARGE OF PRODUCED GROUND WATER I.............. SHALL NOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER 1 INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAM . . ..... ...... -CONTAMINATED SITE ACTIVITY PURSUANT TO SUBSECTION FROM ANY NON AND SOILS ARE RECOVERED BY THE USE OF A VACUUM TRUCK OR SIMILAR DEVICE. .............. ............. ...... ................ -1 <1 z 2. INSTALL STABILIZED CONSTRUCTION EXIT............................................. ........... .......... FERTI IZELIRSUERBICIDES AND PESTICIDES ........... .................. ............. OF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT. 62-621.300(2), F.A.C...... ....... ............................... I-------- INSTALL REMAINING PERIMETER CONTROLS. A. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES.............. ................ ......... STABILIZATION......................--------------- 3, 4� INSTALL TEMPORARY PARKING AND STORAGE AREAS(TRAILER, A. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITE AND SIMILAR PRODUCTS ARE PROPERLY STORED, OUT OF THE WEATHER, AND APPLIED 0- -0-PARKING, LAY DOWN,SANITARY FACILITIES,WHEEL WASH, WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED 0 IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. THE CONTRACTO C14 I. .............. .......... R LLI................................................................ CONCRETE WASHOUT, MASONS AREA,FUEL AND MATERIAL AND WILL REMAIN UNDISTURBED FOR 7 DAYS OR MORE. STABILIZE BY COVERING WITH Cf) SHALL ENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT rr. z................................................. ATLANTIC BOULEVARD STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC), ADEQUATE AMOUNTS OF MULCH OVER SEED AND PERIODICALLY WATER TO PROMOTE NEGATIVELY IMPACT STORMWATER,GROUNDWATER OR PROTECTED SPECIES. 0 �5_ 5. BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS AS AND MAINTAIN GROWTH OF THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN SR NO. A-1-A & 10 APPLICABLE. APPROPRIATE ALTERNATIVE BMP. B. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND 6. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES. MAINTAIN VEGETATION.7. TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUT B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, > 0 CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER INSPECTIONS AND MAINTENANCE 0 Iq)FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED A. THE CONTRACTOR SHALL INSPECT BMPS(I.E. DISCHARGE LOCATIONS,CONSTRUCTION 7 DAYS OR MORE. .9) �� 0 (M AREA IMMEDIATELY AFTER GRADING OPERATIONS,TEMPORARY EROSION CONTROL q) -0 I 8. INSTALL UTILITIES, UNDERDRAINS,STORM SEWERS,CURBS EXIT, PERIMETER CONTROLS, INLET PROTECTION, STABILIZATION, EROSION CONTROL 0 AND GUTTERS, MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED DOCUMENTATION,WASTE DISPOSAL AREAS, MATERIAL STORAGE AREAS, ETC.)TO U) 0 9. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS BMPS,ARE BROUGHT TO FINAL GRADE. CONFIRM BMPS ARE ACHIEVING COMPLIANCE,AND MAINTAIN BMPS AT LEAST ONCE Plans Prepared By:10. PREPARE SITE FOR PAVING. C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDED EVERY SEVEN (7)CALENDAR DAYS,AND WITHIN 24 HOURS AFTER A RAINSTORM IN CPH, onc IIMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. EXCESS OF 0.50 INCHES.1 1. PAVE SITE. 500 West Fulton St.12. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR Sanford, FI.32771 I8. ANY MAINTENANCE, REPAIR AND NECESSARY REVISIONS TO BMP ITEMS SHALL BE PAVED AREAS AS WORK PROGRESSES. Ph:407.322.6641'I 3. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION ADDRESSED IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS Licenses: OVER ALL AREAS. FOLLOWING THE INSPECTION. UNLESS OTHERWISE SPECIFIED,ACCUMULATED Eng.C.O.A. No.3215'14. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL SEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY Survey L.B.No.7143 DEVICES (ONLY IF SITE IS STABILIZED). OF THE CONTROL DEVICE. Arch.Lic. No.AA2600926 Lndscp. Lic. No.LCO000298 THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR JOB# M29862 AS PREPARED BY CPH, INC. ON OCTOBER 30,2014 ARE HEREBY REFERENCED AND MADE A PART OF THIS PLAN. z 0 Q z I GENERAL GRADING NOTES w I NOTE: :E 1 PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/OR INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THE PLANS. GRADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS ARE CL LU M AS CONSTRUCTION PROGRESSES,THE CONTRACTOR SHALL PERIODICALLY CHECK ENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNING U) z 0 BACK OF CURB THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN R SHALL BE RESPONSIBLE FOR MINIMIZING THE IGOOD FUNCTIONING ORDER.THE CONTRACTOR SHALL ALSO PROTECT INLETS AND DAMAGE OF THE EXISTING ROOT SYSTEMS. U_OTHER SITE APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED E IN THE PLANS. z I0- Oct 2.THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES(PAVING, LU U z 0 GRASSING, MULCHING AND SODDING)AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING OF THE SITE. ACREAGE SUMMARY 0 LU F-3. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION OF z POTENTIAL EROSION AREAS,THE CONTRACTOR SHALL REMOVE SEDIMENTATION 0 z SPILLWAY TOTAL SITE AREA 1 .03 AC. 0 0 CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE of 4 ANCHOR LOOP IN NON-PAVED CONSTRUCTION ACTIVITIES.ANY SILTATION IN THE STORMWATER SYSTEM SHALL BE LU U _j z AREAS(4 PER 1 0 FT. BAG). SHEET FLOW INSTALL WEIGHTED COMPLETELY FLUSHED PRIOR TO CERTIFICATION OF COMPLETION.WATTLES PARALLEL TO THE ON-SITE DISTURBED AREA 0A0 AC.G RAVEL F1 LLED SAN DBA GS SLOPE CONTOURS. ARE STACKED TIGHTLY 4.ALL WORK PERFORMED WITHIN ANY ADJACENT ROAD REQUIRES A SEPARATE PERMIT z Go I ISSUED BY THE DUVAL COUNTY OR ATLANTIC BEACH PUBLIC WORKS DEPARTMENTS, OFF-SITE DISTURBED AREA 0.00 AC.a_ IV (D NOTES: 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET RATE MAP(FIRM)COMMUNITY PANEL NO. 120075 0409 H, EFFECTIVE DATE JUNE 3,2013,WEIGHTED WATTLE WEIGHTED WATTLE z SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,AREAS OUTSIDE ANNUAL 0.2% TOTAL DISTURBED AREA 0.40 AC.SEPARATE FROM RUNOFF. CHANCE FLOOD PLAIN(NAVD'88),THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS.2.SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC,ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 6. CONTRACTOR SHALL FIELD VERIFY EXISTING AND SURROUNDING DEVELOPMENT GRADES AND CONTACT ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO BUTT JOINT OR LAP PER 3.TAPER TO ONE SANDBAG TO PROVIDE A SPILLWAY FOR OVERFLOW. CONSTRUCTION._0 MANUFACTURER DETAILS 4. INSPECT BARRIERS P'ND REMOVE SEDIMENT AS NECESSARY. SEDIMENT 7.CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE FLOW AWAY FROM BLDG.AND THAT A AND GRAVEL MUST LE REMOVED FROM THE TRAVELED WAY MINIMUMLOPE OF AT LEAST 1% IN THE DIRECTION OF DRAINAGE FLOW INDICATED Sheet N o. IMMEDIATELY. CAN BE A(,HIEVED.8. CONTRACTOR SHALL CLEAN OUT ALL STORM STRUCTURES AND PIPES PRIOR TO WEIGHTED WATTLE DETAIL CURB LINE PROTECTION DETAIL 00 CA O-) PROJECT CLOSE OUT. C14 N.T,S. N.T.S. Unshineall com McDONALD'S PROJECT ww4 2 F CODE: 009-0272 TYPE IS POSITIONED VERTICALLY SO BASE OF DIMENSION &TYPE DIMENSION&TYPE TYPE ALIGNS WITH HORIZONTAL EDGE OF PATH DOWEL DIAMETER=T/8(IN) DOWEL DIAMETER=T18(IN) STRIPING (DASHED LINE DOES NOT PRINT) 16"LONG SMOOTH DOWEL @ 18"O.C. 16"LONG SMOOTH DOWEL @ 18"D.C. A B C Concrete Section D 6 C 61, POURED JOINT DOWEL SLEEVE Drive Aisle 2" 6" 12" Loading/Dumpster 6" 12" (CLOSED END) VERTICAL SAW-CUT SEALING COMPOUND 6'-8" - POURED JOINT TO FIT DOWEL Parking 2" 6" 12" Drive-thru 6" 12" T-0" T-O" ARROW T PAVEMENT 116"MIN. SEALING COMPOUND T PAVEMENT AND BE T-6" 2'-5' THICKNESS THICKNESS SECURED HEIGHT cphcorp.com 4000 PSI conc. paving(min.) A Service Asphaltic Concrete __T 2'-10" 3'-2" 1-1/4"MIN- 4,* A < w/wire mesh A & E Firm CLEARANC U 4 0 Compacted Aggregate Limerock Base 0 Architects 2'-10" 5-3/4" 15:3�4 AV /8"NO SAWCUT TOP 1/8"NO DOWEL TO BE base 0 0 Engineers PH LUBRICATED I TOP1 SEALING COMPOUND I wil= 1___F77 2'-10" SEALIN3 COMPOUND nV ronmen a HEAD 3/16"MIN. H NO--E: REDWOOD EXPANSION A, Landscape Architects 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT JOINT FILLER ompacted subgrade to a min.40 LBR compact to a min.density Compacted subgrade to a min.40 LBR compact to a min. density M/ E/P 2'-10" HORIZONTALLY BY USE OF A MECHANICAL RIG. NOTE: of 98%of the modified proctor max.dry density(AASHTO T-180) of 98%of the modified proctor max.dry density(AASHTO T-180) Planners M9 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. Structural 13ARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. PAC MR Surveyors 1 PIECE ARROW 4' 3" 6-0" 2'-1011 5-3/4" BUTT JOINT TRANSVERSE EXPANSION JOINT ASPHALT PAVING SECTION CONCRETE PAVING SECTION Traffic/Transportation N.T.S. N.T.S. 3'-0" DOWEL DIAMETER=T18(IN) Offices in: CIRCLE IS POSITIONED 16"LONG SMOOTH DOWEL @ 18"O.C. VERTICAL SAW-CUT HORIZONTALLY T PAVEMENT 3/16"MIN. POURED JOINT FENCE PANEL PLAN VIEW POST PLAN VIEW o Florida CENTERED ABOVE TYPE DOWEL SLEEVE THICKNESS SEALING COMPOUND e Puerto Rico PC ARROW IS POSITIONED 2'-10" WERTICAL SAW-CUT POURED JOINT / (CLOSED END) VERTICALLY AND 3/16"MIN. REVERSIBLE CURVED SEALING COMPOUN D o Connecticut T PAVEMENT TO FIT DOWEL HORIZONTALLY INSIDE I THICKNESS NDBE SHAFT Maryland OF CIRCLE 6'-0" (FIRST FOUR) (SECOND POUR) ECURED Texas T-9` ARROW ART KNOCKS NOTE: OUT SO THAT ARROW IS TYPE IS POSITIONED VERTICALLY SO 04 5 THE COLOR OF THE ALL TRAFFIC FLOW BASE OF TYPE ALIGNS WITH t4 1-1/4"MIN. TOP 1/8"NO ARROWS TO BE SOLID PAVEMENT HORIZONTAL EDGE OF PATH STRIPING A .4 CLEARANCE SEALING COMPOUND w SECTION FENCE PANEL WHITE REFLECTIVE (DASHED LINE DOES NOT PRINT) DRIVE-THRU AND ARROW TRAFFIC PAINT PER T-0" 13/4" VIEW PROFILE VIEW POST PROFILE VIEW n�, 1,, LETTERS AND CIRCLE PAINT TO YELLOW PAINT STRIPING AGAINST DIMENSIONS SHOWN. TOP 1/8"NO CONTRACTION JOINT WAUSAU TILE ALUMINUM FENCE PANEL McDONALD'S PATTERN LM MATCH PANTONE PMS 123 YELLOW. THE OUTER EDGE OF THE ENTIRE SEALING COMPOUND Do EL TO BE LUBRICATED Size: 55"x 1"x 32"high I PIECE TYPE ALIGNS CENTERED DRIVE-THRU PATH END OF PATH "THANK YOU" Greenstreak Paving Cap Seal Weight:45 Lbs. Profile#610-See specifications Material: Powder coated aluminum 4', CURVED ARROW PS AND "DRIVE-THRU" NO NOTE: LU Powder Coating Colors: Ld SHAFT for additional information. ARROW 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, Silk Gray-RAL7044; Beige Gray-RAL7006; _j TYPE IS POSITIONED HORIZONTALLY Bronze; Black 0 CENTERED WITHIN THE 10'PATH. CONSTRUCTION JOINT PAINT TO MATCH PANTONE PMS 123 T-O" YELLOW. CONCRETE JOINT DETAILS TYPICAL EXPANSION JOINT ALUMINUM RAILING DETAIL T-0" N.T.S. N.T.S. N.T.S. TRANSITION FROM LOW 6" 6"R. 10" 2"R 170 1� . POINT OF GUTTER TO T-2" T-2" _j 6" SLOPE OF PAVEMENT. PAVEMENTSLOPE 4"THICK CONCRETE 3"R TOP OF CURB- FTRAN 4.. ........... SIDEWALK SECTION ................... 5 6" ........ 3/4'R C? 4 PAVEMENT--/ T- A 4 SIDEWALK CURB ol, ELEVATION VIEW 6"X H MONOLITHIC CAST CURB OR 6"X 12"SEPARATELY CAST CURB 6" 8" 8'-0" WHEN USED ON HIGH SIDE OF ROADWAYS,THE NOSE DOWN CURB DETAIL H FOR LOW POINT OF MIAMI CURB. CROSS SLOPE OF THE GUTTER SHALL MATCH THE N.T.S. RAMP S-2" 23' FOR LOW POINT OF TYPE F CURB&GUTTER CROSS SLOPE OF THE ADJACENT PAVEMENT. THE 1:12 THICKNESS OF THE LIP SHALL BE 6", UNLESS 9 SPILL TYPE CURB & GUTTER AT SLOPE 0, T-0"- N OTHERWISE SHOWN ON PLANS. LANDING > OF PAVEMENT STANDARD CONCRETE CURB& FDOT INDEX 304 CR-F. 5MIN, )b* a) 1-N, RAM Wffllo 108rifl 6100 DOUBLE ARROW SPECIAL USE DOUBLE GUTTER RAMP AND SIDEWALK 1:12 TO BE USED ON ALL SINGLE ARROW GENERAL NOTES: 6" 3/4"BEVEL CURB .................. POINTS OF ENTRY THAT TO BE USED ON ANY DESIGN A T 01� 1.THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF ............... LEADS A CAR TOWARDS T-8" GATEWAY. ONLY DESIGNS THAT DO TRANSPORTATION CLASS"I"CONCRETE,AND HAVE A -------- .. ..... ..... ...........- ?_V....... .... 0 COMPRESSIVE STRENGTH OF 3,000 PSI. ....... THE TIP OF THE ISLAND. NOT HAVE A SINGLE ENTRY THAT 3" 0 0 2.ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL 0 0 SURFACE MATERIAL P 0000000 PAVEMENT) LEADS A CAR RIGHT AT THE 0000000 BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0"ON 00000000 DECISION POINT OF THE TIP OF THE —1 V-4` 000000 CENTERS FOR ALL CURBS. 000"0 4" ISLAND. ONLY ONE OF OUR s�--BASE COURSE 00 STANDARD TEMPLATES HAS THIS of parking space TTRUNCATED CONCRETE CURB&GUTTER DESIGN. PAINT TO MATCH PANTONE SYMBOL AS SPECIFIED 3'LANDING DOME (TYPE F) PMS 123 YELLOW. BY LOCAL CODES L—F RAMP WIDTH (3'MIN) FDOT INDEX 304 CII VERTICAL CURB TYPICAL PAVEMENT MARKINGS HANDICAP SYMBOL CONCRETE CURB AND GUTTER DETAILS SIDEWALK RAMP TYPE B SIDEWALK RAMP TYPE A N.T.S. N.T.S. N.T.S, N.T.S. N.T.S. A 0 Z 2"X 4"VERTICAL SUPPORT EACH FINISH RECTANGULAR BAR TO OR CORNER(INSTALL TO ALLOW GRATE MENU BOARD NOTE: 3000 PSI JTS @ 1 U-0"O.C. EXPANSION JOINT GRADE SURFACE. I T REMOVAL) C) 1�� Do 2"X4"PT BOX ALL SIDES MENU BOARD TO CONFORM TO THE CITY OF SURFACE -5 W = " 0) ATLANTIC BEACH LAND DEVELOPMENT CODE CONCRETE WALK Z CO CURB TYPE AS SPECIFI SLOPE ON, 0 0 U) 1. REMOVE TRAPPED SEDIMENT WHEN CD CD BRIGHTLY COLORED EXPANSION < cn cl) 4- , 4. RESTRAINT CAN NO LONGER BE SEEN. WIRE FILTER FABRIC \_2"X 4"BRACE @ CENTER CD (D CD ASPHALT PAVEMENT (RUN UNDER 2"X4" 4' 2"X2"X3/4" 2. GEOTEXTILE SHALL BE A WOVEN _2"X 4"TAP CON, 16"O.C., _Ll < < ION Y III I ONLY j . . . . . . . . . AND INSIDE FRAME AND . . . . . . . > POLYPROPYLENE FABRIC THAT MEETS OR RUBBER 3/16"X 2-3/4"(TYPICAL ALL =r (D :7 CD R5-1 STAPLE IT TO SAME) . . . . . . . . 0) C C) BLOCK(TYP) EXCEEDS REQUIREMENTS IN THE SIDES 30"X 30" 4 . . . . . . . . .. .. _q) Z ) GRATE 4 . . . . I=LLF;:,-1 --L i6 _r) (D SPECIFICATIONS TABLE. STANDARD RED AND WHITE SIGN R3-5L . . . . . . . . Z, 3. PLACE AN OIL ADSORBENT PAD OR 30"X 36" 30"X 36" 1/4"BRIGHTLY PILLOW OVER INLET GRATE WHEN OIL ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . COLORED NYLON . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SPILLS ARE A CONCERN. DO NOT ENTER SIGN LEFT TURN ONLY RIGHT TURN ONLY . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . COMP,GRANULAR FILL Plans Prepared By: ROPE EXPANSION RUN FILTER FABRIC . . . . . . . . . . . . . . . .. . . . SEE SPECIFICATIONS RESTRAINT 4. INSPECT PER REGULATORY UNDER GRATE& N.T.S. N.T.S. N.T.S. . . . . . .. ... . . . LIMEROCK BASE'.*.'.*.,.,.*.,.,.*.*.'�' BUILDIN CPH, Inc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . REQUIREMENTS. 4] OVER STRUCTURE FOUNDATION 500 West Fulton St. 5. THE WIDTH,"W", OF THE FILTER SACK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHALL MATCH THE INSIDE WIDTH OF THE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . Sanford,Fl.32771 Ph:407.322.6841 GRATED INLET BOX. NOTES: U 6� THE DEPTH, "ID", OF THE FILTER SACK COMPACTED SUBGRADE N TE: EE PAVING SECTION Licenses: SHALL BE BETWEEN 18 INCHES AND 36 1. FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL. DETAILS FOR MATERIAL Eng.C.O.A.No.3215 INCHES. 2. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADE. Z SPECIFICATIONS. Survey L.B. No.7143 7. THE LENGTH, "L",OF THE FILTER SACK Arch.Lic.No.AA2600926 Lndscp. Lic. No.LCO000298 SHALL MATCH THE INSIDE LENGTH OF THE INLET PROTECTION DETAIL DRIVE THRU MENU BOARD IN-GROUND MOVEABLE TYPICAL WALK SECTION GRATED INLET BOX. N.T.S. N.T.S. SIGN SIGN 8. EXTRA CARE SHALL BE TAKEN TO ENSURE N.T.S. REGULAR MAINTENANCE OF FILTER R1-1 A SACKS USED IN RIGHT OF WAY TO PULL FORWARD SIGNS ARE ONLY TO BE 30"X 30" R3-2 R3-1 ENSURE ADEQUATE DRAINAGE CAPACITY. ORDERED THROUGH McDONALD'S 24"x 24" 24"X 24" SECTION VIEW APPROVED SIGNAGE VENDORS. STOP SIGN NO LEFT TURN NO RIGHT TURN PROFILE VIEW OF INLET GRATE (D INSTALLED FILTER SACK RECOMMENDATION IS TO USE PERMANENT N.T.S. N.T.S. N.T.S. CURB IN-GROUND BASE AS FIRST CHOICE sID LOOPS SIZED FOR 2"X1/4"RECTANGULAR WHENEVER POSSIBLE.THE BASE OF THE 12" BAR. LIFT FILTER BAG FROM INLET USING SIGN HAS TO BE POSITIONED FREE AND RECTANGULAR BAR FOR HANDLES. % CURB INLET CLEAR OF ANY ACCESSIBLE RAMPS AND NOT 79 CREATE A BARRIER IN ALLOWING PROPER ADA CLEARANCES FOR CUSTOMER ACCESS (0)_�CCIJ g� T Mn ATR OVERFLOW HOLES TO THE BUILDING.COORDINATE ALL NOTE: REQUIRED IN-GROUND INSTALLATION WORK co 2" 03/8 0 GEOTEXTILE BAG UTTER STRIPING TO BE SOLID WHITE. WITH QUALIFIED GC.STANDARD PARKING BY :F _j 1/4"BRIGHTLY COLORED NYLON GUTTER BUDDY INSTALLATION DETAILS WILL BE PROVIDED M U� DISABLED MOUN 9 ROPE EXPANSION RESTRAINT BY SIGNAGE VENDORS FOR REFERENCE. SIGN L) FLOW PERMIT HERE W E LOOPS SIZED FOR I"REBAR. USE REBAR ONLY FOR A HANDLE TO EMPTY FILTER SACK IT-O" AT A SEDIMENT COLLECTION LOCATION. Uj CURB INLET PROTECTION DETAIL GROSS WALK STRIPING DETAIL DRIVE-THRU PARKING SIGN N.T.S� N.T.S. N.T.S. $ 250 FINE "U"-CHANINEL POS 0 (2 LBS./FT.) CAUTION: BAGGED INLET PROTECTION F.S.316.1955 (D 91-01, a N REQUIRES ADDITIONAL MAINTENANCE W 6 TO ENSURE THAT THE BMP FUNCTIONS 3'BOLLARD IN Z 12 PROPERLY AND DOES NOT CAUSE CONCRETE TO BE RAISED FOR TOW AWAY TRAFFIC AREZS Z 0 PROPER WATER RUN OFF SLOPE TOP LU 0 FLOODING. ZONE co Z 0) OF CONCRETE < .