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HomeMy WebLinkAboutConstruction PlansOWNER/DEVELOPER McDONALD'S USA, LLC 110 CARPENTER STREET CHICAGO, ILLINOIS 60607 ATTN.: EDGARDO ORTIZ, P.E. PHONE: (786) 779-1702 ENGINEER - CPH, INC. 500 WEST FULTON STREET �s SANFORD, FLORIDA 32771 t ATTN.: JILL M. MINTON, P.E. PHONE: (407) 322-6841 SURVEYOR CPH, INC. 500 WEST FULTON STREET SAN„ EDRD, FLORIDA 32771 ATTN.: PAUL J. KATREK, PSM PHONE: (407) 322-6841 LANDSCAPE ARCHITECT CPH, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 ATTN.: DANITA R. BRYANT, RLA PHONE: (407) 322-6841 PERMITTING AGENCIES ST. LUCIE COUNTY 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34982 STCOO'rw GENERAL STATEMENT THE PURPOSE OF THIS PROJECT IS TO UPDATE THE EXISTING DRIVE-THRU AREA BY REMOVING AND/OR RELOCATING THE EXISTING DRIVE-THRU EQUIPMENT, CONSTRUCTING A SIDE BY SIDE DRIVE-THRU WITH ALL SUPPORTING EQUIPMENT, AND BRING THE SITE INTO ADA COMPLIANCE. LI www.cphcorp.com A Full Service A & E Firm 500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 - Plans Prepared By: CPH, Inc. State of Florida Licenses: Engineer No. 3215 Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 • # �.10% mac, o w�t2y Z tw W4 Uu Wi o0 Z v o F °.: '•. 5 z rn co : m N en VICINITY MAP 1" = 200' m 0 qM - - ?,r�, A` aaa�aaa z Designed: C. Pulver Drawn: C. Pulver Checked': J. Minton Job No.: M29330.1 Date: 10/18 © 20201 INDEX OF SHEETS C-1 COVER SHEET C-2 BOUNDARY & TOPOGRAPHIC SURVEY (COVER SHEET) C-2A BOUNDARY & TOPOGRAPHIC SURVEY C-3 SITE PLAN C-4 GRADING AND EROSION AND SEDIMENTATION CONTROL PLAN C-5 GENERAL DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE NOTES AND DETAILS z I'^1�l1 .7r1.3`: r`9Wii 133.5:{.: F_ ...�..r..�.,.�-- LU FF1ONT W SIDES ,_,^^ co CNN S _& REAR W LNG O TEC U i www.emshine811.com. REVIEWED FOR CODE COMPLIANCE *NOTICE* IE COUNTY THE SIZE OF THESE PLANS MAY HAVE BEEN OCC SLIGHTLY ALTERED BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS FOR THE MCDONAL.D S PROJECT PURPOSE OF COLLECTING DATA. CODE: 009-1508 ,17 ap N O 0 Q L5 U. 1 U � W_ a ~ Z 20 LL THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. CAM MW J:\M29330.1\Civil\DWG\ Current Plan Set\1-M29330.1-COVER SHEET.DWG, 1/28/2020 6:06:11 PM, Pulver, Chris D., _cph - Standard.stb OWNERSHIP AND ENCUMBRANCE REPORT PER FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1062-4115899, DATED: 0910712018; 3. ADDITIONAL ENCUMBRANCES SUCH AS EASEMENTS RESTRICTIONS, ETC. AFFECTING TITLE: a) DECLARATION OF RESTRICTIONS RECORDED IN OFFICIAL RECORDS BOOK 573, PAGE 175. (AFFECTS AS TO PARCEL 1 & PARCEL 2, BLANKET IN NATURE) b) RESOLUTION NO. 88-28 RECORDED IN OFFICIAL RECORDS BOOK 574, PAGE 1067, AS MODIFIED BY RESOLUTION NO. 89-14 RECORDED IN OFFICIAL RECORDS BOOK 619, PAGE 1825. (UNABLE TO DETERMINE, NO LEGAL DESCRIPTION PROVIDED) c) AGREEMENT BETWEEN ST. LUCIE COUNTY, FLORIDA, AND KINGSANDRIO PROPERTIES ON IMPACT FEE CREDIT FOR INDRIO CROSSINGS SHOPPING CENTER, RECORDED IN OFFICIAL RECORDS BOOK 589, PAGE 1512; AS ASSIGNED BY ASSIGNMENTS OF IMPACT FEE CREDIT FOR INDRIO CROSSINGS SHOPPING CENTER RECORDED IN: OFFICIAL RECORDS BOOK 703, PAGE 1385; OFFICIAL RECORDS BOOK 812, PAGE 1077; OFFICIAL RECORDS BOOK 1143, PAGE 2779; AND OFFICIAL RECORDS BOOK 2410, PAGE 2121. (AFFECTS AS TO PARCEL 3) d) EASEMENT GRANTED TO HOLIDAY PINES SERVICE CORPORATION (HPSC), ST. LUCIE COUNTY, FLORIDA, A FLORIDA CORPORATION, RECORDED IN OFFICIAL RECORDS BOOK 738, PAGE 2993, ASSIGNED TO ST. LUCIE COUNTY, FLORIDA, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA BY ASSIGNMENT OF RIGHTS UNDER EASEMENTS RECORDED IN OFFICIAL RECORDS BOOK 1235, PAGE 1534, AND AS AFFECTED BY SUBORDINATIONS OF COUNTY UTILITY INTERESTS RECORDED IN OFFICIAL RECORDS BOOK 3850, PAGE 2083, AND OFFICIAL RECORDS BOOK 3850. PAGE 2101. (AFFECTS AS TO PARCEL t & PARCEL 2 & PARCEL 3, FOOT R/W TAKINGS) e) ORDER GRANTING SITE PLAN APPROVAL FOR A PROJECT TO BE KNOWN AS MCDONALD'S — INDRIO CROSSINGS, RECORDED IN OFFICIAL RECORDS BOOK 981, PAGE 1593. (AFFECTS AS TO PARCEL 1) f) LEASE BY AND BETWEEN KINGS INDRIO DEVELOPMENT CORPORATION, A FLORIDA CORPORATION (LANDLORD), AND WINN—DIXIE STORES, INC., A FLORIDA CORPORATION, (TENANT), DATED SEPTEMBER 17, 1987, A SHORT FORM LEASE BEING RECORDED IN OFFICIAL RECORDS BOOK 573, PAGE 169, AND ANY AMENDMENTS THERETO; AS MAY BE AFFECTED BY MEMORANDUM OF EXCLUSIVE PROPERTY MANAGEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 2709, PAGE 1317. (AS TO PARCEL 3) (AFFECTS AS TO PARCEL 3) g) EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 1143, PAGE 2759. (AS TO PARCEL 3) (AFFECTS AS TO PARCEL 3) h) LEASE BY AND BETWEEN INDRIO CROSSINGS, INC., A FLORIDA CORPORATION (LANDLORD), AND BEAUS OUTLET STORES, INC., FLORIDA CORPORATION (TENANT),. DATED SEPTEMBER 10, 1993, A SHORT FORM LEASE BEING RECORDED IN OFFICIAL RECORDS BOOK 1462, PAGE 2155. (AS TO PARCEL 3) (AFFECTS AS TO PARCEL 3) 1) EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY, RECORDED IN OFFICIAL RECORDS BOOK 990, PAGE 2482, AS PARTIALLY RELEASED OR AFFECTED BY RELEASE OF EASEMENT, RECORDED IN OFFICIAL RECORDS BOOK 3277, PAGE 2676. (NO LONGER AFFECTS, EASEMENT VACATED) Abbreviation Leaend: HOLMES JACKSON WALTON WASHINGTON CADSDEN BAY O VON G n4 LIBERTY WAKULLA GULF FRANKI IN — NASSAU HAMILTON MAD SON DUVAL 0 BAKER SUWANNEE J� TAYLOR �'� UNION a_AY J FAYE DaIE ALACHUA PUTNAM LEVY MARION J) ORDER NO. GM 10-001 BY THE GROWTH MANAGEMENT DIRECTOR �yA A GRANTING APPROVAL FOR A MINOR SITE PLAN KNOWN AS MCDONALD'S AT INDRIO GROSSING, RECORDED IN OFFICIAL RECORDS CITRUS BOOK 3165, PAGE 2577, AS RE —RECORDED IN OFFICIAL RECORDS UM LW(E SEMINUU, BOOK 3170, PAGE 2407. HERNANDO (AFFECTS AS TO PARCEL 1 & PARCEL 4 BLANKET IN NATURE) 0RAN1 PASCO k) SOUTH FLORIDA WATER MANAGEMENT DISTRICT NOTICE OF ' 0SCEDLA 6vgo ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMIT S 4 Pax RECORDED IN OFFICIAL RECORDS BOOK 3178, PAGE 2575. v5 INDIAN (AFFECTS AS TO PARCEL 3) RIVER MANATEE HARDEE EECNOBEE i I) EASEMENT GRANTED TO FLORIDA POWER & LIGHT COMPANY, DE SOTO HI os FOR www.cpticorp.com A Full Service A & E Firm Architects Engineers Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Development Coordination Offices in: RECORDED IN OFFICIAL RECORDS BOOK 3212, PAGE 2430, AS AnASOTA MARON Survey Notes: NOT TO SCALE AFFECTED BY SUBORDINATION UTILITY INTERESTS RECORDED IN GLADES r C ® J ® YA Y�CTIOGIN 1� OFFICIAL RECORDS BOOK 3767, PAGE 2294. CHARLOTTE /`.� 1. COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED (AFFECTS AS TO PARCEL t & PARCEL 2, AS SHOW HEREON) HENDRY PALM BEACH g\�LUCIEOUNTY SURVEYOR AND MAPPER. LEE V ary 2. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS m® DEVELOPMENT AGREEMENT TO AMEND CURRENT ALLOCATED CAPACITY # PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. FOR WATER AND WASTEWATER DUE TO REQUESTED CAPACITY ABOVE BRDWARD THE EXISTING CAPACITY RESERVATION BETWEEN ST. LUCIE COUNTY, Cou HER(PER OWNERSHIP AND ENCUMBRANCE REPORT; FIRST AMERICAN TITLE INSURANCE COMPANY, O ERSHIP1AND E 3. THE SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. THESE INDRIO RETAIL LLC, AND MCDONALD'S CORPORATION, RECORDED IN Legal Description: • Florida •Puerto Rico • Connecticut Me aland s FILE DATED: 09 07 2018 / / ) BENCHMARKS ARE BASED ON A CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF 0.006' RECORDS BOOK 3213, PAGE t83o. PARCEL 1: (FEE SIMPLE) C4 (AFFECTS AS TO PARCEL 1 &PARCEL 2 BLANKET IN NATURE) RDE MIAMI-DAOE WHICH MEETS THE ALLOWABLE CLOSURE OF 0.009'. THIS FIELDWORK WAS PERFORMED USING A TOPCON LEVEL MODEL (AFFECT # DL502 AND REFERENCES THE FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE NORTH AMERICAN BEGINNING (P.O.B.) AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 65 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, VERTICAL DATUM OF 1988 (NAVD '88) AND SAID ELEVATIONS ARE BASED ON A VERTICAL CONTROL BENCHMARK n) NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER TOWNSHIP 34 SOUTH, RANGE 39 EAST, WITH THE EAST RIGHT-OF-WAY LINE OF THE "SUNSHINE STATE PARKWAY FEEDER ROAD" (S.R. 713); THENCE RUN SUPPLIED BY NGS DATA SHEETS PUBLISHED AT WWW.LABINS.ORG AS FOLLOWS: MANAGEMENT PERMIT RECORDED IN OFFICIAL RECORDS BOOK 3353, : r; NORTH 00'03'21" EAST, ALONG SAID EAST RIGHT-OF-WAY LINE, 285.00 FEET; THENCE RUN EAST AT RIGHT ANGLES TO THE LAST DESCRIBED LINE, 60.00 PAGE 1341. FEET, THENCE RUN SOUTH 45'00'02" EAST, 158.86 FEET; THENCE RUN SOUTH 44'59'58" WEST, 244.11 FEET TO THE POINT OF BEGINNING. ALL LYING AND a) DESIGNATION NGS AF 3312, DISK # IN 4"X4" CONCRETE MONUMENT ON SOUTH SIDE IF INDRIO ROAD, 130'd: (AFFECTS AS To PARCEL 1 & PARCEL 2 & PARCEL 3, BLANKET IN NATURE) ! BEING IN SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. d' WEST OF FORT PIERCE BOULEVARD. ELEVATION = 20.56 (NAND '88) Y PARCEL 2: (FEE SIMPLE) o) DECLARATION OF RESTRICTIONS, COVENANTS AND CONDITIONS SITE BENCHMARKS ARE AS SHOWN ON SHEET 2 OF 2. RECORDED IN OFFICIAL RECORDS BOOK 3515, PAGE 2234. A PARCEL OF LAND LYING AND BEING IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, TOWNSHIP 34 (AFFECTS AS TO PARCEL 1 & PARCEL 2 & PARCEL 3, BLANKET IN NATURE) SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 13; RUN SOUTH 89'59'28" WEST, ALONG SOUTH LINE OF THE SOUTHWEST 1/4 OF THE 4• THIS SURVEY IS NOT VALID WITHOUT SHEETS L THROUGH Z. OF Z, p) SHOPPING CENTER EASEMENT AGREEMENT RECORDED IN OFFICIAL NORTHWEST 9 OF SECTION 13, A DISTANCE OF 896.098 FEET; THENCE RUN NORTH 00'00'00" EAST, AND LEAVING THE AFORESAID SOUTH LINE OF THE � RECORDS BOOK 3515, PAGE 2244, AS AFFECTED BY SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, A DISTANCE OF 65.00 FEET TO THE POINT OF BEGINNING; THENCE FROM THE POINT OF 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS 7/19/18; ALL BOUNDARY CORNERS WERE RECOVERED OR y NON -DISTURBANCE AGREEMENT (EASEMENT -MORTGAGE) RECORDED IN BEGINNING RUN SOUTH 89'59'58" WEST, AND PARALLEL TO THE SOUTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, A SET AS NOTED HEREON. a OFFICIAL RECORDS BOOK 3515, PAGE 2256; BY STIPULATED ORDER DISTANCE OF 320.00 FEET; THENCE RUN NORTH 44-59'58" EAST, A DISTANCE OF 244.11 FEET; THENCE RUN SOUTH 45'00'02" EAST, A DISTANCE OF OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 4153, PAGE 2395; 208.44 FEET; THENCE RUN SOUTH 00'00'00" EAST, A DISTANCE OF 25.22 FEET TO THE POINT OF BEGINNING. AND BY ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 6. THE LEGAL DESCRIPTION HEREON IS PER THE OWNERSHIP AND ENCUMBRANCE REPORT BY FIRST AMERICAN TITLE 3818, PAGE 2248. INSURANCE COMPANY, FILE NO. 1062-44115899, EFFECTIVE DATE a O PARCELS 1 AND 2 BEING THE SAME AS: 09/07/2018, AND WAS PROVIDED BY THE CLIENT; (AFFECTS AS TO PARCEL 3) THE LEGAL DESCRIPTION PER SURVEYOR HEREON WAS PREPARED BY SURVEYOR PER CLIENTS REQUEST. J > BEGINNING P.O.B. AT THE INTERSECTION OF THE NORTH F OF ( ) LINE 0 THE SOUTH 65 FEET OF THE SOUTHWEST 1/4 OF NORTHWEST 1/4 OF SECTION 73, Q d � TOWNSHIP 34 SOUTH, RANGE 39 EAST, WITH THE EAST RIGHT-OF-WAY LINE OF THE "SUNSHINE STATE PARKWAY FEEDER ROAD" (S.R. 713); THENCE RUN 7. BEARINGS SHOWN HEREON ARE ASSUMED RELATIVE TO EAST RIGHT-OF-WAY UNE OF THE "SUNSHINE STATE PARKWAY q) RESOLUTION 13-121 RECORDED IN OFFICIAL RECORDS BOOK 3541, O NORTH 00'O6'17" EAST, ALONG SAID EAST RIGHT-OF-WAY LINE, 285.00 FEET, THENCE RUN SOUTH 89'53'43" EAST AT .RIGHT ANGLES TO THE LAST FEEDER ROAD" S R 713 AS BEING N 00'O6'17" E. PAGE 731. ( ) (AFFECTS AS TO PARCEL 1 & PARCEL 2 & PARCEL 3, BLANKET IN NATURE) DESCRIBED LINE, 60.00 FEET, THENCE RUN SOUTH 44'5W35" EAST, 367.11 FEET; THENCE RUN SOUTH 00'00'15" WEST, FOR 25.22 FEET TO A POINT ON LU (A) - ACTUAL MH - MANHOLE A/C - AIR CONDITIONER MLP - METAL LIGHT POLE ACSM - AMERICAN CONGRESS ON SURVEYING & MAPPING MPH - MILES PER HOUR ADA - AMERICANS WITH DISABILITIES ACT MPP - METAL POWER POLE ALTA - AMERICAN LAND TITLE ASSOCIATION N/A - NOT APPLICABLE APPROX - APPROXIMATE NAVD - NORTH AMERICAN VERTICAL DATUM ARV - AIR RELEASE VALVE - NAD - NORTH AMERICAN DATUM''' AVE - AVENUE NG - NATURAL GROUND AVG - AVERAGE NGS - NATIONAL GEODETIC SURVEY (BB) - BEARING BASIS .,NATIONAL GEODETIC VERTICAL DATUM BFP - BACK FLOW PREVEN TER N & D - NAIL AND DISK BILK - BLOCK NO. - NUMBER BLDG - BUILDING J NR - NON -RADIAL BLVD - BOULEVARD NSPS - NATIONAL SOCIETY OF BM - BENCH MARK PROFESSIONAL SURVEYORS BOC - BACK OF CURB NT - NON -TANGENT BOW - BACK OF WALK NTS - NOT TO SCALE BSL - BUILDING SETBACK LINE O&E - OWNERSHIP AND ENCUMBRANCE REPORT BWF - BARBED WIRE FENCE OD - OUTSIDE DIAMETER C-X - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS ORB - OFFICIAL RECORDS BOOK C)ALCULATED OR - OFFICIAL RECORDS C - CHORD OUL - OVERHEAD UTILITY LINES CATV - CABLE TELEVISION RISER OTL - OVERHEAD TRAFFIC LINES CB - CHORD BEARING (P) - PLAT CBS - CONCRETE BLOCK STRUCTURE PB - PLAT BOOK C.C.R. - CERTIFIED CORNER RECORD PC - POINT OF CURVATURE C&G - CURB & GUTTER PCC - POINT OF COMPOUND CURVATURE Cl - CATCH INLET PCP - PERMANENT CONTROL POINT CA - CENTERUNE PFF - PROPOSED FINISHED FLOOR CLF - CHAIN LINK FENCE PG - PAGE CM - CONCRETE MONUMENT PGS - PAGES CMP - CORRUGATED METAL PIPE PI - POINT OF INTERSECTION CO - CLEANOUT PIV - POST .INDICATOR VALVE CONIC - CONCRETE PK - PARKER KAYLON CDR - CORNER POB - POINT OF BEGINNING CRPP - CORRUGATED PLASTIC PIPE POC - POINT OF COMMENCEMENT CUE - COUNTY UTILITY EASEMENT POL - POINT ON LINE CWS - CROSSWALK SIGNAL PID - POWER POLE 0 - DELTA PRC - POINT OF REVERSE CURVATURE (D) - DESCRIPTION FIRM - PERMANENT REFERENCE MONUMENT DB - DEED BOOK PSM - PROFESSIONAL SURVEYOR & MAPPER DBH - DIAMETER AT BREAST HEIGHT IN INCHES PT - POINT OF TANGENCY DE - DRAINAGE EASEMENT PVC - POLYVINYL CHLORIDE PIPE DEPT - DEPARTMENT PVMT - PAVEMENT DIP - DUCTILE IRON PIPE R39E - RANGE 39 EAST DR - DRIVE R - RADIUS DA - DRAINAGE AND UTILITY EASEMENT RAD RCP - RADIAL - REINFORCED CONCRETE PIPE E O -ENGINEERING PLAN REC - RECOVERED EJB - ELECTRIC JUNCTION BOX REV - REVISION EL - UNDERGROUND ELECTRICAL LINES RP - RADIUS POINT ELEC - ELECTRIC R/W - RIGHT-OF-WAY ELEV - ELEVATION RLS - REGISTERED LAND SURVEYOR ELLIP - ELLIPTICAL RP - RADIUS POINT E01 - END OF INFORMATION RWL - UNDERGROUND RECLAIM WATER LINE EDP - EDGE OF PAVEMENT RWM - RECLAIMED WATER METER FB - FIELD BOOK SE - SPECIAL EASEMENT FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SEC 13 - SECTION 13 FF - FINISH FLOOR SMH - SANITARY SEWER MANHOLE FGI - FLAT GRATE INLET (SP) - STATE PLANE FGLP - FIBERGLASS LIGHT POLE SQ - SQUARE FHYD - FIRE HYDRANT SO FT - SQUARE FEET FM - FORCE MAIN ST - STREET FND FP&L - FOUND - FLORIDA POWER AND LIGHT STMH - STORM DRAINAGE MANHOLE FS - FLORIDA STATUTES S/W - SIDEWALK (G) - GRID (STATE PLANE) TB - TANGENT BEARING GL - UNDERGROUND GAS LINES T34S - TOWNSHIP 34 SOUTH GOVT - GOVERNMENT TELE - TELEPHONE GPR - GROUND PENETRATING RADAR TL - OVERHEAD TRAFFIC SIGNAL LINES GTMH - GREASE TRAP MANHOLE TOB TOE - TOP OF BANK - TOE OF SLOPE HDPE - HIGH DENSITY POLYETHYLENE PIPE TR - TELEPHONE RISER HWF - HOG WIRE FENCE TRANS - TRANSFORMER ID - IDENTIFICATION TSB - TRAFFIC SIGNAL BOX ICV - IRRIGATION CONTROL VALVE TSSP - TRAFFIC SIGNAL SUPPORT POLE INFO - INFORMATION TVL - UNDERGROUND CABLE TV LINES INV IP - INVERT - IRON PIPE (TYP) - TYPICAL IP&C - IRON PIPE & CAP UE - UTILITY EASEMENT IR - IRON ROD LINK - UNKNOWN IR&C - IRON REBAR & CAP I - UNDERGROUND TELEPHONE LINES IRR - IRRIGA1ON W/ - NTH L - ARC LENGTH WL - UNDERGROUND WATER LINE LB# - LICENSED BUSINESS NUMBER WLP - WOOD LIGHT POLE LP - LIGHT POLE WM - WATER METER (M) - MEASURED No - WORK PROGRAM MB - MAP BOOK WPF - WOOD POST FENCE MBX - MAILBOX WPP - WOOD POWER POLE MES - MITERED END SECTION WV - WATER VALVE 029330.1\Survey\M29330.1\M29330.1-ALTA.dwg, 9/13/2018 4:23:58 PM, Fleming, Jalon, CPH SURVEY FULLSIZEctb SAID NORTH LINE OF THE SOUTH 65 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, TOWNSHIP 34 SOUTH, RANGE 39 EAST; l.. THENCE NORTH 89*59*45" WEST, ALONG SAID NORTH LINE OF THE SOUTH 65 FEET FOR 320.00 FEET TO THE POINT OF BEGINNING. 8. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY Oct PANEL NO. 120285-0070-J, REVISED DATE FEBRUARY 16, 2012, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE Q LESS AND EXCEPT ALL THAT PART LYING WITHIN LANDS DESCRIBED IN STIPULATED ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 3818, PAGE X, WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN (NAVD '88), THIS Q. DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD 2240, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. MEASUREMENTS. PARCEL 3: (EASEMENT) 9. THE APPARENT USE OF THE LAND, AS CLASSIFIED BY THE STANDARDS OF PRACTICE SET FORTH IN RULE CHAPTER NOT SURVEYED NON-EXCLUSIVE EASEMENTS AS SET FORTH AND DESCRIBED IN THAT CERTAIN SHOPPING CENTER EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FS 472.027, ESTABLISHES THAT THE MINIMUM RELATIVE BOOK 3515, PAGE 2244, AS AFFECTED BY NON -DISTURBANCE AGREEMENT (EASEMENT -MORTGAGE) RECORDED IN OFFICIAL RECORDS BOOK 3515, PAGE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY MEET THE HORIZONTAL CONTROL ACCURACY OF V/10,000 FEET 2256, BOTH OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FOR A HIGH RISK SURVEY. THE MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURES WERE FOUND TO MEET THIS ACCURACY REQUIREMENT. THE EQUIPMENT USED TO VERIFY THE HORIZONTAL CONTROL ON THE PER SURVEYOR SUBJECT SURVEY WAS A TOPCON GPS HIPER V. Legal Description: ( ) co w COMMENCE AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 65 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 13, TOWNSHIP 34 SOUTH, 10. HORIZONTAL WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED Q RANGE 39 EAST WITH THE EAST RIGHT-OF-WAY LINE OF THE "SUNSHINE STATE PARKWAY FEEDER ROAD" (S.R. 713); SAID POINT ALSO BEING THE SOUTHWEST HORIZONTAL POSITIONAL ACCURACY OF 0.05 (FT). THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A LEICA O� CORNER OF PARCEL NO. 122 AS RECORDED IN OFFICIAL RECORD BOOK 3818, PAGE 2240 OF THE OFFICIAL RECORDS OF ST. LUCIE COUNTY, FLORIDA, THENCE RUN SCANSTATION CIO, TOPCON GPS HIPER V. NORTH 00'06'17" EAST ALONG SAID EAST RIGHT-OF-WAY LINE AND THE WEST LINE OF SAID PARCEL NO. 122, 67.06 FEET TO THE POINT OF BEGINNING; THENCE ®®®4 ®®� Z CONTINUE RUN NORTH 00'06'17" EAST ALONG SAID EAST RIGHT-OF-WAY LINE, 217.94 FEET; THENCE RUN SOUTH 89'53'43" EAST AT RIGHT ANGLES TO THE LAST 11. NO UNDERGROUND UTILITIES, FOUNDATIONS ORIMPROVEMENTS, IF DESCRIBED LINE, 60.00 FEET; THENCE RUN SOUTH 44'58'35" EAST, 351.87 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF INDRIO ROAD (PER FLORIDA ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. DEPARTMENT RIGHT-OF-WAY MAP SECTION 94003-2502, REVISED 2/14/14) AND THE NORTH LINE OF SAID PARCEL NO, 122 AS RECORDED IN OFFICIAL RECORD BOOK V. 00 3818, PAGE 2240 OF THE PUBLIC RECORDS OF ST. LUCIE CO NTY, FLORIDA; THENCE NORTH 89'59'45" WEST ALONG SAID NORTH LINE, 278.11 FEET; THENCE NORTH 12. THIS SURVEY DOES NOT IDENTIFY THE LIMITS OR EXTENT OF POTENTIAL JURISDICTIONAL WElL4ND BOUNDARIES. = u CS ao Y Q M c 44'56'21" WEST ALONG SAID NORTH LINE, 43.88 FEET TO TH POINT OF BEGINNING 1-2 J ' cn M a Line Legend. LLi z NOT TO SCALE CONTAINING 45,460 SQUARE FEET, OR 1.04 ACRE MORE OR LESS. 13. FENCES EXISTING ON, 0 OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER ' 0. C4 Q SINGULAR OR JOINT W - OT DETERMINED BY THIS SURVEY. g 3 1 FOOT CONTOURS Symbol Legend: 14. VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL -IDENTIFIER FEATURES CONTAINED IN THIS SURVEY AND MAP ] C -8- - = 5 FOOT CONTOURS NOT TO SCALE HAVE. BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.05 (FT)." - - - - - - = ADJOINER PROPERTY LINES ARV sy sb M - AIR RELEASE VALVE - LIGHT POLE (TRIPLE) —X—X— = BARBED WIRE FENCE 15. DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDAREi(FEET AND DECIMALS THEREOF, UNLESS THE OBJECT 3 U Gf z - BORING HOLE LOCATION + - LIGHT POLE (QUAD) SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON _ y BROKEN LINE �y�, D O at C sty M a HXXF -BRICK PAVERS sr Q -MAILBOX NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST WEIGHT IN INCHES. uc — = BURIED CABLE CTV - CABLE TV RISER o LL CS U Q t i 0 LL ucry =BURIED CABLE TELEVISION 0 MW - MONITOR WELLS p- CENTRAL ANGLE aredB 16. CERTAIN INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED Surve Pre — UE - CLEAN OUT = BURIED ELECTRIC co -NAIL &DISC (AS NOTED) TO THIS SURVEYOR AS NOTED OR DISPLAYED HEREON. Y P Y CPF/r Inc. uro =BURIED FIBER OPTICS - PARKING SPACES (2) 500 West. Fulton St. Q 17. THE UNDERGROUND UTILITIES DEPICTED BY PIPE LINETYPES ARE APPROXIMATE IN NATURE BASED UPON AN Sanford, FI. 32771 - CONCRETE LIGHT POLE ' -CONCRETE PBX — uG — = BURIED GAS * O - PULL BOX (AS NOTED) INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT LAMPED OR REMOTELY Ph:407.322.6841 — uRw — =BURIED RECLAIMED WATER LINE 3 Ma -CONCRETE LIGHT POLE (DUAL) -REVISION NUMBER (3) -CONCRETE LIGHT POLE (TRIPLE) Bend: VIEWED FOR OBSTRUCTIONS, DIRECTION, OR CONNECTIVITY. Licenses: y BURIED SANITARY LINES m - RECLAIMED WATER METER SignLe- Eng. C.O.A. No. 3215 rM Rom,Surve BURIED SANITARY SEWER FORCE MAIN LINE - RECLAIMED WATER VALVE Y L.B. No. 7143 — Tc — -CONCRETE LIGHT POLE (QUAD) � NOT TO SCALE Arch. Lic. No. AA2600926 = BURIED TRAFFIC CONTROL + ® - ROOF DRAIN (Rl) ROW NUMBER SIGN Lndscp. Lic. No. LC0000298 — UT — � - CONCRETE MITERED END SECTION = BURIED TELEPHONE LINE OO -SANITARY SEWER MANHOLE — uw = BURIED WATER LINES - CONCRETE PAVERS sv (B) -o- BUS STOP SIGN CONCRETE RIP RAP D4 - SANITARY SEWER VALVE (DE) DEAD END SIGN - - - - - - - CENTER LINE R/W Q - ENCUMBRANCE PER 0&E REPORT moo- CHAIN LINK FENCE N - CONCRETE UTILITY POLE x x - SECTION CORNER (LINE) -o- DO NOT ENTER SIGN (R5-1) 4t - COUNTY ROAD SYMBOL K x (HC). --a- HANDICAP SIGN ------------ EASEMENT LINES (EXISTING) E] - 4" X 4" CM LB #7143 -CROSSWALK SIGNAL POLE (HC) a DUAL HANDICAP SIGN -'-'- - - EASEMENT LINES (PROPOSED) s= DETECTABLE WARNING AREA O - 5/8" IR&C LB #7143 — Eow EDGE OF WATER LINES e1. - - SIGN (INFO) INFORMATION SIGN ' e - DUAL SUPPORT SIGN = EXISTING DRAINAGE PIPES Q - ELECTRICAL MANHOLE $ - SITE BENCH MARK (KR) KEEP RIGHT SIGN y n: M _. EXISTING DRAINAGE PIPES m -ELECTRIC METER �p - STORM SEWER MANHOLE (LTO) -o- LEFT TURN ONLY .� W (TERMINUS & ANGLE UNKNOWN) EJ6 0 - ELECTRICAL JUNCTION BOX J - STRIPING (DIRECTIONAL) (ME) - - MEDIAN SIGN = y Q —rW — =FIRE WATER MAIN LINES E0 -TELEPHONE CABLE RISER (ND) -r NO DUMPING SIGN Index Of Sheets C=2 UJ CL 2 T ti m - ELECTRIC OUTLET 0 Nw = HOT WATER SUPPLY LINES 0 -ELECTRIC RISER TO - TELEPHONE MANHOLE (NL) -o- NO LEFT TURN SIGN (R3-2) R I wt IRRIGATION ONES - FIBER OPTIC MARKER [ ] -TELEPHONE LINE MARKER Reference Material 1 ALTA/NSPS LAND TITLE SURVEY (COVER SHEET) � — oTL — = OVERHEAD TRAFFIC LINES - FIRE HYDRANT co 0 - TELEPHONE JUNCTION BOX (NU) -o- NO LITTERING SIGN 2 ALTA/NSPS LAND TITLE SURVEY (BOUNDARY &TOPOGRAPHIC SURVEY) C9 w Q coo 2 (NO) -o- NO OUTLET SIGN O a 01u OVERHEAD UTILITY LINES FLOOD LIGHT -TEST HOLE 1) ORB 3515, PG 2230, OF THE OFFICIAL r m 2 o :z r1 = RAILROAD TRACKS -TRAFFIC SIGNAL BOX (FL) -o- NO PARKING FIRE LANE SIGN RECORDS OF ST. LUCIE COUNTY, FLORIDA Surveyors Certification: a y J rJ ? ? U - FOUND CONCRETE MONUMENT (AS NOTED)XI �O 3 Y W 0 -FOUND IRON PIPE (AS NOTED) 2) FDOT PARCEL N0. 122, ORB 3818, PG 2240, —__— = RIGHT-OF-WAY LINES 0 - TRAFFIC SIGNAL SUPPORT POLE (NOR) -o- NO RIGHT TURN SIGN (R3-1) Certified to: McDonald's Restaurants of Florida, a Florida Corporation z y (� � V = SECTION LINES QU - UNKNOWN MANHOLE (NTT) -o- NO THRU TRAFFIC SIGN OF THE OFFICIAL RECORDS OF ST. LUCIE COUNTY, � � r. Cy 0- FOUND IRON RE13AR (AS NOTED) a Op ..J p(]OOppp =STONE WALL LINES H -UNKNOWN UTILITY MARKER (NOT) -o- NO TRUGKS (R5-2) FLORIDA This is to certify that this map or plat and the survey on which it is based were made �. (� d. Tat =TOP OF BANK LINES N - FOUND/SET NAIL (AS NOTED) LINK -UNKNOWN RISER in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Z CO) a GARBAGE CAN (NP) -o- NO PARKING SIGN 3) FLORIDA DEPARTMENT 0 TRANSPORTATION Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1-5, n TOE — = TOE OF SLOPE LINES u� - UNKNOWN VALVE RIGHT-OF-WAY MAP SECTION 94003-2502, 6(a)(NONE PROVIDED), 8, 11(OBSERVED ONLY), 13 and 14 of Table A thereof. Q A -GAS MARKER (1W) -o ONE WAY SIGN (R6-2) The field work was completed on July 19, 2018. �► my = TREE LINES - UTILITY FLAG (AS NOTED) REVISED 2/14/14. Z r O — TRAv — TRAVERSE LINES D4 -GAS VALVE (PE) —o— PEDESTRIAN CROSSING SIGN And ti uw — = UNKNOWN BURIED LINES .GOPHER TORTOISE HOLEIMM - VENT.