>3 WHII 4"DIAMETER STEEL PIPE FILLED w/ GROUNDSUR J LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE TF- GONG. PAINTED TO MATCH BUILDING SIGNS USED AS PER FLORIDA STATUTES F PROPERTIES TEST METHOD UNITS COLOR AND EM-BEDDED IN CONC. FTP 25 PER FS 316.1955, FS 316.1956 GRAB TENS�LE STRENGTH ASTM D-4832 300 UBS N BASE < GRAB TENS LE ELONGATION ASTM D-4832 20% C:) C? PUNCTURE ASTM D-4�33 120 LBS *Mae BLUE BITUMINOUS JOINT AROUND I. ALL LETTERS ARE 1"SERIES"C"PER MUTCID PC CONCRETE (D MULLEN BURST ASTM D--k786 800 PSI 2� TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED TRAPEZOID TEAR ASTM D-4533 120 LBS PIPE STM D-355 80% can TOP OF SLAB OR ASPHALT (ENGINEERING GRADE)BLUE BACKGROUND WITH UV RESISTANCE A 3" cc WHITE REFLECTORIZED LEGEND&BORDER. M 4' 40 US SIEVE ... APPARENT OPENING SIZE ASTM D- 751 FLOW RATE ASTM D-4491 40 GAL/MIN/SO FT a.. 4 PERMITTIVITY STM D-4491 0.55SEC-1 ISOMETRIC VIEW 4"WIDE WHITE STRIPES @ 45', a A a.. a.. REFLECTORIZED(ENGINEERING GRADE)WHITE L6 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE 4'ON CENTER 3,000 PSI CONCRETE 1� — LUE BACKGROUND WITH BLACK OPAQUE LEGEND& PROPERTIES TEST METHOD UNITS 2) NOTE: BOLLARDS REQ'D AT BLII C? BORDER NOTE: (n I DISABLED PARKING SIGNS IN N Q) GRAB TENSILE STRENGTH ASTIM D-4632 265 LBS 0 CORNERS. FIRE HYDRANTS,WATER 4. FINE NOTIFICATION SIGN SHALL HAVE A ALL SIGNS SHALL COMPLY WITH U.S. 9 GRAB TENSILE ELONGATJON ASTM D-46,32 20% BOLLARDS PER REQUIREMENTS 0 METER, GAS METER, SPRINKLER REFLECTORIZED(ENGINEERING GRADE)WHITE DEPARTMENT OF TPANSPORTATION,FEDERAL C9 1 PUNCTURE ASTM D-4P33 135 LBS WHITE RIGID DRIVE THRU (--,ANOPY RISER, SHOWN TRANSFORMER& BACKGROUND WITH BLACK OPAQUE LEGEND& HIGHWAY ADMINISTRATION'S"MANUAL ON MULLEN BURST ASTM D-3786 420 PSI L_J�' TRAPEZOID TEAR ASTM D-4533 45LBS ALL UTILITIES AT LOCATIONS BORDER UNIFORM TRAFFIC CONTROL DEVICES", LOCAL Sheet No. LJV RESISTANCE ASTM D-4355 90% SHOWN ON THESE DRAWINGS CODES AND AS SPECIFIED. MOUNT SIGNS TO 9ft. CLEARANCE APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE \—SEE HANDICAP GS 5. ONE (1)SIGN REQUIRED FOR EACH PARKING SPACE. FLOW RATE ASTNI D-4491 200 GAL/MINISO FT SYMBOL DETAIL INTERIOR&EXTERIOR. V-6" 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE POST IN ACCORDANC E WITH MANUFACTURER'S N.T.S. -PERMITTIVITY ASTM D-4491 1.5 SEC-1 A MINIMUM OF T-0"CLEARANCE TO FINISH GRADE INSTRUCTIONS. co (TYPICAL.) Co AM CD I!I = I 04 GEOTEXTILE BAG INLET PROTECTION DETAIL HANDICAP PARKING DETAIL BOLLARD DETAIL TYPICAL HANDICAP SIGN STANDARD SIGN BASE McDONALD'S PROJECT :A R 7R - I — OW HE GHT DRIVE THA E THRU N.T.S. N.T.S. N.T.S. N.T.S. CODE: 009-0272 I I -- __ - - ___ I ____ I I I - i i I ______ - 0990"M __ .._ � . ::::.... ::::..,. AV ....:: 1 STURDIVANT AVENUE `1 EXISTING HEDGE I., EXISTING - Iff.Affisk� I .: (FORM ERLY,,.,`.,1AKEV1 EW AVE(P)) e : LANDSCAPE NOTES- �� :.,�;::: ,., I ,, .. : �. , HEDGE - :.: (50' RIGHT-OF-WAY WIDTH) ;,��, �. ��::� ,�:, I ::: .11.... . _:.--1---...-1...1_11111-11....��..........._',�A..............:._.-='-�.'�'.'.'_'.'.',�.........--",- ., ,�, I -, '.' _ - I I ,. . 4 ,.' .'...........:]i]i�]*...__ 1.:�i, � ,. �1.*�� '/ . . .,.- >�, " -�'- :.��- .. ��.I � . __- �j .. . : ` " *��:� . , ,_ - � 1020 lolq � I ,� - 1: ., j:"., i�..,-,,�,? Landscape Piero ff�d In the Landscape Specifications. In the event of variation between qvontitles she= ,1'1� ....'...,::::��::.1.,........,,,,.,-...�....-,..,-.....".,.',.'.'.', ......................f..'..-..Ii�............�:��i.;:;:�;;.j:l�;::.!i;�l::.:::�;i:;:!:::;!��:!::..'.�" : ., - � .... 11 "........ ............. .....'. ,,.. ............ ........................ :. 1921 � ,. .. , .__... _ ��_;.:'� :�.::,:, CALIPER ,-.. �M ,'...'...., I ii,.,:..............................................._, �........ '.4".".� : .. . �.'._, . " __- � _, I .. � . I , � , . .... - '.,� � " - N!!i',- - ��.......... , I .,� , , , _---- -- �� . ..., .. I -1 .: � : � . ... ...I ,. . , � � ...""" �... ,".. � .. � ," ; I - . __ I TREE ID TREE SPEMES STATUS so on plant list and the plena, the plena shall control. The LcwAsGWs Contractor shalt verify oil qyontitles .... . . - _' .. .�]��:Y."*�_, __� , �:, . � . .. .1 .. " 1:q_ ,""................. .....'_.............I...............................-1 ' ' - :::. , 1017 EXISTING TREES I. The Wndooupe Cortrac,tor shall be responsible for @11 mat,arl@ls and @11 work as cAllod for on the "�, , ......:::, I 1% �-? .�, _ , : . �x �% � , - , .1. . __ .../w___ ..... - - - I- � .1 ; 1 :,i�i�i� . and report my discrapmelas at the tin-m of bidding. 1025'�' A ,� - ,,,,-, ::, `11 ,, 1;� _ .. - ?...., , � .. . _ . __ :, ��. 1. (inches) / .'�..".:_L i";� �. .��,,,:_�, - - _...._.- .- I , __._ .. 1. ..........__...... . ,�i.i .��::��:��!::�: ... , :�=' I :.:�.',�:.-�.:�- , " - _11-1 I '�- , , ,,,.�,,,�� - � ....... .... .1*�,..t�,, _.". ,T� " www.cphcorp.com _.......... , ��,� _�i:�� :H:: I�::::-- ..., I. - > _... ... ;;�_ %L� : -P .., - . :_... , -4"i- ,`�� ........ - , , I . - fennillor with ..........�:;,.�.:.��.�......�,,. . ,;,.. . � : 2. The LA-wAscempe, C4ntra&.*r shall review a,hiteaurallonginveringj plena @nd become thoroughly , � i I.,&._� ;� �' 11 ,,,, :,, . � I... .... MT 1022 . I . - . 1001 Palm 10 Retain surftoo ond subsurface utilities. I I - ...I ... , . I I k ; � ' : 16 iii-l".'.",.'ii.,.'i�iiii......,,��.................---....--.......�...............--..--....-.�,�, A Full Servko �:::: ....� ; I �, � ", � MATCH TO -j ��: , : ''."', . -"I", - ,, . ;;; .� - : .... , .�;��,, �iiii�iii!!!��iii�i�i!�ii�iii�ii!�i.�.�i!i�iii!i�i!!��;:i - ........,,.........�.........�.........�.........'._,.......:::;:..............;.:........... :,:�::,-"",.*...".::��:�::�:;:�'..*.**.��:..*.',,*,*,�*,�'.*,.,I.......I "".1...... ,�,� . �. I , � . 1, /" I.L", ...... � � Palm ; . ... . . .. �,.;1�; , I ...., � - '.� ..�.. �, I 3. War to construction, the contractor shalt In responsible Far loonting all underground utilities " shall - 1�. ,-:��:- � � i]i'��..............:i : _ _.- , _ , , _ :. .K4- �!:.. � ...... I � 1002 - ;, I . . " , ,.. _ �,........ ,. .. avoid dernage tAq gill utilities during the course *F the work. Loggtltm of existing burled utility lines shown EXlST ING -I- .- ��:.,. '. , � .. .... ...., _ I � , :.�-:��- /1"l, .. .........��.__ - 8 Retain . .,,. , ::::, ---1.-;_;, ' I i� ��, � ,�� ... ... "! _ � I I , .... ....11110 � ,* 11 _ ,� A & E Firm � ,� , . . , .. . �, " ,. .... j:j, :��.. , , � - .... 'i� �:i; . .....,/ j I�� 5'. ii�i�, dared to be gpproximato. It ohgdt be : -1 .... , ,. . , �Zz� 11 q . 11 �. . __z ....'I. '10 .:;i:.�- ; -'." on the plena we based upon beat available Information and @rs c4r*l 4� : �� .... "I .... 1015. "...... �i!� ....i � . I ... I I -.0 - . .1 " �. ADJACENT _-11- 1. M ..',I � �-� , , , � .._, � P,,,�,� hin end adjacent to he � 11%, %""' . , " " I .. " I �r 11�., � . I,- - 1003 Oak 8 Retain .. � I" , . - � , - �, . � ��, � I. :: " ��i:ii:�:� ��.;�,-:l _, . .. , :... _ t 1:�:.-`,R:.�,�,�;� . ,.. %, , ., . - _ IW_ ... i-%.i ,. .; Architects -ponelbility of the cm* I ,..', I I :� ,_--v the Fes ,rador 1) to verify the locations of utility lines wit . ...." "� � ., _j * �..... ,"' �ii �- ...... - I �' .1 ...... ......-_-.�:._,., ::, . : : .. .- " ,, ;�.,: .1-_,_;:�; ��:*............. ...... ., I .. . . " .I- . %.:..: - � 11 � .... ....... .., . -1 . , � ... -I � I � .. to Allitles, Struaures, Site @ppurtanen Mon 4) To flotel , , . �� ... ... �, .- .. ..::;;: , I. ... � " � 1111� 9: 1004 Oak 15 Retain Engineers ces, ate:. which oogurt as a result of the construe, ... �.. : .- % .., . , I * , .�.... . � .::.'� _ . ...... ... , - - . : -1 : , . * 13�1_j , * ....... ::�. � .. ., .,� �, . -".� ....... , _ . . , A ,, ,_1,� ..'�'..� / /� . � . 1 _..._ ,�� --I 11 '.......... . .. ' . - . nm " -Ing the const?uction period 3) to repair aW and all daTIOW ..: .. -.5".'i"11,11 .� ....., I 1 .. ,. "" A, ,�� .. " work area 2) to protect all utility lirm dut HEPGE . ..... , . _ , __ 'EXISTIM*=f . "' ... ,. I " - 1 ., . . I . .� ..... . .... I ... _ � , * * � 1, ... .., .. I I - I I . �: �.�i I , .. - ,;.:. / , / "..... .1 . a RUBS\ ..:... :�: _ so , � . :j:��:�i?:*i :�i. . .� ,. . � I., :� ,: .... - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - . .. .... ..- ...... .... .. I adjust the location of proposed tram @nd palms 10' off the can ( "O.C.) � , . . " , � -- - .. -- :.. .1, �. � _ tow of the utility lines. "Ify the --.,- I—— ......'..... ....-.1 11-11 ...: ��i��i :.. I_! _:" " I ,'..�. �.. I . .111 I _-.. ...... .... I � Environmental i�i� , ...I.- ......"'.. - � _,�PH ...... - ....- .... . : : "� - - �,,.. -�:;:,` , _,� � 4� ", ...... ..... X.... , 1 : % "I �. -1. 2'�,�.*.� . :� � . .: , _�� '..... �� .. .... 11" . I . � . I I Londsoapo Architect If gi 10' offset does not function. i-�) ; , � I I "I ,, �� ..- .... \ I "::1 1. ,, 1. \ . " ...... "... �iii�: �- !,::I��:. �- . . - � - . 1, - -,.. ............... , . I ..I _.,041i , . � "... I ,__ ,.:. .,:."'.. . 1��:i::::.:. ,_ ... _ � � �� I ..'.. -.1 - -- , .�.. ,_ � I - I.- I .. .. Landscape Architects _ - _'. 1.�'.. . - ,:. 1005 Oak 19 Retain 1025 .� � .;:;,,,�. , ,_ - , ;, : I : � �.......�........1. .-_...,_x::_ ..... I v . ,_ , - . 1052 .��.. . .. 0 10 20 40 , .1 .- . . .:1...I - /- - _.;, -,-... _� I .1.11. ,. ,C Th@_ wark shall be coordinated with other trades to prevent canfllcts� Coordinate the; planting with the � i � ERISTING 1 ".11,...... 1��' .1 --\ �];��;i:*.. :�:�,:,.�:.,::��j.��",.'j�.fi::.. I, _ ,.., :,.., `.,. I. 1 � ", - "" . .. 11 . 1 _ . , .. " ..,". � _.. �.:4_ " I ::�-�i,:;,i:�,:.,:.. ".**'*. w". � ..* _ 4., I ". " -1" M/EIP I .1., , , I _.. , - .... _: 1�-1111-_-.11`111111 Irrigation work to mmure availability " proper location of Irrigation Items am piff". : I I I `�...'� .. .... .. 1006 Oak 17 Retain r : - 1024 _-'1,'NED1GE 1�1�1�1� ..-, I \ ,,,.A ,.*,-".�, SCALE: I"- 20' ' - I -" ---- ---- " � : ,.. .. - .... "I ... ," , . � �1: 1.. , .., -..... . � / _ . ." 1.11 I I .. - .... � . .__ aght and traffIr- controls. "I : � .- .?. - I - � , .*." I .." - Planners . . _ � ,..", : : / .1 " . I , .. ` .:: � � "', __ .". . I " , I . : � e,-,..... , " -'?1'1'1'1'�-"*1'1 :� .1 - . .I. , iiiji., -"' , I t5. c,qn,wortor "it wows that them am no visual obstructions to vehicle lines &F I � � I i 1. , �l..........-..*-?.-.--,.-.--.�-.-�.-.-��, - ,� ,-�....��-�-,....", --.-.-.-.....,.,..,,� �� . . ..._ - . I � �,-.-.-...-.-..?...?...�.....�....�.....��, - . Oak 36 Retain Structural , ................ - - I �::::. . I . 1007 Aimm. I ................... ,: � � I . ContreLptor shall field adjust tree cnellor large shrub lor .., - : �......-111111..................I—— I ations to avoid any such obstruc : . 11-11111, �, ....*.......?"........" / --*1-*---' .... _1_11�� . ', I I , .::.. ..:: . . I : I I . .. I � � I ; �iiiii�i ::::::::s::::::�:�� .. � .:: Z� /... - : ; � -_ � I *:;;,,. :. M .. : : 4G �� /-. ..._ '. , .... I � : � I . I I / I. � ,,�...... ,..... Z......;..: ; 6. TF005 shall be mointainod by the owner to avoid future such obstructions by pruning trom "/or shrubs : - �.-- , : : ::'�' ,r*.�:' : � Surveyors ..", , - ! EXISTI� ....... / :� .. ::�:::::!!� . : ; . 1008 Oak 15 Retain � .1 .. � :1, I I I � : . I : � � / ,/- - .!�`,:: ! ..�i::::.. 1013 I I I to F10990mry utilizing horticulturally so" techniqlIm. . .. ..... EXISTING ADJACENT , I I Traffic/Transportation � . � - % ;::: : I . � I �_ � r. I j ��:� rr'.. / .1,11". I _: ,:;.iliiji�!��;::�........... I.:-1 � I I "I". 4-.::�_:]', I'll,... i I� !� i� .. , ". .. I . � I �'�...... , GROUNDCOVER , .. ... r r r I r I I I........ .�:1�,.' I:ii..: I `i�ii:� : - � - ' ' " 11, ��r' I I i : I " , ...;.- - . - . , : � ,; .j....,-- 111 :1 . ."'... . : ; , I 11 , � SHRUE3S (30 1,?,j ; I. �� ............. ,;., ,�%. �, .. 110.c.) � -1,.? 1009 Oak 18 Retain ure and under the supervision � ".� �ii�i�i�___....... .:.:,�_�%.*-*.. .....r... , - ...:.��%, , � ./, ,-_ -�'..1'_`.'----J / ;:;:,-1'1..'- . .. . 1 7. All plaiting shalt be porforniod by personnel f@mIllar with plenting proced ,i.,� -1 A. .. .. 1, . , ", r :::: .. . Ir ... : ......: ; I I I, ,:,... de. ; ;� �., .... � .. �, �. � .. � I .1 .., , r ; " , - ; ..., ..... , �'. � � ,_�,�,,� ; Offices in: e. :� . ":r.�:..'.;' ' :��' � %. I �.." I c I I ; "' : � r : '... , ............r.......... ".1.1.11 : �� . -, � � i .- I I .::...,.,.%_ ; � ,..1,.,,: 1�, ,� :: I � 1, � , . _� � ... _:]:�, . I , of @ W@Ilflod planting Foreman. � . � : 1 " -; . ....... ]�]i:�.i]�]�,, i�., .::� 4� � . ",� >" .. . . ........................... ..., �-�I. , .. .................. � 1: -� � � ."" ...,............................................................. .1. � . �;� - � : . ........ , - . I -_ I I . . ,� .......� � � : ,� 1. 8 Retain ,�.,�ii:::,, 1".1 .::, r. I 11. . � .%. ' ' 1043 - ----�11 . 1. � :: 10`10 Oak vradas and Stmelards For � ......I � '. , _r, . .-8 - , 6. All plartt material shall be graded Florida No. I or better as outlined under C � � I '____.................. 'r�,. ��i,�� '. .,.-,,. : -`-'.. . qW - � I � a Fiorida : : : .�:i:;::7:, .. .11 - - -t I , ... ...�.....................L� 1012 ...1-1-1_1_ Nursery Stack, Pa end 11, published by the Florida Department of Airifulture and Consumer Dervloss. ; ,�,.__ _ - r r/X 1042 ' .............................q ........ ' , 11 � ` ,- - .'.:�:"".'.'.""'�""""""'.".",.'.."""", � � �. ,_ r --- I. � ......�........... I _:...__ ,,rr , 11.- .. ". I :r::!:!��:�� I � : : I � . I : 1.11 . : ., _ . I _ 1, .:: , ak . : .... : -�,..� . I 1011 0 24 Retain " ; � � I � I,' . : ". .� -- q ;;-�:::',rr:.:::�:::: ,'..:: q. -Ight, at any stage f the op -at an "I . / , : .... ., � �... e Puerto Rico , ' � " ; . .111,......I'll, r ----__ " . -- The Lando�p_ Architect or Owner shall have the ? , 0 W Ions, t@ FeJeot Y � ..' / r' . : ...... . . � r , h, In his opinion, do not X .1 : : I I �,., /,.' .., '. ..,I �_::�, r / * ; . / �� ......... . o . .........- I r / ;11 I : ; r 1 ,r;.., - . I , _11.......... : : � I / "" I 1. � 11 1,' � - 0 C : I ' i � '.i:. "',".; 1012 Oak 12 Retain r .� �_ , 'I i . _ .. .' ,,,,.,,<�:::::..:,r �::�::::,: onnecticut �� : : � . . ..... I /,�,� -� �--,.,',x: I ; . �---` . ,�,,:,r and all work @M meterials whic n-mmt with the neWirornento of these 1026 : 1044 " ; 1�v - : / I- " . ................ .... :_ 1, r I _ ,.' ,�.�r'.. , ; , '.::i. ....�44:.:;::......,._...... , . .......... : .,. S. - �i : - - � - . . . I . .. �. 0�- � , , I. ..':.,.,*', 11 �:,J�,: '. ." ; I ;j�*rrr - .I I . � _-,.. '.* I ".-'_-, ,%, �__- ' "-- - 040 '.. - X , .,.�,.� . ; . �__ . , , : rr / 1 : : i ., - I , ,.,.,.,.rf.......... - . - .:, ; ' rrr�_�, ",. ......_ ... :............. "' - .' ,-- - . : ' �:. : rr a Maryland . I, _ I , "- ;X. ,-:.5.1 ....... �....__. .: r _ ., , r : . I �;�:,,:51'r......................... .. � :'* )ork o con orm to atgWted twticultural . . I r ,.r.-. "r�r "......r"rrrr r"..j�: .'.:*.*.,4, � � r�r " : I : I I I . . , �,,_. ,.� : rrr...rr rrr... . ; , �, ,,, ,r 10. Except ofts othorwlw- spotffled, the LoMog@p& C,ontraa@r's u aV 11 f : I ! . I , " I ' �.... r . r..'rrr ". '. :�::, ,,,,,r , rrr r ' ' �------- .. . .%.1::: j jr, prMtIt@6 go Used In the trade. �' �� EXISTING _ �......" r '� �, r�rr I . - " , �, I .:�.. , .r,- t -r. q : - � , _ " p I ... - 'r r� rrr/r , "I I r r . � � .. :. .... ,� I r r r 'r, . . I � ��::,.,_ ., . ... - 1013 Oak 10 Retain � : ... ,... i � � -� ; : .,. .., ... �. r .". .... I p � " , , ,r � - . . . :::.... ... . , , .L. .... _. , ; � I ; � .... .. . �; � �. r .... I I.-r-1. � : ... '.... � ; I , _ �,11 .i . .1 �::......... ...$.�. � ,;.� o Texas �: : . : " . .... , ... ..... - ., ( � �.............. � � , : I -', . " , :::;. " : .....-SHRUBS � I ,��'- 1. ... , , ,, �'.... , P ,'.. ,__ ; � " "I , ,,p, � . ' �; j ."