(AS NOTED) (RTO) -o- RIGHT TURN ONLY Parking Table I hereby certify to McDonald's Corporation that this plan has been compiled from a survey Q W © GRATE INLET m - WATER METER actually made on the ground under my supervision on July 19, 2018; that is is correct m —q— = VINYL FENCE wcS - WATER SERVICE (SL) --a- SPEED LIMIT SIGN STANDARD SPACES 34 and complies with the modified requirements provided by McDonald's Corporation. - GRAVEL IRT ACCESSIBLE HANDICAP SPACES 2 =WOOD FENCE • - WATER SPIGOT (ST) a— STOP SIGN (R1-1) And G�` O = WETLAND LINE -GREASE TRAP MANHOLE WS - WATER SPRINKLER (SS) - - STREET SIGN DRIVE-THRU PARKING SPACES 2 1 hereby certify that the attached "ALTA/NSPS Land Title Survey" of the hereon -described OP = ORANGE PAINT LINE -GROUND LIGHT wv TOTAL SPACES 38 property is true and correct to the best of my knowledgai inigrmation and belief as - WATER VALVE (TZ) -T TOW AWAY ZONE SIGN surve d in the field on Jul 19, 2018. 1 further c"O, r"yBp yTopographic — GP GREEN PAINT LINE E- - GUY ANCHOR Ye Y RSt undar & ® WELL (lE) -� TRUCK ENTRANCE SIGN Survey" meets the standards of practice set ford? irk 17 of the Florida RED PAINT LINE -HANDICAP PARKING SPACE Administrative Code, pursuant to FS 472.027. �' I , �' wP — = WHITE PAINT LINE ®' - INTERSTATE SYMBOL A - WETLAND FLAG. (U) UNKNOWN SIGN J'� 'Q', `J'"�lef C%• ° 0 - WOOD UTILITY POLE NOTE: t PP — = PURPLE PAINT LINE pd - IRRIGATION @bNTROL VALVE (WL) -o- WEIGHT LIMIT SIGN THIS SURVEY IS NOT VALID WI SHEETS 1 THROUGH 2 OF 2. 3 [�z ] - WATER LINE MARKER For the Firm b p _ a — sP — BLUE PAINT LINE - LIGHT POLE (WW) -O- WRONG WAY SIGN TTrLEBLOCKABBREvrATLONS Y - �q�y:--- R h v `` it m YELLOW PAINT UNE � - LIGHT POLE 0 - WIRE HEIGHTS (SEE CHART) Eng=ENGINEERTNc L.B.=LICENSEDBUSINEss O."WW. S�Ti_�,y� ,FKa,rP_ (DUAL) (Y) —� YIELD SIGN C.O.A.=CERTIFICATE OFAUTHORI�ATTON Arch=ARCHITECTURAL Phgiofb(OEWV� ipap�i Mapper Ci�DCidM�� Lendsry.=LANDSCAPE WA=NOT APPLICABLE Lic LICENSED .m�cpN�,e'(,r� .t T �+ No.aN .0. STOFITCE ®=COPYRIGHT. a/Segi �rO �"�,u 0. 6233 S1.. UCIE ObUa y V — m FND e)(4" CM j W/ ILLEGIBLE to w �< ..�- moU� 0Ll N z FGI TOP ELEV-21.22 E R/W LINE OF THE. I NE INV ELEV(18" CMP)-16.98 "SUNSHINE STATE PARKWAY s My EBOTTO" CMP)=15.99 � I. : BOTTOM ELEV-15.46 FEEDER ROAD" (S.R. 713) ry. F' e6 b ry -2.3L ryrya 20 0 20 40 - xei I xryl Graphic Scale in Feet EDP \00 x'L ^c�h 'ryw . 40'. ry xry FND PK N & D FND 4" FGI RIpQUNgqI CM a,y Xry^y �W/ tB#3653 TOP ELEV-21.85 fI/ NO IDI 69"5°'39' E, (D� `Yry`k,'�:?? gINNVEELEV( 8"RRCP) �17�18 ryry' $ $9 53 43 ryw� `�Y� 0.00 a0y BOTTOM ELEV-16.77 X'`I / I X ry'.,. tit 1X 3" UNKNOWN S tiN ?2� �L� 9.J+.P TREE WELOO SIGN 14WOL 'h. 0A A , I 10" UNKNOWN ry ryk !o"u `Y `t•;I•. 'L `l. ry ryryry = TREE STMH TOPryryb -2258 ry0 STD •,a FXS, 3 AK EDP N INV ELEV(18" CM B) RECESSE(J E INV ELEV(18' CP)=17. 8 TIN `LL Q S ry SW INV ELEV(1 i RCP)=17'17 \2 F 4" 9b a TOP OF R ELEV>0.11 ®b ry`I<,*tfy. '?\ TREE ,yam 80 ELEV-18. 9i`x My�L. Q ry I ry0,5 4" OAK ryh TREE Q N GREASE TRAP MANHOLE SCHEDULE 3" OAK r ` 5� \)/t 9" GTMH/1 I TREE * O`b \ THE ^411 TOP ELEV-23.42 0 0 NW INV ELEV(e PVC TEE)-19.50 I 1 I j .10 Ol Nye ry ^65 BOTTOM ELEV-15.24 1 9ry b �'y / OAK \ ry 4" AK Xry GTMHd2 ,yam. 00 TOP ELEV=23.42 X Ix I '� t'f 6 q, °' `Try FGI SE INV ELEV(4" PVC TEE)-19.58 10,1' 6'> 5" K TOP ElEV=22.71 BOTTOM ELEV-15.24 I II ,a?, I RESERVEDm UN x R DR[ ? PB ELEC SW INV ELEV(e"M NW INV "PVC),1&21 TOP ELiEV-_ 23.42 THR BOTTOM ELEV-16.57 TOP RESER ONLINE NW INV ELEV(4' PVC TEE)=19.68 x OAK ORDE SIGN A ry� b Lry 11 0 BOTTOM ELEV-15.32 TREE- PARCEL a`1' ryETAI `:. E4" TOPHELEV=23.40 FLAG POLE Ya DRA{Lb ry`ti N THE `L 6 E INV ELEV(4" PVC TEE)=19.84 k N 043 ,q '^A^1y,�,'S , Q bb \ PAVERS x`L^� BOTTOM ELEV=15.34 h0 _...., x'tiry x`ti1 PARCEL #1313-232-0001-000-4 �_ I I 0�' X x \ �' EOP SMH OWNER: US BANK NATIONAL ASSOCIATION (TR) .. CONCRETE , TOP NV ELEV(6 SPVC)-15.83 I 13 �1' PLANTER O� OS 1 `ti'Y s�\ °+ A MANAGEMENT KINGS HIGHWAYC FGI W INV ELEV(6' PVC)-1Z00 M I ELEVA 9 a c2 b \ w \ O u� ,F. ��,, ""'' O y0 ? 0 e \ S INV ELEV(6" PVC)-16.73 ORB 4038, PG 0585 NE INV ELEIV(18' RCP 17JI5 E INV EL BOTTOM ELLEE�1 8?71 I m 4"TR E U CA 2 r=i � "� /. D� 1. �I bg 7')' � 7TREE x ` \ ry�R0 -erg 04 I I. I 9 ,✓. .'. \5 ` ry`7T2 \ NOT PLATTED O XI I Try H%�. �� ryti� X N I CONC I C� NDOWOF NIo•\. O� I CC Q° \ xyL y^ a0 I I. I I X 67.4' gNPLANTER \ \ ix MCDONALD'S r�' , Lu I I X`Vry ry PARCEL #1313-232-oD1-010- 6,� GTIH#I 0 WV \ ryry 0 v! �, W I I 6" UNK •,w o b Ob 0 TR ^' - �y, OWNER: McDONALDS USA LLC S GTMH#2 \�. ry. \ \ rye. La Q I I ° BEHNAM ABRISHAMI I (� ry' xl• 22\ x �. W L] 0 I I I I 5" OAK I) 110"TREE ADDRE55:4878 N KINGS HIGHWAYHI'30 O TREE O S+ O C 10' FPL ESM \ \ Q tl >- O o�F I I I I 5" qAK I I / ` ORB 3515. PG 2230 3, `L��"�' . 0 600 B 32 �G 3&30 \ 3 N 'Zn I I I W TREE I. /N�,. BI A NOT PLATTEDI�. 22� Q i. ryT;'� , DOOR CONTAINS 45,462 SO FEET 00�� iMH#4 " PRESS 1 = aO 0 tk Zg x `� �� O OR 1.04 ACRE MORE OR LESS I I I I O , a�/ x ryrr'50`0^ ❑j `V6 : _ ^ (BLANKET UTILITY EASEMENT. ORB 738, PG 2993) I i I \ \ ry xry m 'w F Z I I� Al. ` q. .w. I 1 STORY CBS C OF v! N - m �P 6 �. `V'h , - FF ELEV-23.37 /L `b x ry _ MINDOW V w 1(1 0 � I I I �, `��1•' �° ❑2 :(Kw��;) I._�. v ry� x Z Z:iU I I I ry ^s '^'�TREE_S ryryry ryo-h0 0 \ a$, " 5LEAK 23 \ ry b N N UC .,�, C I ry ry ry�y ry� ; �L DOOR TRANSFORMER OTR^�E,E 5•, AK \ ,��0 ry�0 X� IN-xb - m ryryb h �... ryryry?O i , / .' ^ 5fj PB�E` C xn. u'' G79 HEIGHT I 4A.s� T EE. 6 'Y .y�' O P \ xry°. X`L�^ Sl -FEN C y.. ry. +, ( - I `,V `1ryry ,y!L x 3 7"�OAK . `� w PBX DOOR \ ( Bryn 4L ' �TRE6 \ I. I xryry PB ELEC�\;. Y.�.: x � 'h AW•AIL:: hS�, �i�i X00\ \\ Nj q0DRIVE-H10" PALM A SM FGI TOP ELEV=17.09 I I,�Q�'`L� k'LN' �..._..,,....1,.i 00 xSIG,�I h0^b 9 .. .... TREE .. '�.. .... ... .. ,...bg.'q ^'.yb .A41A(R �,� '�Ny'` h \ 22\�. Xry,�O TOP OF WATER ELEV515N79 I I I I, 10/15" UNKNOWt*`7ry� �l'ti`I•' ry00 :..' 0 ":; : ,:: QbNC'DRIUi `ti'13 `4 `L'h'a q• ♦ 'f.,. ,y'7 +u �Q, \ x`� '.: I 6§-'-- p.EARANCE 9 FEET `ky'LL . FL .: "� yTV.. 'U �@ "ry.'Yry'F .I �L ryry6 ,1,'l• .' ,,,�CC��%b 'Lem, 9y \ _ MCDONA 9-SIGZ1 +A0 BOTTOM ELEV=14.46 I' .14''10 .. �1., ..rgb '.`:.ryrya x q4,.'. y'6 v, $ 3c ,, I 8 ..,I,. / ten• C`b ry po x�o ry I I I on w: i SITE BENCHMARK #1 ryryryrya ' I I xry TDP OF PK NAIL &DISK ' / / Lk�. �.. / AREA �: ryry • ry5 `YrVry b \Q� ^ 6 ' WITH "BM" LB 7143 qg+ / / 11 ELEV-'22.84NAVD '88) tiy1 ry�ry S "L$ j MENU W/ ,V. bry ry 90 `•. rye'. ^u x I© O /• OVERHANG `L 'ti' , \. I•' x , e x (V X E-57,py / Y / X MCDONALDS i I` s5 1 I IryX ry 51ON q SITE BENCHMARK - h,4. 1 I h '•t`� �9 y� GI T,1 / / / PARCEL L TOP OF PK NAIL & DISK ?s• +�1,, 1, MAGI amp�, WITH "BM" LB #7143 �q ab,b9 r (T) `I,'O"O� ELEV = 22.99 (NAVD '88) bo S 'Yry .4C'J R . b ^' 9 'h' ry X 1 1. ry ii' ;)ACDON s rho,' .. '�' x`Fry. / ro '/ `I• 'h ,Xry X ry '4ti. `Y'Fh �,.,..'" 23� 0 w O 6 BX ,j /, °i„b `Yy�i ' I X 9,4 x ,`1, 5"UNKNOWN ,Ve ryry� '.yry141o"^ ry,.b x ry0 I 2?� \ f02/,"�; x PB -5 2 10,T ,x /_ ry^.'1'` I ' O 5" UNKN9WIE MEE_ -P2_ OWNERSHIP & ENCUMBRANCE DETAIL N 0 50 100 Graphic Scale in Feet P®B PARCEL 2 d) /___ORB 3850, PG 2083 w 0 o SE CDR OF SW 1/4 OF o THE NW 1/4 OF o O O 0 SEC 13, T34S, R39E (D) o Ld Z S 8959'28" W 896.098' (D) A Full Service A & E Firm Architects Engineers Landscape Architects MI/E/P Planners Structural Surveyors Traffic / Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas lei 00 N W LSD Q N WCS co o J > I I N W C14 0 3 a a M Survey Prepared By: CPH, Inc. 500 West Fulton St. Sanford, Fl. 32771 Ph: 407.322.6841 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 � O 10 b SURVEYOR DESCRIPTION \ N ��� a� ,h z'ca� &c / ry ry1 C c yy 3-IT Ncb ^9 SET 5/8" IR&C \ s 88� \ ry U K x YPRE S 6" UN / ,..,.'"VJ // x x`b1 ���rrr,,, ro x " UNKNO " Ut(KNO W/ LH# 7143 yam( - \X -23- TREE / / TREE ryry. TREE O TREE /`FREE _ - 9- -21- - - ® Q CY \ 1t•4 UC/ x UC UC ry UC UC_ - ry UC ry� 3�ETREEESS �..,: ,.. - UC �O`L 0b M r - - - - - AREA UNDER \ \ 'b -. _..."- - - -22- - -W / _ _ - -22- .- - ry'h- -22- - - 4' UNKNOWN - -22- _ �Q" CYPRESS X 22 4" TREREE X`V^ _ a P 0 1- - _ - - - - - - SILT FENCE �21� � ® W CONSTRUCTION xR. _ �. X / = TREE <a 6x U / 89�°59'45" W _ - -ro - -27- �7$9 fi - - - - - y - - - IPT Er 5/6" IRa c ry a U Z CL E R/W LINE OF THE w / / / / ry TOP ELEV=27.FG176 ,^ S 89'S9'45" E - - - x �� 6 ry x �w \ v = W ® Q "SUNSHINE STATE PARKWAY SET 5/8" IR&C / / �\q FEEDER ROAD" (S.R. 713) & W/ LB# 7143 / / / / NW INV ELEV(18' RCP)-17.23 AREA UNDER W/ LB# 7143 \ i Z _ o ip / BOTTOM ELEV-16.77 CONSTRUCTION S 44'58'16" E AREA uNpER iY9' tj ® co W LINE FOOT PARCEL NO. 122 moo // ! / / / c 15.24' ccrtsmuC71a4 O" 9'- h C7 O OF ORB 3818, PG 2240 I / / 1i LINE OF INDRIO ROAD & v 10 2 �- _ n FOOT PARCEL N0. 122 ����I �81�• y z / / j / / N LINE OFFOOT ORBPARCEL NO. 122 PG 2240 ORB 3818, PG 2240 \ � a O O 2 v O FOOT PARCEL NO. 104 m O (� Ly / ORB 3878, PG 2248 S 00'00'15' W I` / ! 25.22' J Y N 8959'45" W 320.00' (D) - - - - - - - - - - - - - - - _ ¢ ' Z N LINE OF THE S 65 FEET OFJp THE SWI/4OFTHE NW1/4 Q �N OF SEC 13, T34S, R39E Q Z POC INDRlO RD �- o SURVEYOR DESCRIPTION (RIGHT-OF-WAY WIDTH VARIES PER U THE INT OF THE N LINE OF THE S 65 FEET OF FOOT R/W MAP SECTION 94003-2502) yUJ THE SW 1/4 OF THE NW 1/4 OF SEC 13, T34S, R39E W/ THE E R/W LINE OF THE n ��� m h "SUNSHINESTATE PARKWAY STAPARKWAY c A �ltl��4°11aIANCI' FEEDER ROAD" (S.R. 713) ° AND SW CDR OF PARCEL NO. 122 ORB 3818, PG 2240 III N LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC 13, T34S, R39E # ; mP*j A NOTE: Sheet No. 1"15 WRRVEY IS NOT VAL D WITHOUT SHEETS 1 D RIMM 2 OF 2. TInE BLOCK ABBREVIATTONS Eng. =ENGINEERING L.B. = LICINSED BUSINESS C.O.r�. ;CERTIFICATE OFAUTHOWZATTON Arch =ARCHITECTURAL �6Wdscp.=LANDSCAPE WA=NOTAPPL[CABLE Lu. =LICENSED �®r No. ®NUMBER P.O. =POST FFICE m =COPYRIGHT f f` J:\M29330.1\Survey\M29330.1\M29330.1-ALTA.dwg, 9/13/2018 4:24:03 PM, Fleming, Jalon, CPH SURVEY FULLSIZE.ctb `. SITE LEGEND zD.........__..... SITE PLAN KEYNOTE LEGEND o � L9#36533 V (PB) = PROPOSED DIGITAL PRE -BROWSE BOARD (DNEATLY SAW -CUT, REMOVE AND MATCH EXISTING CURB AND 5A 5A 1A I" FND 4' ROUND OM ' GUTTER AND PAVEMENT WITH A SMOOTH TRANSITION. w/ NO 10 S 89 56 39 E (U) (DM) =PROPOSED DIGITAL MENU BOARD �WMeaarmn a .., 4otlo 6 a, , = z _. 8 S 43 6 .00 (COD) PROPOSED CUSTOMER ORDER DISPLAY SPEAKER Q PROPOSED SAW CUT LIMITS. �A 3"-tlNKNQWN C�k =PROPOSED DRIVE-THRU GATEWAY BAR 43 PROPOSED SINGLE YELLOW SOLID LINE / 6" WIDE t TREE 14' OAK=PROPOSED DETECTOR LOOP WELCOME s{cN TREE Q4 PROPOSED DOUBLE WHITE SOLID LINE 4"WIDE I I l✓ O N-Oi,��®FI3.G8fTB = PROPOSED CONCRETE PAVEMENT =� E a MEEK S = PROPOSED ASPHALT PAVEMENT/RE-GRADING Q PROPOSED PAVEMENT STRIPING, SEE DETAILS, SHEET C-5. A Fi®%® S@i!/%C@ ST) YTR AK EOP A =ORDER WINDOW 0 PROPOSED CROSS WALK STRIPING. SEE DETAIL, SHEET C-5. j I ( A & E Firm 0 West Fulton Street �s OB = PRESENTER WINDOW O PROPOSED ACCESSIBLE STRIPING. SEE DETAIL, SHEET C-5. 50Sanford, FL 32T71 4 E"= = EXISTING PARKING COUNT Q PROPOSED SINGLE YELLOW SOLID LINE / 6" WIDE SPACED AT 4' Ph: 407 322.6841 4" DAK = PROPOSED PARKING COUNT D.C. AT 450 BOUNDED BY SINGLE YELLOW SOLID LINE / 6"WIDE. c��jmry Plans Prepared By: < 3' OAK S1 =RESERVED DRIVE-THRU PARKING SPACE O PROPOSED ACCESSIBLE CURB RAMP PER FDOT INDEX #522-002. ;.r FF CPFI, Inc. _.. AP -ACCESSIBLE PARKING SIGN FTP 25 PROPOSED SERVICE /DELIVERY ••-• `'" 3A TREE State of Florida Licenses: ,. Q RAMP r..., - (DE) = DO NOT ENTER SIGN (R5-1) 11 f 38 Surveyor No. L67143 , Engineer No 3215 '' � Q PROPOSED CONCRETE PAVEMENT. SEE DETAIL, SHEET C-5. --- ; -. , " :` Architect. No. AA26000926 QAK (S) = STOP SIGN (R1-1) 3C p 1C :- 12 PROPOSED CURB AND GUTTER PER FDOT INDEX #520-001. = -' ' �+ 1 -; � ' ,," ' Landscape No. LCo00298 a v(DT) = RESERVED DRIVE-THRU PARKING SIGN STANDARD CURBING SHOWN SHADED. o-(RT) =RIGHT TURN ONLY SIGN (R3-5R) 13HKJ3G RESERVED M AIL 26 t3 PROPOSED BRUSHED CONCRETE SIDEWALK PER FDOT INDEX 1B 1 ttutrr, GN 4 (TYP.) ' R p DRIVE Pg E £C(NIL) = NO LEFT TURN SIGN (R3-2) #522-001 5% MAX. LONGITUDINAL ° ' THR sIG 1 ( INAL SLOPE, 2 k MAX. CROSS W ONUNE �- NA = NOT AN ACCESSIBLE ROUTE SIGN Vt : R 2 SIGN (NA ( ) SLOPE). :". OAK ) "p , �y rs � , 14 PROPOSED 5' X 5 MIN. SIDEWALK LANDING PER FDOT INDEX .. ' ' t ':' >'.: , .......:.> ' . � > �" O� ; u1 ti_ .. E.-.-....ARC 1 <Y IEEE #522-002, 2/o MAX. SLOPE IN ALL DIRECTIONS. i '; n v � ETDRAiI 4" 0 i :. - W FLAG OLE:- , .r 1D .. ,. - . o a FP 15 PROPOSED NOSE DOWN CURBING, SEE DETAIL, SHEET C-5. .. ;;;. ` ;+ ::.:;.: � � ' •. W 0 F .: 0 1 t3 PAVERS : 16 PROPOSED BOLLARD. SEE DETAIL, SHEET C-5. . ::. .: -. PARCEL #1343-232-0001(-4 CONC ,. EDP OMER.:•..S DANK NATIONAL AS p OSED PATIO AREA: CONCRETE PAVERS PER MCDONALD'S & c n ASSET MANACEM AP) 8 T °3::,: , �^ ADDRE5S:489O KINGS wicHw PECIFICATIONS TO MATCH EXISTING BOUNDED BY 6" RIBBON ORB 4038: PG G5( ) CURB 2% MAX. SLOPE IN ANY DIRECTION). Q lu S �_.W..-._...,_t •, 7 5 ? .': S. 48 TREE .y 7" Q18 PROPOSED RELOCATED BIKE RACK. E " A ( GOR y� NOT PLATTED �� S 15 ry a - ^c,.$ 1e1LOFDPENI;': 19 PROPOSED CONDUIT CONNECTION. SEE MENU BOARD AND DRIVE THRU LAY®UT GUIDELINES I\ �I (AP) 7 { 24 14 1 wNDaw.� 0� COD MANUFACTURER'S DETAILS. T' = 20' g I - 1. SIDE BY SIDE DRIVE-THRU STANDARD:1.0 CURB( G DETAILS: w McDONALa} S zo EXISTING UTILITIES TO BE SAVED & PROTECTED. ADJUST 13 •., - 1A DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 17-0". LANES 3C THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25' TO 35° ANGLE 0 a. UNKNO 18.00, 26PARCEL' 313 z3z-OOO1-D1n 7 TOPS TO MATCH FINISH GRADE & TO BE TRAFFIC BEARING ❑ 18 BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ❑ (35°PREFERRED) FROM A CAR POSITIONED AT THE COD AND WITH 1DO%VISIBILITY. TREE 20. +� OWNER! McDONALDS USA U.0 X - WHERE APPLICABLE. ARE TO BE A MIN: OF 10'-0'. AUGER "MCAONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION TIGHT p p : _ ; BEHNAM ARRISHAMI 3D ADDRESS:4878 N KINGS HIGHWAY , . 5" OAK i) Q CONTRACTOR SHALL CONFIRM EXISTING PATIO HAS COMPLIANT 16 THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING AGAINST BACK OF CURB. SEE MANUFACTURERILOCAL SPECIFICATIONS FOR DETAILS. IS 20'-0". Q ?- ' ' ` S". GAK 4 TYP ? - 5 P'�4R8 35?5; PO 2230 ., TREE CA 10' FPL E5M ACCESSIBLE ROUTE (NOT TO EXCEED 2% SLOPE IN ANY DIRECTION) 3E A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON ¢ ¢ Lo REE o a ( �) Sy ORB 3212, PG 2430 TO A MINIMUM OF 5% ACCESSIBLE SEATING WITHIN THE EXISTING 1C PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. ❑ THE DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF ". 0 12 '` NOTPLATTED ❑ •�. 1IIII ?- THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. DOOR � �:\ •.' , I LESS CURVING. THE BETTER). 2 + PATIO AREA. ( ) AUGER'MCDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. CONTAINS 45,462 SO FEET.: ;f> RESS „ , 1 D THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35'95'. THE 3F .� �^ 22 PROPOSED SINGLE WHITE SOLID LINE / 6 WIDE SPACED AT 4 O.C. ❑ LENGTH OF THE ISLAND FROM THE COD ALLOWS FOR THREE CARS IN THE ❑ SEE MANUFACTURERILOCAL SPECIFICATIONS FOR DETAILS. 0. k -: 3 �2i----.I 'y '". ✓... .'• OR I.D4 ACRE MORE OR LESS.. EE 7I'`I- C5 W'�'1 .., �; ` 1 . •. (BLANKET UTLPC EAS299EMENr, E AT 450 BOUNDED BY SINGLE WHITE SOLID LINE / 6" WIDE. SECONDARY LANE, TWO IN THE PRIMARY LANE AND ONE AT THE THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND ®. II :a a, .• ; r._13ORB 738, PC:2993) BG D AND THE CENTER LINE OF THE q." OAK - COMMITMENT POINT. PRIMARY COD MUST BE 15'-0", THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURB ' " sioRYC65 TR z DOT VEHICLE OVERHANG PER PREVIOUSLY APPROVED PLANS FACE OF THE PRIMARY LANE. 1E ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14'-0" MIN. /�/� �;. I ; + 14 rF ELEV•-23.37 CA Of OPENING �.. AN VELOPMENT ORDER. 8 ❑ THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE `/ yp p .`�, +� "' x .,.. - WINDOW 1 F THE RADIUS FOR THE ISLAND TIP SHALL BE T-6". 3H 4 CW " 24 PROPOSE ' X 60' DELIVERY LOCATION. 2. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 PAVEMENT MARKINGS CENTER OF THE PRIMARY COD. �® _ ...0' - TREE 7,: ,, . •:, ;. 'ti' > `' ° `.. /// t8 _ ,:, 5 ;OAK 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. 4. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT POSITIONING FOR SECONDARY LANE: rT 'a--- "I UC UC s '`.. .o d; (PB �.: DOOR / TRANSFORMER ,:.. EE 5. GAK 25 PROPOSED RE ED LIGHT POLE LANE STARTS AT DRIVE-THRU ENTRANCE WHERE "McDONALD'S GATEWAY' SIGN IS LOCATED qq TO POSITION THE SECONDARY COD, DRAW AN ARC WITH A 14' RADIUS THAT IS 1;w I m P8 ELEB 2B DOUBLE -HEADED ARROW PAVEMENT MARKING: STANDARD STRIPING MARKINGS ARE T-0" El CENTERED FROM THE MIDPOINT OF THE ISLAND TIP. THEN OFFSET THE FACE OF y ? (COD) '' 26 PROPOSED RELOCATE RAVER WALKWAY. ❑ THE CURB BY24"TO DETER 5T OAK " G HEIGHT �Q '4 SHAFT, T-D" ARROW STEM AND 3'-0" FOR THE ARROWHEAD, TIP OF ARROWHEAD TO BE MINE THE LOCATION OF CENTER OF FOUNDATION OF .:. TREE ,<... � ..;. 1 . =19.8 S i '� . LOCATED AT CENTER OF EACH LANE. HE SECONDARY COD. SILT IT- 2C MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD SIMULTANEOUSLY qg WHEN THE SECONDARY C0918 LOCATED AT 14'-0" FROM THE TIP OF THE CURBED 'B (TYP.) (DM) 10 DOOR :, 7"4 OAETES ❑MEET. THE MERGE POINT STRIPING IS TO RELOCATED BY OFFSETTING THE INNER PRIMARY ISLAND, THE LOOP DETECTOR IS TO BE Z-0" FORWARD OF THE COD CENTER LINE WITH . `. .>. , - THE LOOP FACING FORWAR LANE BACK OF CURB 9'-0" AND OFFSETTING THE OUTER LANE STRIPING 8'-0•. AT THE D THE DETECTOR LOOP PERPENDICULAR TO THE BE MARKET PERPENDICULAR Y COD WHEN PO INTERSECTION OF THESE OFFSETS, A.6" YELLOW STRIPE IS TO D PERP LAR IBLE. SECONDARY :1 ,. e; 0 5- ti x. TO THE OUTER LANE AS WELL AS THE INNER PRIMARY LANE. THECENTER OF THE SEGO (COD) "� �r3'< qC MIN AND RY MENU BOARD FOUNDATION SHALL BE 5'-9" (5'-0" c� '. , J 2D THE WORDS 'THANK YOU" ARE TO BE PLACED 8" FROM THE EDGE OF THE YELLOW STRIPE TO 6-0 MAX.) FROM C TER OF THE COD FOUNDATION WITH THE END CAP (L U) 8 tdA54NRY,. ` tl`s ❑ THE BOTTOM OF THE WORD "YOU'. OF THE SECONDARY MENU (- �C� ,a.. yTt, ARD NOT BE LESS THAN 12 FROM FACE OF CURB. U) 18.40' 27. f{3 "` :�0', .g ... ______,._...._,,, �c. Z En7 - ''•{_ .-:• ____ ., ,,>. L... AUGER"MCDONALD'S ORDE gb ,, , , , a , : ,:. �+ , .. • , _, „ . . , . ;, t4'TLL. PLhiP... - . THE 8' YELLOW STRIPE IS TO BE PLACED 40'-0" FROM THE CENTER LINE OF THE OPEN 4D R tIERE CANOPY" COD/CANOPY FOUNDATION TIGHT AGAINST Ur LLI ., «,: }' '. .! ,.•,. ... '.,.. ,':-:- PRESENT BACK OF CURB. SEE MANUF 10/15 UNKNOWN cA ; • q. ,. - „x ,.... ,, ;;` ' ' .. E ENT WINDOW AND IS FOR PARKING CARS THAT ARE WAITING FOR ORDERS. AC>TURER/LOCAL SPECIFICATIONS FOR DETAILS. Z -- THE SECONDARY MENU BO • ..5� , , : �t . ,.-.., ,�r y, .., * . ,, ,, .,., :. � , : , , ,.• ..:r MCOQhALD5:51GN A CIRCLE DIRECTIONAL ARROW ABOVE THE 4E BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25° FROM Y YF H WORD DRIVE THRU USED ❑ q.. i .• .,.... , :. ,.., , ❑. INDICATE THE DRIVE THRU ENTRY POINT. T Tt1(= COD AND WITH 100%VISIBIILTV. D-' + R1.50' ,.,,,. p<.� '�.:�� i.' - AVEHICLE POSITIONEDA 0 '.': , ,., ,, ,r ',:, "ANY LANE AN TIME"BOL Q 3. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT POSITIONING FOR PRIMARY LANE. 4F. Y LARD SIGN MUST BE A MIN. OF 1 N FROM FACE OF CURB AT U ',:. rt fe'y•`.,. ,.".,,. _ :. .. _.' ." `. `., -::", 'CgNw... <.. .. ., ..,-,..__-____ THE BEGINNINGO � `=i•' '„ " "'" � - MIN. 60'-0' (+F, 60'-65' LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE CO F THE LANDSCAPE (BLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN } ) E D FACE ANGLE OF 90 FROM THE CURB. N h AND THE CENTER LINE OF THE OPEN ORDER BOOTH WINDOW AS MEASURED ALONG THE A °;, %sc CENTER LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20'-0" INCREMENTS (25' S. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 DETECTOR LOOP: W Z _ _�, -,' F- c 5 , l: ". _ :°`. •„ , • „ T ME U Wf ' : : ` • -Y•--. _•.,.,,,, ,:... FOR BO', 100', AND 120') TO A MAX OF 120'. 100'-0" IS OPTIMAL, gq DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT Q 0 ,O WI " ,� THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE T• 9" (&-0' MIN. AND 6'-0' THE CASH AND PRESENTER BOOTHS. Z N 2 04TIRHANG MODgVALdS•-•/ 3B C) 2¢O n' ti �2 P° .:Sim.. a¢ MAX.) FROM THE CENTER OF THE COD FOUNDATION. $C = ITEMS. NOT PROVIDED OR UNABLE TO MEET DESIGN CRITERIA DUE TO SITE CONTRAINTS. N { `�� mmmm a"( )� c �5`' PARCEL 2 `�' J W of SIDE BY SIDE DRIVE-THRU STANDARD 1.0 L" a McDONASLI 2 d SIDE BY SIDE DRIVE-THRU ° - _- GENERAL NOTES Q 00 OyQ� / / 5` UNKNOWN STANDARD 1.0 FEATURES: N PS E , \` / A I I I 1b I 5 UNKNOWN 1. SIDE BY SIDE DRIVE-THRU STANDARD 1,0 EQUIPMENT: 1.. DRIVE-THRU ELEMENTS: Co' DRIVE-THRU PYLON/CLEARANCE POLE AND BOLLARD TREE N N .. O ° L:1 �. 1� TRfN SIGN SHALL BE CON h- N PO SI37ENT WITH THE STANDARD BUILDING DESIGN DRIVE-THRU r- p_ 2' N k G \ PRE -BROWSE BOARD MUST BE 1a"-24' FROM FACE OF CURB. THE DISTANCE BETWEEN ELEMENTS. OTHER DESIGNS MAY NOT BE USED. SURVEYOR DESCRIPTION "Fa AS 1A THE PRIMARY COD AND PRE -BROWSE BOARD IS TO BE I5'AS MEASURED ALONG THE p SET 5/8'. IR&C �C e " CENTER LINE OF THE LANE. THIS IS MEASURED FROM THE CENTER OF THE - a ®®®q <1 4 Z Wf LBO: 7143 -°f 6`L1�RESS 6 UNKHdWN-_ , .::jKy U K`` PRE•BROWSE BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE 2. CONTRACTOR SHALL COORDINATE WITHAPPLICABLE PLANS, MCDONALD'S AREA :TREE TREE : TREE O UNKNOWN ANGLE CONSTRUCTION MANAGER, CONTENT SUPPLIER AND SIGNAGE SUPPLIER TO DETERMINE EXACT 4D �rn 'TREE : TREE (APPROXIMATELY SO-) THE PRE -BROWSE BOARD SHOULDMAXIMIZE Ue UC UC UC kf -"'"- VISIBILITY TO THE SECOND CAR FROM COD. LOCATION, ORIENTATION, MOUNTING HEIGHTS, AND NUMBER OF BOARDS AND OTHER Designed: C. Pulver f IEEE: UC DRIVE-THRU ELEMENTS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH , � DO UC 3 �"TPftr.55 U _ _____"'_-,--_ I 4' . YPRE PRE- BROWSE BOARD MUST BE MIN. 12" FROM FACE OF CURB. THE DISTANCE BETWEEN 0� ..AREA UNDER : SILT F'E,':CE. 3 3 8 CYPRESS "^-- OTHER TRADES DraWP'I. C. Pulver GGNSTRUcnoN. 4` UNKNOWN : TREE TREESLTFENCE i TREE THE SECONDARY COD AND PRE -BROWSE BOARD IS TO BE 15' AS MEASURED ALONG �---la 3. C ' ONTACT MCDONALDSAREA CONSTRUCTION MANAGER FOR DRIVE-THRU EL Checked. J. Mlnton � w - o a. n.. i :1 ,... , r ,. FACE OF THE CURB. THIS IS MEASURED FROM THE POINT PERPENDICULAR TO THE ELEMENT FOOTING ER WLNI O THE 9 E F E 0 4i: tl CENTER O AND WIRING REQUIREMENTS _E F THE PRE BROWSE BOARD FOUNDATION z .,... , „ NDATION TO THE POINT PERPENDICULARNOT SHOWN. (INFORMATION ALSO AVAILABLE THROUGH VENDOR ` •w < SET 5/8- SET TO THE CENTER OF THE COD F WEBSITES SIGNAGEM "SUNSHINE STATE .PARKWAY 'FOUNDATION. THE ANGLE OF THE MANUFACTURER Job No.: � -.:.:. 8 iR ^w PRE BROWSE BOARD ) F TURERTOPROVIDEFOOTINGANCHORS&TEMPLATESTOGCM2983O.1 .. ...5 &G FEEDER ROAD" (S,R..713) $: � W/LB�y7143 �S7RLN C�Nd ;.. y/Lg$7143 `SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR FROM COD (PREFERRED 35°). PRIOR TO FOUNDATION POURING. -- W LINE FDOT PARCEL NO. 122 o j/ S 44"58'16" E Date: 10/18 ©2020 er ARE SITE DATA 4. SEE DETAIL 21ODMB FOR DETECTOR LOOP INFORMATION; DETAIL 31ODMS FOR LOW VOLTAGE F CONDUIT OIAGRAMAND DETAIL 41ODMB FOR DRIVE THRU POWER DIAGRAM; VENDOR'S OF ORB 3818, PC 2240 N R/W LINE OF lNDRIO ROAD Ec 15.24' QaN; iPo N LINE FDOT PARCEL NO: 122 -FOOT PAi$CEI N 12Z THE PURPOSE OF THIS PROJECT IS TO UPDATE THE SPECIE/CATIONS SHALL GOVERN UPONANYDISCREPANCIES SURVEYOR DESCRIPTION OF flRB 3818, PG 2240 OC S 3818, PG 2240' EXISTING DRIVE-THRU AREA BY REMOVING AND/OR 5. CONTRACTOR TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR, N LINE OF THE S 65 FEET OF RELOCATING THE EXISTING DRIVE-THRU EQUIPMENT, S 00*00'15' W CONTENT SUPPLIER AND THE SIGN SUPPLIER. CONSTRUCTING A SIDE BY SIDE DRIVE-THRU WITH ALL SUPPORTING EQUIPMENT, AND BRING THE SITE INTO ADA 6. CONTRACTOR TO INSTALL PRE -FORMED, PRE -WIRED VEHICLE DETECTOR LOOP. SITE PLAN COMPLIANCE. 7. CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP DETECTOR 1" = 20' SITE ADDRESS: SUPPLIER. 4878N. KING S HIGHWAY II SITE NOTES Y FT. PI ERCE, FLORIDA 34951 MATIC ONLY. 3 OAK4 0' 3AK" " C+ { g B ELEC KT OAK 1 CONTIRACTOR SHALL USE DNG UTILITIES ARE OUE REGARDWN IN WHENPERFORMING ANY RFE ° SS - "- T?s PARCEL I.D. NUMBER: 1313-232-0001-010-7 c ' SITE DEMOLITION. A ". 0 7. OAK " "`�.