....", .... r .-N � ' ,;_�" ....,,,..'. .. � specifications. ,�',::" . .... . .... . .... . .... . .... � � ' ' ; __", : ; : _.. ._.!i`,:�: '"'... V/, , ,_. � ,�� _.... �s-' ", " : :, ;? - --; �!'�.";_*' : ,.... F .� - ,,:I ,.,,, , .. �!-.�-�:.,.iii��:i.* .. �,,�jj - 1'. ��: 1041 .rr� , � � r.." 11. Tho rn�Fflmum @@ceptAblo size of @11 plants, measured ~ pruning, with brenthes in rwffngl positions, �': ."; i I 4 r��,�.I_ ... � � I :......�..... 1� : ,* �< , � - � rr I i - ,.- .. . ... , - r. - "" r . �. �r�, I r/' : I � r ,.:_:, � , ----- IC) r I ". . .: 1014 Oak 10 Retain :1 : : . �,,: i . .:.. �.�z ...�. . :,:� I ;: :,� : _1 : r : �_... ". . �,.`.� � "I.... : " , - � :r shall omfomi W the meaeuroments specified on the plaM list or m Indk;*4*d on the landecaps dr@wIng. :I : ; ;_� : q I : I ;�::.:-rrr , 1. t,,r... �. : ; .,.,*," , r' .:� : � .1 - - ' I r I.. - : � ,��, ��."'r i�i"." �� , ; , I. , _ __ �� ...:i, .�,:,, 103q "' , I ,� .:, -, ... r:,, �le- � � :::.j,:; Cl., V ; ... .:]] .::..:;., , r, , , �*.' ,,�:.. �j��.� � ,L', : . I , ,� . , � � !��ii!:i..............�..................,.,.ii.,.;::�........:r�,,; I...�.�.�...........�.....,.,:::::'�'..,i!... , I � , uding 4 Inches In . I �.. I "..I��".j j , .:�:r�;� ,...,13',1/,�, � _7!�� 1015 ak 12 Retain ,., ',2, Welght and spread dimensions refor to main body oF the plant end not extrorro bronch tip to tip. Trunk � [ , . , 54 ; , :�. : . Ir I,",,,_,.", I callpor (trunk dWrno"r) [a measured 6 Inches from the girmnel an trees up to end Iml i : "' .......j�] I' �,��;1.Jd .-1 . ."j:.i�i'..:i .......:r�:�':';.,...,,,...:.,��:�:�*�.'�:�:�:�.�:::�,.,�':',':':':"::.......:.-- m. ,-:- i� .�::i:�::iii:.: : � ; , ��,�, ; "' ..;::j � ; _....j:;:,.. !.:'��.. �;*.','. I 0 1 1. � . ........ __ , I _. : r.,,,,,.I......:,, '..:.:'r rrr"'I.r..,r,�:;::,.j�.r-:,:.-..�,,'.,.,, � - i " ��:, r r�/ /�,,/r,,,/, ,,, , : �; �. ,�,,,_'.,,r � .- ; ,;%, .: - :- 1:11 r ' . I . !,:?:�� H .: "_�,-:�'-; ::.:j�,�::j �....1: : ,. , '.... , ...__ . caliper, and 12 inches from the ground for lcirgw tro". Sir" trunks are seldom round, the avor-age OF I... �: If � " . . ...I�r'".... . '... .... .. I .-� : - C , ... - - I .0/' ::' rr ." ... 1051 ,�,r, I :1 1.t_�............� ... I.....I.."... . �. r - .. - _'Vo."! 1:: the hwWot diameter and that psrp"i@uI@r to it is rnfar-red to am vAliper. ; ; ': I �� ...."r� _.: _.- � . " ..... 'Ir.. - � : ...1.1,,r. .., �,,I— : .. �:; . : , 1016 Oak 9 Retain � .''* I _1*1 �: : :� C� rr� . I*i �:,-:-:, :, I .. ....�-_ , ' �iil�, 1:rr , li r '.;:,�, . , , , : , 1� ,.;, , I r . � I . " , : � , . , ��_ . . �; ' '�,r"_..,.- , I . , : ,,.... " .i.,�-i. -:: I .� . , ! � ". " ��., I : , iiij, ....., '. �I. I . . 7��, 1. .1 � .., 1 12. Plante shall be protected upon arrival at the site, by being thoroughly watered am property Maintained *":'.�'.. 1027 �: r ' �.--',j..'.�-, : 1045 1. �� ' ,rrr %1, - :1 .. I :. � . . ' ' ,r ' ,:;; ,;" -r. -:�� ......... ,� I � " �r �1. �,,. _: . IQ 11 . _ ::: * , , �� . . 9 Retain Z_ .- I : I I � " "��/ ,�":::i�*-> �,- -1 _,,.':j��:�']jjj , .... �......::.. � : ._..____................._ � , I ,�. � ... . 1017 Oak " �_: ! ;;; � , � � � � � � � � � � � � � � � �, �, �, �, �, �, �, �, �, �, �, �, �, �, �, : plarfmw. :: �! 'OTEr ': *i,::��: , : :. . co �= . . until :�.�- I ._, TRE E PR -TION - � 1011 _. T I :1 I11 , -, , - 1035 ... I I I . �. 1, :.. '. -� � .. - .1 : ; . I - - C) I �,,-I (P o:- I'll .1 : ' : . . :;.". 1 7 Retain "4 co" - r-_ I 11 I d ..� . " .. , -,", �. Irl ; � �- : , "' � �� - - - - ..: .�, " -1 I (0 � � �,:;�'� I � EXISTING , il ",_..3 ". - - .. .. . , I _ , _ . - : . . : r r �,�:� .. . All tree pit* shall be excavated to elm and depth in aec-_,rdence with the Florida Grades 4 Stondurdt For : � :I.. � �... �, .� : . Nursery St&ck, unless shown otherwise on the drawings, " backfilled Luith the specified pienting soil. � . < : � : I �� 11 I .:.:." �.-..:.1 :' : ; _ � ; � , _ , .1 . I , . .............""'r-l--...�............ 13. �� i!J----:��:::FENCE� REFER TO _ 1, 1050 ., , , , , , , , , , , , , , , , , , , , , , , , , , , , , , � :::: r ... , , _LLk .k ., 1018 Palm "" "; .* I I : .. I . I : �' `:,.i:.. rr 2. ,j. 0 I(D 11 . � /�I .. __\ .:. , '. I ,r. . - * 1-1 , I 1, � ,""' :: :,�.,--J. * � I - 7_', ��% : ; : (0 The LaMsegpe C,ontraot*r shall test fill all tree pits with water before plaiting to cwouro proper " . � ; � .. . * , -, __ �� I ___.............................. . .. : I I I , , I ,9 : :; :, _. -:� I.......--1..... i- -:..�:.'�...x� A 4,111 (D I 0) ___ -.`� � � ," . I . ."' I-.... ,,/ 1019 Oak 19 Retain , ; I , , : _ ; : i :- ==��--- -1 , : .. 11 1:, 11 : I �'..._, I J�/TOR DETAIL. , � :.- 1010 . I. 'I, : .,� , \ - r... : : . � ,� I -, � � " . drainage percolation Is available. : : : :� , , : I � � �'�' I..... (O , -:�!,, 1: "'" , , . . , : I , I C', _ � I ., � :�. $ 4, 11 . I , - . i : (;��:�-,':�: i i� �i";�,-' :....: . .................. , � - ) :�_, be �: ,/ , 1049 \ . I 13 � - �11�/' � I'll _ thoroughly watered ot, Urn@ of planting " kept @dwpately wd -a of amepterAm It shall be, " -1 � : . '. -, :?:: r : : - � Palm 7 Retain < 1,11,'r r , '.. . : . 'r :r.,.�,rrr . , : : �, :; .. � :: i �: : *r - r ��": .. F-i ; �'j�_��,rr�>, ;- 4_ - �__: : " �:]:..........]]�::........�...::::;� ___ I - I ;�... --,*-� � � I : I ., - __., :.. : I -mporolbility to ensure the& plants are not over watered. t� 1� ,��*�_�'.� �................_-1111-............. :� 1. ..�'. , . - . r ....... ...------ .1.......... . I - 14. The Lu-ne1scgpe C.@ntra&,@r shall be responsible for proper watering of all plaits. All plants omit ,:� � _ �;,, : : i .1 : : : p . ; I . 1� : � I . �� ': i��;-_,, r . I : : wrod until tin i I M��-.' "INAL."..' 'Z ` AF� -.-_.'--,---_ `.. - : \ .. �: ,� .,..,.,:: :� 1020 1 - I - � �: � i '_'_* r - " - -� -1� _;- - .. ;. _,�' . . . I : j��. _� _ ,��,__ ..�:: - 1 the Lendsocp@ Controobor's r : 046 .�..." 11 - .......... , \ ��/,..."r / . � EX $TING . .. �'..� ..,.,,.� �,�:I,;� ...., : .e.), ..'�� : : : _..........I....... 0 � � :: � I � � .1 I . , 1_"r`,*,�'_.�' � ."I _.:_ .'' .1 o : , - . - - _:- i �...�'...� ", I 11 � 1021 Palm 7 Retain � W28? � � . � __r�� '.. . -A - - - - - . \ . . IS. It shall be the Landscape Contractor's responsibility to pivvent plants from falling or being blown over, ! � � : . I r,r ; ! : � GROUMDCOVER �� :1 !�i 1, :...., �: ,�"',".:�". ,,, , - :- .� � - _: j"I", ; .. - 1/,Ir � i . . � . �,.:- - ...,x:, : .- � I. : , I __ - I I I .:.:!. :.. �. , : � � _............... - ,to re-stmightan @M replont @11 plaits which logn or faII ond to replam @111 plaits which gre dffrtagsd i � . : ; :� �:'-�` r s .. ,. , ) - ": � I '', , � 1. >: , ,", ',�.-'".,�-j,", -3. : � .1. , �A::`, -- �': - . ; ; r ., ,. r r L ,", - ; : . (�) 0 duo to lack af proper guying or staking. Tha Larelne ,ontrottar shot ; 3: � ; �............... - 1, I : 1�:jj rr. .� ... � , .� �:: � � �,, 1022 Oak � 9 Retain - ,We C I be legally liable for any damage . ... . .�� :� �': �. "'.�:,�", �, ell � � _ . ,:t� ..' . 11.1 I., . - � I � : � , � I .1 . I : * I L �r caused by inat@bIlity of any plant moterial. : I I . . 1 j,jj:,,:,:,r ,r,r,r, � I ,rr : � �' 047 ......*.*...*,.'.'.'..*.*..'.,*......, � . ! " ' , 1_.1__11111111..-.__ , I � � - �-,., I : : : , , X .. .. .....:::�'�'.� "I ................�......... I . � . : r. .. � ��rj�::<�:�" 7:'�r., �r'_*" � �.:: .."1, . I : �,%:, I ;.� : , I I., :. 1 15 Re I I � � � .........I. : " 1 1023 Palm tain If All ftmo to be stoked as Indicated per Palm staking dctaft. All othor trom t be stabilized utilizing -_- � i I � .�' -,_"�,;��,,.,� % :,,,,,j.,�'r - ;. ,9 . . �.;,,. ,-, � I r 9. I . . �, / . . ...I... _________._.________ . � -1. . I , : .�'..�- I �i ..�. . I " � ... :� : : /1: -� : ............. - � . , : ; . : � ,; � �. ::,r,-,,�� -, 1:: I : . : . . ,1i' �� I r I . Nt � � I I :" �:�'i�,'*.. . I I ; .'...rrr .� i� . I. . ... � ,rr I 11 - i., �: : �: i I ..._:.:.,,��:,:r,: I- i '... . .1 'r;!1:'� �- I. ' EXISTING- � : :...'.....'/�@ �- - - .:`..;-�� -.,::� i�:i:. .: r r, I : , . '.1 : � I I 00q I � � I ?Ii�c�,: . � �� ... I 1: ............ ' . 1024 Palm 13 Retain . . . S' lodge polso per tree p1prAing detalts. � � I ------- . �. � C� �. , r . �� : : . - L � ,%�:, : %::�:. � r i,,�) , . , - - " ., 11 I ; .r' : 1 17. Plonts blown over by high wInds, within the quarantead period, shall not be @@use for additional � I ..1:�, . . .......,,. - ; -- _ * 5�.! , I I � �: I Q:!!:::::'�: r :::..,� ,-`�I ,'.'.- :.:-'; .1,,r :......--.-..--.,-, , rrr i 1, ; . - �' ," " : ��.-�� r , * expense to the Owner L 'I i ,:,ii: �i �i ; �!j_�:�j,r:. . : .r/ , . ...��:.-::, , :�: I.. ; ./I.."� , :: : : . _� . , :, M "" :, '1� ,',� � � 1025 Sycamore 15 Retain , but shalt be the responsibility of the Landscape Gantr@otor. Dgmaged plants shugll ;1, .: SHRUBS � ,"" ; i ," 11. �': - �: � -- , - �_� : ,I— , - - Ast to tho Owner, .., I :� L ; : � : , ' : ., � "' rrrr . ..... .. ........ .. ' r be mplaced by the LandisfA� po Contractor at no additional c �, . - �:�;:�.?,��,,-", . �"". -'J".' ...� ! �__i 0 ..:... _ � ____ r I : : ,". :, . :--;� I : : " 7:,.� 1- I � . I . __ "r ......** .... ..- � .. ,-,- -_ ":",," �."'.�,,1,'�� : . .. . EX I ST I NG r, - '.- .. , t : 1 ; �." �. - .. .. '!�!�:.:":':'�'::'�:r�:��i��:�l�! I � �,,_,,� ." � !�',',,'�,.'--� � �, ;; �v,,,,;.� : �.:' �*.-- , .... . , r' I I - :;. , ,� -__�'. :....,:�� ...........� , �... �, , , - *� :-< , :: ;;� �' i � - in .. _:.. ...I- . : ,, - - - . 1, .1 I.. .......�........ � �__.��.... � __L :.; :,`,, ,, .; �", .. ..... :,, *".,. . ...d!,_:%.1...I...... : , . : �,�,i ; : _ � I '. � - ." - . :----,�i� � 1.1_-.,,r . :.�� ` . : I. * 6 Sycamore 12 Retain I !i�,:�` .. ,� X2,11.111111....................", � :%: : : ... . ............. . . I - I— 16. Sod shall be cof=tlfled to be free of the Imported fire @n�. %- d shall have a @Iem growth of acceptg6l'a � �*i . . ..... . .E I U ...- t I.` -',` .1 " �" .�� 11� * , , 7 �� 102 .:. ... . n adhering to Foots. It shall be I :� 1 ��::��ii:�i:-.-- : r... -, . .. I R = "' I �r' � � * '/ A I& ,.'.`;.:.r .. "." 3 1 .1 5HRUE35 - � ; - Fsaocrm�ibly �Fom of weeds with Fp as thon 1 1/2' of soil Finn ly .:: .. � I., .21. �,;.r '.. ..":': - .- . -�� . .. . .1- I -, "' :', ; .. ,� -,�'.1 37 -1 ,� .1 -, , ,,,r' '�:.-::, -- , IN%ponsIbIlIty of the LaidocApa Contractor to measure end determine the exact amount neWired. � � : 11 _�.;,; ; : . I �,.;,*,� .1 .- I . : .. '�` ... .. -, :::�;� �%,:`�:,:.. " ., � ,,� r : I I I . ......... . Thin amount shall be verificd with the Owner or Landsc@pe tea Wfam installation. I . ; I ;, I ""' i. ....... , � ./ 1027 Palm I I Retain - .,... xx_.., : ��:,:... i '... _ � ::. _. . , . �; , : � - . I. 1! - i %::� : , .'. .. r . t . : Archi :.... - I , I I �: � . ........... _ ___ �1`11-11 I � " � � 1. 9�� ` '... :... '.. .,. %, or . . . . "" ''� ��-�;,-�,: � . "' _j, ", .1 � - I ;� � . . I ,:, .. � __ _.......... ''..� Tin LawlsGcpo C4ntroctor shall Insure adecIpate vertical drvineW In all plent . ;�ii �I 11 �.................. ��11 :.1�,, , ...' - ,r, %-.- [ � __ . ,� ,, ," "",�,I� 102 I �:�;.�.;.�.;.;.;.;.;...;.;.;.;.,;.;.;.;.;.:.:.,..,.I:�:.:.�� Er:r , - - .. � - 11 " '......�� .... . , , Iq. beds, picnters, and sod , .� .. - - , ,., *� ,, r . : , , .. - _,_ ,, � , I I ��,_ , I .. I." -", '. ................... . , i�� : ,/ .. ..' ,� I __ - Retain grW9. VericAl drilling through any compacted fill to natlys soil shall I*@ @ccomplishad to Insure drainugo, . ;- ;; �% ell -r/,,,-1/,"',�/,,1 r � .. ,4iii .,-:,-,��.j -i::::�-:.....� 11� �� r'' 1028 Holly 9 N i",��-E : 1030 ', ,,,, ,r rr_::.../", r_ ;,,,:�- I . " � 1045 � , r . --- i.....� A I . . ' ' I -v positive drainage, this Issue shall W brought up by ths I ... -, ::: 'rrrr .... ... -1, i,;;;�.J�, 7 : 1� I ...r........... .........1. ..... � ' .': __1 . I I........ If well drarrod fill is rwoessc!ry to aosui 11_.."'...,- .. .. " ��Z� � , ""*" ; ` : - i : I - . . .. /_,., 14J."..'... I OOB I I � .._... r- �- 11 � I. -w : EX I ST I�1%aj � . , r- .. .. , ........ ..-- .... � 'A' Sycamore LandocApe Cm*Fvctw at tin , of bidding. I : : r. ......... _r 1029 1 1 Retain , ,r ,......... , ., - I I r ....'. '. : � __ : . � :, ... . .. I——... � 1:� " :rj�/�O' .., ,;._ I ; ........ �...... ---�: r_ .: :: : I, �, , .,�� 0 � :: )COVER j -..-. -, :.�.1.1.��.�....(::]....�! , , 1. : r� 0 I - 20. The L@rA&ccps CortrAotor shall Ineure that his work does not Interrupt established or projected drainage �: " :." GR:)UN L_ i**�� W �-',I 1 1030 Pine 10 Retain , ., i;::111 - ... . . , - . , ....... Ir : 11 -1 ".1.I �� _......................... .... f .�ii�i::, .,j,.,.�: �r�:__...r�L_! I_�� .. ... I : :� ::, " patterns. �031 � : I ` I , _ .. .". 1055 1007 : I (O ,.."., I i�i::i�,.:::, . jr;!�;]'.� j....1 �� ". 1005 : ��[ �' , .5 at ; � I : : - . . ;� � i ; .� : ::, , 9 Retain .. 21. The Landsta" C,ortraotor shall pruns, &hope and Feman dead follogallimb* from exi t pt t . .. -1 ......:: , " " ��'�,��.-r..�..,::��.,'..,,'r,r... ; I 1 1031 Palm v Ing an materl �I : . : . : : .r / __"'�-`�` ; . I a) - ._ _._W ...,,� . �1. *1 : - . �' ,. , I�:. : :: I ......,_ , ..... . - ... - .... .1 I - : L�: - ,�......�,(� .. 1. .1 , : % � I..... . - :: (K ...�ii;�:�:�:j:�;� .i� ,: I , :; x :..�i;i...;:� � "' I ," �I , ...... r , r, - . . - � ; _ ..". I. � - , ]!�_ . , � _ .. .: � to remain. Confirrn with the Lanelscgpe Architect or Owner the extent of work raWirsel at time of . .., � 1 1 , � ! : ..., , .r. dIrM. .. X. : . �.. x -',�,� . ',.:i , : . Bid i i J � .� ,/ - �'n&, I � . I :.,�. ................. ...... ! .1. ......I--1-1 1.I,I......1,...-11.11...... 11-1. ....._.._.._....,.... ., I/ ,, ; .1v 1 1032 Sycamore 12 1032 :: .:...... ...............�................... ,�1� .1:1;:��, ,::�::"'�� , , :�: _: . : I r 1003 Retain . � r . �: �, ,, �. / \', :�� I," "11 .... 1006 ._:� � ; rrr 1 - __ . . ,� � _� . 22. Mulch - All plant beds @hall be top dFossud with 4" olingdelad h@rdwged mulch (or apacv,ed eqwl). I", ,.�,R_ __�:�.:, .I ; .. """"' 1-, I ,"I ..�.. : " I I :z. I ;� ..".:�: : ".", . , � .. -- ., , , _ ..., � :::XX� -........r ':�, ..,.�,�,�..'��..�'..�."�'...,:: ., , I , :1 , , ;., I—.... 1036 , ;, . _ , -....... I :.:�,:: . . , . , 11 . 1033 Palm 9 Retain 11 ;% : � . _ :: _,:;,:::�;.!:!... - � _ :.......�1�, , "n- .... I/ , ." ,r/ .. I . r . ,I.,.. :: ..: �,, 'r 11 1,, . ., 23. Transplanted M@tarlal pansiblo for determining widl evoluntIng .. " d ff -, ` X-,, ' r� - -', I �:rr I , , "'.. � , ,:' - ;,��-- !".. .� . - - The Landscape Contractor shall be ras . .1 . L + _' .I-1 .. ..: .".'. I :: ,1:;* . � EX I ST I NG EXISTING ,:.:,...;:;-.:-- , , .. ' - �:�',�,:` :i�� =_1L - " ":: � I ,� I. . . � , rehItect @?- 1XI: i � �:.....__ I : "... �. 11 �- . - .1 :., r shnit verify this with the Lendocape A, i� �.. ,:, ... ' . whle,h plant ?n@kerlala are suitable for tFonsplaiting and ,I -il�i`--.*,*.� ._.. .... � -'�-f.�.�: .... , * I.' ' .r ,. '!,�:,��]!, �:i�� '. 103: !� "., - . . ,� 11 " .,.. �1. .1 I ... 11 . � �� - :..I...- I I _..- ]_r._,'. 1002 - ; 4 .., ........ * :- ` , .'_, ,, 7 ,, .' .. 1034 Palm 7 Retain OURW - -.1 �, ,,,,:,',.,r,,, , . , - . .I .... ho L- ble, measures to @Boure � ; � I .� HEDGE : HEDGE:�!�:;:�:-------,--. . ;,..--,--.---...---..---.--�.- "" ............ -_ I., . � , , �. '.I, I I . . - - ... ... - . Th andscape Contractor eholl take all ro@oen@b$&, hartIgulturMly accept@ � . .... .......'... - I -- ,.�............ i[ ,,-": � H ... ... I �( I ,�` , _ , X I _....� .... : . ......�_ ,.. .. ,.. � - __ . ....I..... ., I .. - . r � the burzft*Ful transplanting of elfftermined plant meterfalo. The Landscape Contractor "it 60 F"PMW610 : : : � , ..,. I "I ....._1.�.._.._... i:v�� i�?�. ...',.., "i I ;,�: '.e,.,� J ,-': ...�... : � � � "__1 i .,.."... -,"' - �,r .1� 1, �/,,.'..",,r /. . .., , : � .� _ :: :� ��: �*:: _'. , I 4.�, ...,.::... � r%r r %rr,", � ��, , For replacing @ny roloc&_ed plant materials which dle IF sjw.h measums are not taken, an dwbm-inInad by � : M NTCH '.1 . , - _ ` .,:. .. tho Lardaggpe Ar@hitngt o-r Owemw,. ftpIgmrm-& plants ghgll im 0 identical spo--les end sim If re-quIrsel. �i I . .. , 1/1' �:: , ,':��::.,'. ,,,., :: �11.� -'., - ::" �.-"X ."".r I _1 I 1035 Oak 10 Retain . 1: ..::,: ....i� :...... ."".. J.. �"',,_�..t'-...� - -, - I , , ` , , " : � E>q-ST I - .�iRi::,.,�..� I . .� :i:.;-.�.�r . ,�, .,.._ ...�- -, 11 X a I "... I : NG ,, � , ., : I ..