„AK �. - 2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK SITE TOTAL AREA: 45,46I2 S.F. (1:04 A.C.t) g�O�Jr� :33.41' ��°'� 29.75' . OAMEE ; DEMOLITION KEYNOTE LEGEND AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT '! O r 1 REMOVE EXISTING STRIPING. GROUNDBREAK. EXISTING LAND USE: FAST FOOD WITH DRIVE THRU / 28.04 22538' f KNOWN 6 Q 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH 26.55' 23.gg TIR PROPOSED LAND USE. FAST FOOD WITH DRIVE THRU REMOVE EXISTING CUSTOMER ORDER DISPLAY. PAVEMENT. I^- 4. DIMENSIONS SHOWN .: -. ARE TO THE FACE OF CURB UNLESS SHOWN .EXISTING USE: McDONALD'S RESTAURANT �"' ' '' � " : '• 3 REMOVE EXISTING MENU BOARD. -� Q (BOG)WHICH INDICATES BACK OF CURB. z NOWN 4 REMOVE EXISTING PRE SELL BOARD / GATEWAY BAR. 5. CONTRACTOR TO SEAL AND RE -STRIPE AFFECTED PARKING AREA. PROPOSED USE: McDONALD'S RESTAURANT ' • I - Q I� TRIPING TO BE REPLACED AS EXISTING EXCEPT WHERE NOTED ZONING: � 4 : ` NOWN s -. i'. C EE , 5 REMOVE & RELOCATE EXISTING LIGHT POLE. ?OTHERWISE. SUBJECT SITE: C1 GENERAL COMMERCIAL � � ' = .,;,• Q 6: DJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE • + .• " �. �"�, 6 REM LUSH WITH GRADE. ALL PARTS TO B NORTH. C1 GENERAL COMMERCIAL :..., .: .""� •.. •., .., . + _, � :. - . > .. ro. _ _ :, .,_.. , . REMOVE EXISTING SIDEWALK /PAVERS &CURBING. '.� E TRAFFIC BEARING L AASHTO H-20 LOADING. Q ''t, : �'. ,.':::' .: r., (1.. "'':' .. ymot..:Uj „�' oAl< ( ) EAST. C1 GENERAL COMMERCIAL E O NEATLY SAW -CUT &REMOVE EXISTING CURB AND GUTTER 7. THE CONTRACTOR SHALL COORDINATE WITH ..: "+ " •+' S QR s HALL UTILITY SOUTH. INDRIO ROAD .® 7 AND PAVEMENT AS APPLICABLE. COMPANIES TO DETERMINE EXACT POINT OF SERVICE .i• : ,.' EE `� :8 YPRE"nS CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING WEST: N. KINGS HIGHWAY TREE , Q PROTECT & SAVE EXISTING UTILITY. °� > + • - ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE + a c $ 9 ENTRANCE LOCATIONS SIZES AND CIRCUITING. QPROPOSED AREA CALCULATIONS: k Q REMOVE &RELOCATE EXISTING PAVER WALKWAY. , ,,, ^'., - 1• •,,`*'' � '/. a, ' *.; -: •. a 8 - BUILDING AREA: = o .MODIFY ALL NON -COMPLIANT EXTERIOR DOOR HARDWARE, AS A• 3,420 S:F..7.52 /o O PROPOSED AR (hC) � ., . ETAS OF DEMOLITION. NECESSARY TO COMPLIANT LARGE OFFS IMPERVIOUS AREA: _ ° ._'.:'-. l���:" °" -'4""�.�: �° >'? ''=k-. ` .•-J='*�: ' - ¢ ��p. � ET D-PULL DOOR 26,895 S.F. (59.16 /o) .. HARDWARE. PERVIOUS AREA: = 15,147 S.F. (33.32%) A uNKNOWN 0 .�: ox PROPOSED TREE TO BE SAVED & RELOCATED. RE. TO : 9. ENSURE ACCESSIBILITY STICKERS ARE PLACED ON ALL DRIVE- THRU.. MENU BOARD o-' TREE► o LANDSCAPE PLANS. APPLICABLE DOORS. EXISTING AREA CALCULATIONS: 6. (tic) s° Q y ems` DIMENSION TIES DIMENSION TIES a:g 10.ENSURE SPEECH/HEARING IMPAIRED SIGNAGE IS PROVIDED AT BUILDING AREA: = 3 420 S F 17 52%) 1" - 20' TREE `� a b <NO TREE Ilk X: 8" UNKNO 4 � 2- �/ EA Ski'r7`i'T E € ES V �. .... ..... TREE , �0(4� Te q/ry 17TREE 0- UNK OWN lj- e� UN B 5 'KNO f i` CQ TREE tl COD CASHIER WINDOW- 1 - 20 & PRESENTER WINDOW. IMPERVIOUS AREA: = 26,860 S.F. (59,08%)' 11. TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. PERVIOUS AREA: = 15,182 S.F. (33.40%) CONTRACTOR SHALL ENSURE THE MAXIMUM CONSTRUCTED LEVEL TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM TOTAL: = 45, 462 S.F. (100.00%) ALLOWABLE UNDER THE ADA AFTER SETTLEMENT, EXPANSION, CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM DRAINAGE STATEMENT - SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL THIS SITE WILL CONTINUE TO DISCHARGE TO THE OFFSITE MASTER STORM WATER BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE SYSTEM FOR TREATMENT AND ATTENUATION.. BEVELED WITH A SLOPE. NOT STEEPER THAN 1:2. 12. FILL EXPANSION / CONTROL JOINT WITH EXTERIOR GRADE CONCRETE EXPANSION JOINT CAULKING. FILL ENTIRE LENGTH OF JOINT SUCH THAT ANY CHANGE IN ELEVATION DOES NOT EXCEED 1/4" IN ELEVATION FROM THE ADJACENT CONCRETE SURFACES WHEN CAULKING HAS CURED. FOR JOINTS WITH VOIDS DEEPER THAN 1/2", INSTALL CONTINUOUS FIBERBOARD EXPANSION JOINT FILLER BELOW CAULKING TO SUPPORT CAULKING ABOVE. �- 23;ALL CONCRETE POURS SHALL BE BOUND BY EXPANSION JOINTS WHEN ABUTTING ANOTHER CONCRETE POUR / SLAB OR ASPHALT i PAVEMENT, INCLUDING CURBING.REPLACE PLANT MATERIAL, 4- DRIVE- THRU 24:INCLUDING SOD,OIMPACTED BY CONSTRUCTION ACTIVITIES IN NOTES - AREAS OF DEMOLITION SITE TRIANGLE ACCORDANCE WITH THE LANDSCAPE PLAN. - 1, --- 1" = 30' 1" = 20' 25.CONTRACTOR TO MODIFY IRRIGATION AS NECESSARY TO 1). NO ADDITIONAL SEATS PROPOSED. ACCOMMODATE NEW LANDSCAPE. J:\M29330.1\Civil\DWG\-Current Plan-Set\3-M29330.1-SITE.dwg, 7/28/2020 5:31:26 PM, Pulver, Chris D., _cph - Standard.sth PARKING INFORMATION TOTAL SPACES REQUIRED PARKING REQUIRED: 9.98 SPACES PER 1,000 S.F. 3,420 S.F. 11,000 X 9.98 = 34 SPACES REQUIRED 34 TOTAL SPACES 36 SPACES 2 ACCESSIBLE SPACES EXISTING 38 TOTAL SPACES 30 SPACES 2 ACCESSIBLE SPACES PROVIDED 32* `PARKING REDUCTION REQUESTED EVEE/RWE�®n FOR THIS SHEET NOT VALID FOR E.Ct•y,YIYOCO°'°'IMNCE. CONSTRUCTIOTHOUT COMPLETE SETN FIPLANS. LUCK COt=fi�-,s Sheet NO. McDONALD'S PROJECT CODE: 009-1508 EROSION AND SEDIMENT CONTROL PLAN NOTES I 0h1'1 SITE DESCRIPTION xTh A. SITE LOCATION: LEGEND THE SITE IS LOCATED AT 4878 N. KINGS HIGHWAY, FT. PIERCE, FLORIDA 34951 x�� � I vh. '+�' 9 \ - 0 PROPOSED STD. CURB &GUTTER B. SITE CONDITIONS & ACTIVITIES NARRATIVE: hL DIRECTION OF FLOW THE EXISTING CONDITION OF THE SITE IS DEVELOPED WITH AN EXISTING MCDONALD'S RESTAURANT. i I ryM. M1.. THE SITE WILL REMAIN AT APPROXIMATELY THE SAME GRADE AND HAVE NO MAJOR EFFECT ON -- --- - PROPOSED HIGH POINT H.P, ABUTTING PROPERTIES. -- WETLANDS/BUFFERS R'hLIMITS OF DISTURBANCE I ( I i , •::: ,; F "`� xn�^• � NO WETLANDS OR BUFFERS ARE ASSOCIATED WITH THIS PROJECT. 83'S6'39 pa(�D.. e G, ry•.;S 89 5J3.43 `�:. 0.00 ,... PERMANENT SEEDINGNEGETATION m PLAN INTENT x° I . 1 X, > x �'. i, $ THE INTENT OF THIS PLAN IS TO PREVENT THE RELEASE OF SOILS, TRASH, CHEMICALS, TOXINS AND / 3" UNKNOWN 2,2� ✓ �• na SF- OTHER POLLUTANTS, BY WATER ,.AIR, VEHICLE TRANSPORT OR OTHER MEANS THAT CAN. IMPACT SF- TEMPORARY SILT FENCE TREE 114" STORM WATER QUALITY. THE CONTRACTOR SHALL ENSURE THAT THE BMP'S ARE INSTALLED AND h1 TREE THE EXECUTION OF THE WORK IS PERFORMED TO MEET THE INTENT OF APPLICABLE LAWS, I ® PROPOSED INLET PROTECTION GRAPHIC SCALE REGULATIONS AND THIS PLAN. 1 , ( 90 UNKNOWN TREE G, 0 10 20 40 : GENERAL NOTES I ry a ,T� 31 - ST 4U5, 3 AK 3'I SOIL TYPE: PEPPER & EAU GALLIE SANDS A. AN ENVIRONMENTAL RESOURCE PERMIT, PERMITTED THROUGH SOUTH FLORIDA WATER I j ,x �:. ,� h'T I MANAGEMENT DISTRICT, HAS BEEN OBTAINED FOR THIS PROJECT. MINOR MODIFICATION I I \ n % 1Y1'' 'G '4tS' 1 INCH = 20 FEET 56-00677S-02 ISSUED FOR THESE IMPROVEMENTS BY SWFWMD NOVEMBER 15, 2018. pr i q 4' p, 4� SOIL TYPE: WABASSO SAND \ TREE ,ya°' O MS4 OPERATOR NAME (IF ANY): ryyry 4" Okit{ I/ N x ryry.. THE CONTRACTOR SHALL COORDINATE WITH THE MS4 TO ENSURE THAT ALL SPECIFIC .? -' • SOIL BOUNDARY REQUIREMENTS ARE MET. I ih .3" OAK '�} \ 9^. PROPOSED BARRICADE B. WHERE PRACTICAL, STORMWATER SHALL. BE. CONVEYED BY SWALES. SWALES SHALL BE `' lip 1 CONSTRUCTED AS SHOWN ON PLANS. ryv m° Xa I n x : M.E. MATCH EXISTING PAVEMENT/80TTOM. cy. I '�--- C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MI .. x : �, NIMIZE TURBIDITY OF SURFACE WATERS .- OAK e ':`�`Y'' 'Ln` ,.. > v XX.XX* OF CURB ELEVATION ry LOCATED DOWNSTRE AM OF ANY CONSTRUCTION C 2, 9 x ACTIVITY. WHILE THE VARIOUS MEASURES AK ,mob'.. 'ryh• ^%`", R,y'L 7R �!. REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH ray, XX.XX PROPOSED TOP M CURB ELEV. THE FOLLOWING XX.XX PROPOSED PAVEMENT ELEV. 1 33- ❑ 'y�y „✓ 'L4,' 6b x`L 5 .' K L... I. '. 1. IN GENERAL, EROSION SHALL 8E CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM j ct xh �L TR PB ELEF X.XX PROPOSED TOP OF SIDEWALK ELEV: I \ - LOCATION.. II. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES. SHALL. BE PROTECTED OAK qp XX.XX PROPOSED PAVEMENT ELEV. DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS „G ,� N ., 5 D REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. I - . "Y ma's III. PERIMETER EROSION CONTROL DEVICES SHALL REMAINI PARCEL �1. N PLACE UNTIL FINAL SITE <13'ryh - ` . ' �" NOTE: SEE SHEET C-5 FOR INLET PROTECTION DETAILS. .STABILIZATION S. I v ryryy, ,� ��,.` HA BEEN ESTABLISHED I a ' • a3 ry� iY`� �f I- h• D. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED -, p '. 6 ,rt, M.E. ERODIBLE AREAS EXPOSED ry g _ .y , �, ♦ ,. \:'R+>ry TO WEATHER. GENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED m �. -x9• T,... 