*1 ,.!I....:.,.;:.,.;,]]]]�.�'�:-.�.,]]�r��..,,....�i]��] ,'. , - -�� 1, , I : . � I . _ � �:,�:,:::: " -_,I �T : ...... : , .1 .".. '........ ' ,`� �... I -TION AND ACZ - , - ,r- ',, �' �_ r .... I . . 2,4. MAIWT04ANC-9 PRIOR TO FINAL INSPEC 0-TANCEs . : j ._ !: ::;:i�:�i��ji:: i:i:]. , I - 1036 Palm 8 Retain - . I . ;:]i�i�:: ili li� ....,..., - . -I.... ....'....'......",�r i I; ,.�:j,:;j::; � TDG i� "'�i,'.�,,,.--.-.-- i - . .1 I �! X " . i�: H1, E 1� i� ?-'----.,�.,,,,,r. / I :.... rl�'-, - _ - ,,,,I , , , . - . ....- �� . �i�i�i - - V,,", : .. I // 11 �/ : � : I 41. It"' r J;. �� , ,..,?,.,,,,_., `�.,r / q) , . :, X .... ... ......�....... _ � ; .: , r", _,, �:.; , , . I I ...�� ' �,- ,".. r ".. mant4w*mice shqu gffywn@n@o ~ a---h plant Is pigntod --,-A tho mgintongnco period shgll cwntiflm "it . i� I 1101 0 .1", .. � I . AIL I �' , ". 1, ' I .....I....... ,, -L .. " 1037 Palm 8 Retain I - .........:. . ,, �" 4 , ,�.-., : ',._ .. , � � . ��. �.1.1_ �� i , . -� � - _ : � 100 '.."�'�.., r..... Arc set or Owmr, Fxtrwm core '� '." I I , : , ��, 100 :' �. ' ;_ - spogifli � - I I .. I . .,��.., , the job at _; phase of the job Is w,@ep�sd by the WMaggro hit I%,. ": 4 : : ": , : , : I.* , ...I _. 1-*I, ; .1 ' �.--.. /A -1 ...,, ; : .: , �, .,.,r ,, 11 111. W I I -,-- . I I 111 LL." �- - -�..� �"., , : : : - ., , , , - ,. ,.... : : I �� -&onnnto ;: ..� ..., , � ; 1". - - � - " . ,� : . ... - - '.. - shall be tdken to instruct the Owner or his representatives in qw6oral m@4 prvtedumoq� _ ,r, : - _: .; 1, ),-- : I" : ,5,". ,*....-.,.........'...............,.� . ::: . -� � ___ i'i . i . ..., : :,�, - " _,_�,�:�.............;.:.:.�:.�.:.:.� exxxxi. , . . 2 r. �............. - - .., ., . .......r... .....�..... , _ - - , ,-,,,,----.------,- � , - -- _,.'.__,__--- .............. _...�.....� _ �e "I', , '11. .............. �........_- . I ..,-- - 12 Retain : I . ..'r, Irl _ . . - I .............................. .----- � _......� , � _" W I Ing end repairing � � : �,_�7.............. 1�:;,Tmib_ - ; I—. . . _. 1038 Oa � - __1----1-%. I � � X: . . , r ; %..... I 1001 .,r . I�; .. 1 - : " Plant mcintenance shall Include water , pruning, weeding, cultivating, mulching, tightening, . I %�,,.".. . -1 . I�.. �:___ %, _:Io : rr:.I" � ��.. - I - ::: . . ::........ .. . "' .. �. , . 'r .. I � . . ..................... . . . .:.. . - � I... �'.� ,,�.� . %�.'r ' . I , . . � ' "F:,11.1 .. I. �, ,- ". . . .. " !.'," I."... . - t .1 -, ,_ - ____ "I',"'',.....- -----"-... �................... op guys, replacernent of sick or dead plents, resetting plffft to proper grades or upright positions and ""I . ... W ,,�r r ,. - ...." �...... I......1.11, � , .... I _ 1-111 �,................� ..... ...........____._,__,. , , -_ I I --- - ------------------ 1, I ........I . ...... � I ....., 1 12 Retain I . ......., �;...................__ ...........11 restoration of the pl@ntlFQ samor and rowth of the plonts. ...................:.....:�, .......,...... ..... ,�....... ,. 111;��, I �, " . ......�......�.......�.....-1� ,, ,, - all other ewe roadlea! for proper 0 _ .r : , ..................... ..........�...�.......;:.........r * I ..",......._. 1 . 1, 1039 Oak .......................I....... ......-�--1. .................�............� .............. , -1 q _ .......... .� "- , , .;.� , . � ......... , .� -, .1; .1 I f , . , I I I � �....... :.1 0, �;, --1 ,�, . . . - ... 11, I . I. EX�STING _. ," ...Ix. " '-,r , * �I ".,..r. ", `�....... - -: , �;�., . ... , , -..__1--,11- � ...,� ...............I., I , - , ----- ...�......�--------------------------- .M: 6 1. ... -I ". ....1� ,"r"-;r -- � _,:;�.. _ __1'. ::_ ., , .........�1'1.1.,.,�:__,,�f, .� ___.............. . -"',�......... ,, .. Oak ..".� _ � . �� r .......�........._,, .�_.� r, �Ood............� "...,,.__��'� _, �._�=....�...:,.,;.,�.......... ., ...":.:..". 11... @11 seasonal spraying &Wlor dusting of tram and shrubs. Upon compt"on of @11 planting, on Inspection I�::::� �,:�� 1, "... ....... " -I_'...__.. � L �:�:� ,. 1 .11 �--,,'- 'r :, � , "'. ... I.. ...� . _1. _ ...��__. I......._',:'__.......................................... A 'I�,I,,I Z � . - f, .. ___ �_I .. ._WPO � 1. . -�.:L.., ,, , - - ....1. _ �, -I- .._.1- ... _ _........I... ........�-_,.............................�______ - --------__ I � hall notify the Landscape Architect or I -11,,� " o:o...�.........q...... ....'K -I � - ...... ...._ .--- - .1 r "��4 - I - " :::��,',�'***--*_ , .,..:: .....- �: - �, I , I During the rraintanones period ancl up to the date of final arAmptence, the Landscape Contractor shall do - . � : ............_...............� _,, " . .. �,.,,....__......................... � I'll, ��: 1040 1 1 Retain I � - ......;..'..'', 1 1* . . ,�� . .- , . " " ---.103 __:::::7 �....--.--*.'-----::::.... . .We Contractor a .. �r......E _., .. ::_ .." �i�!_ ..= . , . ..�,*1 ___1 1-1-1___1 _ 44[�q I ,. For m@-opteirm of work will be hold. The Lardw , ", :,,,...,.�/:::::7,. _......___ �............................�*,:�.:�,.....��.._...�;;;;...:�:::__" __:�........,-,*:::.��:��...:.�., -1-1-....I z.......... ''-, " � - �.....��,��__., � - : ", 1'1� �.: . � , 11 ..I .---- - __ . � :.:.....................�,_.......................____,___, - � __.............................r....rrrlr�rr-�-��:,_.......".�................__._...........__=........: . .. Owner for scheduling of the InspectIm 10 dWo prior to the anticipated date. ....� r... ____ :.*- -- ...................................................................I'll.......I _....... _.. ____......._ rr .1...1-11.3...................... :::::.... �� * ......'..".".,.....1.1%%....%%%� - ,:::�::�:!::::... , ..., .. . _,.-.-..-'_111-1.-1r " - - --------------_ ..�: .,... 1041 Oak 24 Retain %..... . .. . I - (A C=� (0 I At the tIn-w o,F the Inspection, If all of the mdwlals or@ Q�;g,av6ajbls, a writte" r"Wo wilt W given by CN 00 the Landscape Architect or Owner to the LaWwaps Contractor Stating the date when the ilgintenerne 1042 Holly 6 Retain - 0 S§PIEW ends. I- 7-) ==) ��; C14 1 < 0 GUARANTEE AND REPLACEMENT, - � TREE PRCMECT�ON NOTES- 1043 Palm 10 Retain -I - __ 2:----e_� L Few �4) foot high solid orange amstrudlen fancing shall be Installed encompassing the drip . . All plant m@*m-Wo sh@11 W guor� for am (1) year frorn th& time of final Inspection " Interim line of each trea, or cra fout In diameter for e�*,h Inch of trunk elfarrmter, whichever Is 1044 Palm 10 Retain ��% �1:1 >� @gospt,g, t - ce shall be aliva, end in sdUsftotary growth For qggh opedift kind of plant at the and of he greater. When surveyed fencing sholl b-- moved to the edge 0 the tree protection aron - =0 . . n- -0 Quorwitood period. DRIPLINE OF TREE 19 (TPA) @& W-i@AW @n plone anel be m@Int@Inod through completion of construction. 1045 Palm 10 Retain =0 >1 _0 -0 . : I THE E)fTENT OF ITS � q) -0 q) a) At the and of the quoraitse period, any plont reel0red under this 50rtrolA that Is dead or not In LIMITS - 2. Where the TPA act" within 10 Foot oF the trafti trunk, a trenching davics, shall be used to C > 0 sever tree Foots. Root rokkv shall not &:�tur 6,aFora Foots ham been clearly severed. _Ne IRT satisfactory growth, as determined by the Owner or the Landw-cpa Architect, shalt br, rw�novad @M MINIMUM BUFFER REQUIREMENTS 1046 Palm 9 Retain .2) 0 2) 4j -- Z - roploond. ftpl@omnant plaits shall have an extended quatntes, gE� noted above, from t1mo of � - W 0 .0- -0 N 3. All mplpfroorit andlor rn@tarlulo we proMbited within the TPA. Including but not llrnit@d to I a) ' W '��' " roplooffilent. � mmant wash-out, chomlq,Ws, ftwil or oqplpmeri�, W"IGN. I _f-- CL ! 2' ORANGE FLAGGING I Al - �- i��11.!... . .;,-- . T." 1047 Palm 10 Retain n () �< .C) I 0 � 11.1 . ,�-, -. --i I. -I 11 .. *,`�,.� TrA. No fill ft�mlt be addM, ranoved or stor-od NORTH- 225 LF, 7 TREES REQUIRED, 7 EXISITING - - - All replacements 9�wll be pimted of ths sorr)s kind and Mm m specified an the plant list. They shall be ; ,:--.��,_'i�,, I I - i -tor. @ 301, Oz. ;,,� .5_mq-... " .. 4. Grade changes skmil not oomp within the . ... r.- � .., ili��!!.L.., .,., - - I the responsibility of the Landscape Gcntraz 11 1.11 ... �rft -q soil (*m Itern 19). i �!`�::: I.� .Rl� .. within the TPA with cmeptlon of prest ,W potth SOUTH�- 225 LF, 7 TREES REQUIRED, 3 EXISTING, 4 PROPOSED 1048 Palm 19 Retain Plans Prepared By: I.,�..1.141_�. , ,.�"�, I . , �� -.�,,., � , 11 I .),'........ ..._ �� , .., �,.' '', ." '..''. ,:-�,:.,,,�, . � ,*'.1.-... _� I.;"��]'L�]'�'��:��]�j:�� .�..�::��.i� ..:�L!:�L:�.i,...',�.��,i:i::i::], 'Q��-I::!'.':,- - 5. Brush grA wood* occurtrM witRn the TPA shall 6o ctoured by hand or utilleing only the �p.,*�:.-,.'.j;�:0.'1'. , . .. , 11.1:1 I - ",',""I'll :L.,.,�.,.� .:.� h�� EAST� 200 LF, 8 TREES REQUIRED, 6 EXISTING, 2 PROPOSED 11, -1. , ['. - ...I' : J'� 25. TOPSOIL 1: :-: ::...��.,11111-1�- L:',',: CIP", qnc. � d". . , . . . _. ,:.,,, '...'..,", mower of IN "' W fgpm tr4ck-4p (less than 60 hp). DwIng such activities soil profiles 1 1049 Oak 9 Retain i * I . T,opsoll shall be natural, A-1@161c, Fertile, fine loomy soil po-w-mming characteristics of representative : % ..... -, shalt not be di't= 14E5T. 200 LF, 8 TREES REQUIRED, 8 EXISTING 2216 Altamon�Ave, � 1'. WAI CrAurRE WIRE M"Id FIENC9, .1 : , , -112" ... I . i t@pwfl in the vicinity that produces heavy growth. Topsoil shall i a pI4 raW of 5.6 to 7.4, free .I., .. .:. i; 6. Rotq-tlIIhg, dtaklr% root T�ak5-q w other eloaring rnsthodg that disturb the soil proflle ore Fort Myers,Ft.33901 � m AT ....., .. - I :: :� �-:?:�� ,�-;.,..:��,. 1,.`!�iTl . i 2' X 2", INSTALLr- I. """, s:;, , 1050 frorri subsoil, objectionable weeds, litter, @*do, stiff clay, storm larger then I-Imh In dlarnat:Aw, stumplpf .. _" r mpmmly prohlbitod. Oak 12 Retain Ph:239.332.5499 " ::::�. I - - ",_, I - . . . roota, trash, toxic substonoss, or any other material which may W harmful to plant growth or hinder 4) TREE DRIPLINE ", ''...... k,&Uk; Z"."L,�`.,`...`i:.,!��,,,'�,,r,,.,:.,.�'...,�.. � -*. WAI�_11 " '. � 7, Utility UFm "lop lrrIqabI@n 1IFm oh-Ali Eg� o�twr within the IWA. 1051 Oak 9 Retain Licenses: I - ... .. , _.. -I- I plointing operations. Top soil shall contain a minimum of three percent organic material. ..... �.:.ill,�:.,:.!.:�.:�:�i-:.i.:.i.:,i.:,�:�,:.; : . I 11111 " I I _�g�u I .. �.��.*�,.�i.:",Iti:�-,"�'�.", g. Owed traeo shall be pruned tj r,Arrom e3e@d " darn@goeI wood, oonrect structural "ect* - rEng,C.O.A.No.3215 1 24). UNSUITABLE SUBSOILS STEEL TEE POST W/ C -�"��' DRIVE INTO GiROUNv, V O.c. ( AGI --- ------- and to Provide ag�oo&s &W V101611fty. 1052 Palm 14 Retain Survey L.B.No.7143 Loogtims oorftining moultAble subsoil shall be treated by one or more of the foll&wlnq� WIRE MES44 W1 TWISTED WIRE &� Tyf)� 9. P"ning *h4fl be compgoted under dlm�t gb%w%,vk!@n by the D@sIWwW Forester of CFM I __ - Arch.Lic.No.AA2600926 � "WWWM, Ing. or Owner dast"4d ISA eortlqiod a-borqot @nd be oonamplished by an arborWt 1 053 F Retain Lndscp.Lic. No.LCO000298 I A. Whom unsuitability Is doonned by Owner or Owner's Ropresertativo ty be due W excessive with Mvo y@or� ar more experl@mo pFmh7g 11w oaleo to ISA ttendorde. ArWrist must obtain compaction caused by heavy ocIpIpment and whors mtural subsoil Is other then AA%ffO appmfal Fr� the ou"r prior to e�_mmcrnevmwY6 of pruning agtivitiso. Two week advance figsalficDotion OF AA or A7, loosen such areas with opikes, discing, or ahor means to loosen notiff@ction 16 reWired. soil to condition acooptabla to Owner. Loosen *all to minimum depth 0 12 Inches with TREE PROTECTION IDETAIL 10. Londsgap'Fq within TPA shalt not disturb exh)UN soll profiles. Eight Inches of potting soil I- _1 WdItIond loosening as mWired to obtain adeeitiate drdnage. Cvntroctor may Introduce pact shall 6B imported @M ftw-rfly tpreoel to py,,vidv a pl�sitlnq medium within TPA. Moss, s@rA, or organic m@tt4w Into the subsoil to @61AIn @dequFate nrwmures shall be N.T.& considered as Incidental, without additional cAmt to Owner, 0. Where unsuitability 15 downed by Owner a- Owner's Representative to be duo to Presence op boordffi, mortar, @ongreto, graded aggregate base, a- other construction materials In sub NOTE- (D gradc and where natural subsoil Is other than AASWTO c1malfication of AG or A7, remove PLANT LIST I i debris and objectle;mble material. Such rvimsellal moicaures shall be c4midered as Incidental, MISSING OR DYING SHRUBS IN EXISTING HEDGES I UjIthout additloml cost to Owner. 8' LODGE POLE SYM, COMMON NAME BOTANICAL NAME DESCRIPTION QTY BY THE CONTRACTOR, (A 1 :�3 C. Whom unsuftilutlity it) downed by Owner to be bocouse natur@1 subsoil falls lntw AASWO � k I 0 TREES 0 classification of A6 or A7 and contains molet" In excess of W parcent, then InstolkMon - CONTRACTOR TO DO FIELD TAKEOFF FOR 0 � W of sub drainage system or other moms described elsewhere In SpecIfIcationo shall be used. CENTER OF TREE � E Where such cenditions have rot been known or revealed prior to planting time and they -_ 00 a have not been rwc�gnlsad In preparation of The Drawings end Spacifications, then Owner I EDGE OF ROOTMALL UA WINGED ELM 30 GAL., 2.6" CAL. 4 CL < M shall Issue prlofng order to Install proper Fernedlat moasures. I MISSING SHRUBS AND GROUNDCOVER IN W 9 q� ! 1� D. rimtlrq beds where existing subsoil Is determined by Owner to be unsuitable for plant I W - -_ I 0'-12' CT. 3 INTERIOR PLANTING BEDS SHALL BE REPLACED :E W 'T growth In cct-,ordorum paragraph Unsuitable Subsoil herein shall be excavated to a depth of EDGE OF TRENCH i 12 imh@s or os needed to provide adequato drainage. ftplace excavated soil with planting BY THE CONTRACTOR,. M -ir 0 � (0 a 1) '\ LJ TREE LIGUSTRUM LIGUSTRUM ,JAPONICUM 30 GAL., Bl-61 FULL 3 , .Ift� .j N soil. � `�F I__ - U UL� I C) 4 I > - SHRUBS C 0 LU I Z _j CD - NOTE: M < I ,�� _____ �F SHRUB IS B * B, T44EN PLAN CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/OR _q REMOVE BURLAP * ROPE FROM I GRADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS ARE 0 U ox � 0- 1-% U) TOP 1/3 OF BALL I --- � ENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNING P 0 -Y MINIMUM 4" MULCH -1 I/2" NYLON STRAP - TOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE Z U I Cq �D 6' LO'DGE POLE DAMAGE OF THE EXISTING ROOT SYSTEMS. I 0 1 aj SOIL BERM - R1 INDIAN HAWTHORN RWAPHIOLEPIS INDICA 3 GAL., 12" X 12", 2411 O.C. - < Lu M ROOT MALL MIN. Z INC44M _j CL � C14 ABOVE GRADE I :E MINIMUM 12" DEPT44 OF PLANTING SOIL. . - 14 INCRAES MULW - E� _J,C BLUE PACIFIC -JUNIPER JUNIPERUS CONFERTA 'BLUE PACIFIC' I CAL., FULL, 1811 O.C. - �- < Q) IN GROUNDCOVER PLANTING BEDS 0 el 0 E: MAINTAiN 3-A INCqUS I A 1 4 INC14ES MULCH 11 MIN - � I CLEAR RADIUS AROUND z 9� - TRUNK SOD ST. AUGUSTINE GRASS SOLID SOD, CONTRACTOR TO VERIFY QTY. r_ i * . _ 4 INC-M DEEP SAUCER I .0 .:,::-.- a 0 - .. . � : '... 011 NOTE- 0 I T - � - 5ACKMLL MIXED PilT14 APPROVED TW-dSOIL I 0) '. * -1 'Wa�A__ .1 . I I- ------SOD PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, W - - .1 -.-.- .. . .E � �_.C@.,. . . �, CALIPER, HEIGHT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE - E - � . - _ ,_UNDISTUMED SUBSOIL ") � = I.,, .� I - NOT MEET THE HEIGHT OR SPREAD SPECIFICATION IT 14ILL NOT BE ACCEPTED. 6 � . . � . __. . I I . - I . � . . 11 I . _' ' - ____ I 9� .. . . � ,� . I . -5ACKFILL MIXED WITH 715X APPROVED TOPSOIL - I . 2 - CUT C�RCULA�R ROOTS .. , � I 0 . * 26% ORGANIC COMPOST IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, RPLACE SPECIFIED PLANTS i � 0 0 0 0 0 .� - Wrrm PLANTS APPR L RCHITECT AND CITY STAFF. a .........I -UNDISTURBED SUBSOIL __-____-__ I 0) 12"" 1 01 AS NITHIN THE PROPERTY SHALL BE 500DED UNLESS PAVED, SEEDED AND MULCHED OR - W -PROVIDE 11ININUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. i 0 PLANTED NITH SHRU55 AND GROUND COVER, Sheet No. i 0) - 9 - I -a MAINTAIN W-4" MULCH FREE ZONE AROUND BASE OF PLANT. NOTE- SEE LANDSCAPE NOTES FOR T14E TYPE OF MULai MATERIAL TO USE. 0 : r_ 0 1 0 REPLACE ANY EXISTING SOD OR OTHER PLANT MATERIALS DAMAGED DURING CONSTRUCTION IN - I .1 I �t i _j _." I I �� AREAS THAT ARE OUT51DE PROPOSED LANDSCAPE AS SHOWN ON THE PLAN. � uc OVER PLANTING DETAIL CONTAINER TREE PLANTING DETAIL -IIIIIIIIIII . a) - I MW miff CD N NTS N�TA. ROVIDE ADEQUATE IRRIGATION TO ENSURE ESTABL15HMENT OF ALL PROP05ED PLANT MATERIAL McDONALD'S PROJECT I & iE "'Tm�a3rishines1l.coni � 1:1: I = DE: 009-0272 1 =- Z ri____ I ��__ J_ 1!!! ___) - i ; ! � I � I I - __ _ - - __ - I