1 , x 22.423 , M1 \ - ! ry 4'a,; 2305t x PARCEL.1313-232-0007-000-4 TO MINIMIZE SOIL EROSION AND OFF -SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES x M.E.d c3 • ^ - - M.E. o , ., ;, ., OWNER: US BANK:NT M NA4 MEET LLC (TR) REQUIRED WILL ACTIVE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY I ,�643 •t 1..�. 22.05 M.E. 22.i5t .,: � �.., pp ...- \' \ $C-fIiAS6E ASSET MANAGEMENT <LC= J I , h• J / , -a�o • 9 CONSTRUCTION ACTIVITY. +9 kD�ReSS:4890 KINGS HIGHWAY M.E. -. 16:: 1:.. A .:.,.., :.: I -. ... .......,. . .,... .. .. .. a E. THE CONTRACTOR SHALL FURNISH LA , , +:r: ,,,..... ..@, ...,.., ry \ ppS' 4{}38 pG p585 , INSTALL PER THE SEQUENCE OF CONSTRUCTION, MAINTAIN AND _;... : � , ,.,, -I 1.5. , . _ .:, ' \ SUBSEQUENTLY REMOVE, ALL NECESSARY TEMPORARY BMPS. THE CONTRACTOR WILL FURNISH ;. .....ems :.: :. . . .:_ J e. _ .. x.. <'? I 9 AND INSTALL L. I ,...... , • : _ •. � _.i .. , ..;,,; ® TREE � � '. ALL NECESSARY PERMANENT BMPS. � 0 ' M.E. •:�b :'%: ': ''.' . : " *' ff ?,�, .')',Z \ NOT PLATI EJ _ - F. THE CONTRACTOR SHALL ADJUST, ADD OR MODIFY BMPS AS NECESSARY TO COMPLY WITH THE FF . ry^.. 2,.92 22.10m INTENT OF THE PLAN FOR NO ADDITIONAL COMPENSATION. THE CONTRACTOR SHALL CONSULT .-. I 23.1(1,.. . - .. `... 23.18t : _,....,; x x 4j M.E. ;, .'• 0.7 _ \ GO ry WITH THE CEC PRIOR TO ADJUSTING, ADDING OR MODIFYING BMPS THAT AFFECT THE HYDRAULICS M.E. "L x t"a h 1.67 n. SV. ,I � .. 23.10 :.: .: `Y' Tkry_. 22.07t � Z2.(i ;.... o .. � c0 `. � _ s:: OF THE SITE OR BEFORE ADDING BMPS NOT DETAILED I x \ 0 \ N THE EROSION AND SEDIMENTATION .: CONTROL PLAN. �I�ssaraAl_DP s _ .• .. - V✓Y \' M.E. PARCEL �fl313-232-0009-090-7 pp1I U G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, .. 23.05 i 'OWNER: HNAU LDS USA LLC % �a I. I. .�,. � ... 23.15.. ; : .,. ,. SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. r . ,: .. �''> HOWEVER THE CONTRACTOR IS A..ORESS.4878 N KINGS HIGHWAY , 5 OAK i REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY ,L w :, , _- "' . •::::. ..:.. .:. `� Q TREE TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT , : , .., 4{ .� LOWLAND PARCEL OR RECEIVING WATER. ,.5'. YAK I I .::::::. ORS 35, 5. PG 2230 CO 1` ' .I. Gp \ x r _ L,1 TREE 31 t ..., , .,a / -_ '_, tV •"�` �� �::: '. NOT PLATTED '^" 2 ,., ; H.:EROSION AND SEDIMENT CONTROLMEASURES I ^F'.... ,.,:....:.. 23.35.::.,• .� � :..\� 2 ..,_�. 9 ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR _. ,. IS RESPONSIBLE FOR COMPLYING ::-...G WITH ALL EROSION 1 4r T T :. CONTROL MEASURES CONTAINS 45 462 5 FEE ORES SHOWN ON THE PLANS: THE EROSION .. % ., .. ... .CY , : '�: CONTROL SYSTEM DESCRIBED WITHIN ah eT1 ,r A m r. ♦ 4 .., R'1:04 ACRE MORE OR LESS � I 1' THE CONSTRUCTION DOCUMENTS N• I. : - ,,,.,,.. SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM I 1 M.E. w Y O) € O r (BLANKET ctT3UTY EASEMENT, "AS x. H .- ,. a `I' ...: .. . � :� C EASEME .... .. ACCEPTABLE S I X:__ � .. / 'I3' ° . / TANDARDS FOR THIS PROJECT. ADDITIONAL .., r ,.*. `t t•'S:.. -. \ h EROSION CONTROL MEASURES MAY BE ,!Y., >. cu M.E,: .. I: i_. _. .... . ._ � -- ; �.` � ... :4r8 738 PG.2993 ,: ..... s..ID .. ..... + ). Cb ,.. . % REQUIREDAEP -- . _ DEPENDENT UPON THE STAGE OF CONSTRUCTION 9� .., .... .... _. '� \ � THE SEVERITY OF THE RAINFALL : 233 ,- EVENT AS DEE MED EMED NECESSARY A ES I • _ S RESULT OF ON SITE INSPECTIONS H T .. / L, .. .. ._.!, HE OWNER h ....... . STORY CBS C0: ��p} .. , •S'o............. THEIR REPRESENTATIVES, �. � �. .. ,. � ES OR THE JURISDICTIONAL u) • I �- .. .� m. s., >... .. a-. .... x............... FT ET-EY��3.37 AUTHORITIES. THESE ADDITIONAL (TJ ry.. �.. CY as N .�St ^x, ' •, �; MEASURES IF NEEDED SHALL BE NS 4} ( ) I TALLED AT NO ADDITIONAL COST TO THE OWNER. IT SHOULD y... : : +:; .: ,, x BEN TED THATVHE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BEST CYRR � ryry, !},cy. c � ,.; �,�' ....^•. .• . ;,. r _8° �tAK'�3 \ MANAGEMENT PRACTICES ;MPS) CONTRACTOR SHALL PROVIDEPOLLUTO I h p,, TREE x 2 ,... .80' ( ) I N PREVENTION AND 01QC EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEXES #100 THROUGH #102 �- 3. 23.37m h : 4� .............. 0 /.: NECESSARY FOR EACH .. ry., - ., � H SPECIFIC APPLICATION. IT IS THE CONTRACTORS ULTIMATE RE � x. x a. � .. .................... � 1¢P. PB C RESPONSIBILITY ,. I TREe \E4E 'L 5.+^ 22. _.•._•;,k. ..... M.E. ' I : 6 },, �" .. ,; •.. ............... '*}' ..., TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE t•: 97 +. : 7,;,, ,.,:.• .... .... .. .. 23.35 .:, ,,,. I� ry. �, TOLERANCES ESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL AUTHORITIES. i1 `, .�, •• xj•...:i:• . ::ii•?•i.. 23.37t 'u'• `.. ,,.;,, 6 I :.;; • : , � . ,. � :� ..: .. ............. _. : ..ry, ::,:_ ._-� � X�, 'bh' I SEPARATE PERMIT COVERAGE MUST BE OBTAINED BY THE CONTRACTOR UNDER TH x E DEPARTMENrS GENERIC PERMIT FOR DISCHARGE OF PRODUCED GROUND WATER FROM ANY .n.. v:.:• ..... •::. 'Y TREG I.I. I„. I : ..... ,_.,. ::. .._: .... ..... .. :. :, s'•.. ., ..- % ry O ,: ,,,,_... a' : ..., -,.. '. !9•.... - .. ....... 23.30...... ;'"-'S':. .. n3�p .. \ h N N-CONTAMINATED SITE ACTIVITY PURSUANT TO SUBSECTION 62-821.300(2), F.A.C. i xry 4 '•i, 22.80%' yp q: ;=: ;. �p> x6 M.E. n23.25. � .. � - ......a, .. }:}.. ,... ....LS3 •.' ,. . ,,., x. � .:: ~� , t� :. `� ., STABILIZATION ✓To 65 an A. STABILIZATION MEASURES „ SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITE WHERE b CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED AND WILL REMAIN I I • , y k r`Ij/. � ....as.._.... ••. � ,.. .: ' ' '. '13� •_' _•-_•..... _ , : I n ,..:. , ' `*:,:. ; Y: .: h f "... .� - "�' .UNDISTURBED FOR 7 DAYS n)'`�A , :I ................ :.., � „ ..._.:...� , , ,. _ ,. ,. ,. . _ a ♦ .. OR MORE. STABILIZE BY COVERING WITH ADEQUATE AMOUNTS OF I: .. .. ., ,... .. p� .... , \ OVER SEED AND PERIODICALLY .. : ,> i CALLY AVER TO PROMOTE ............. 'i3 ,. , 6 ... W AND MAINTAIN GROWTH OF THE I ti 3.0 a_ I 10 5 UNKO - .. .'.. . :. �- ,..: - ..,�. .. _:. ... .... ..r TEMPORARYG M: . .. _ '!s .: ROUNDCOVER OR BY -. �" ... : ea. THE USE OF A APPROPRIATE ......... _ '1%' N TE ALTERNATIVE BMP. TREE-.: , .... _ .a -.... J -..n1. g*4.' , B. PERMANENT SOIL EROSION CON TROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY I r.: .. {''-� .. " .. ......... x DISTURBED LAND AREAS SHALL BE CO ❑ k,,,.. .�'•••..•... ,, :.. , , .. '? ezl�- _ -... ._ , . .. _.h?'. h _: MPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS .... ..:.... NOT POSSIBLE TO P - ,..... ,. N a .. ... '4(�=�- ..'�'". 'S'. .. .. .. _ ._.,. PERMANENTLY PROTECTA DISTURBED AREA IMMEDIATELY AFTER GRADING _ SITE OPERATIONS TEMPORARY .. EM ORARY EROSION ._ ..,.. ON CONTROL MEASURES SHALL BEINSTALLE . D ALL TEMPORARY O I` I v I p Y PROTECTION SHALL BE MAINTAINED UNTIL : � I "•?;, �`' I PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. 1 I ey, WITH "BM M.E. , I iI3'. I t i I. i w x I ry t � ~>� ';� t "a xry ES.EV "'.` r '',•k.. , ,,-' h`5 ''� `� 2 C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1V SHALL BE SODDED IMMEDIATELY AFTER UNKNOWN 9 . ,l'u 4 .:-?,.za i) 22.30% ^' L v�Q:: , ... p'S ry? # I: '�' `>` t .3e / x x�..... xry. FINAL GRADE IS ESTABLISHED.. ` 1 TREE M.E � M_E_ M.E. SITE BENCHMARK � � }� y� \ 1 22.812 AO':.� 22.56t 22.323 ✓, ` `Ik yh . ° r ARCEI_ 2 TAP w NAIL DISK s WITH SM" LB #7143 , „.!- 1 p \ I V \, ` ,^Ski 'i<n �J DFx &.g _ . a ryp: _ Nam: ELEV = .2199 (NAVD %5) Pax° x xr xr q , '� x ,21..0 y:'a x '.`l' 5". UNKN P8 :ELEG ,,,•. ' -'" 0 T�'I,?•,,a` , I.'. �§. TREE N. Qv TRW jr FLP, b a \ r RFE ''(• xj TREL`S ,yh 6 URK EOWt� } no x . MEN UC UC _arm UC Uc UC : :S- 3'U YPRESS , is-? .. ._...._ _ _ - _. -. . _:.__. -. _i_ -_ KII, TREE 4.".D�J2EE "22' -'"•_- ;- _22_ _.._ ,''1y, ,,T. ;�_ __ _ - - 4. LINK 22 - 39",CYPRE56 TR£E. ta... .., .._ -. - _ - _ 22 TREc Ina E R/W LINE OF THE s ✓ x M N 059° B9 W -2787.1 i - - - x ,JN%IINE STATE PARKWAY r / ✓ ,^ S 89"59'45" E IfY EDER ROAD" (S.R. 713) & 7E FDOT PARCEL NO, 122 OF ORB 3818, PG 2240 � fW LINE OR INDRIO ROAD STEEL OR 2' X 2" WOOD POST PONDING HEIGHT r, FILTER FABRIC ATTACH 4 Z SECURELY TO UPSTREAM ro f SIDE OF POST RUNOFF UNDISTURBED GROUND >r e X V TRENCH WITH COMPACTED BACKFILL D EL TO THE i. BUTT JOINT OR LAP PER MANUFACTURER DETAILS WEIGHTED WATTLE DETAIL N.T.S. 1-SGP & ECP.dwg, 7/28/2020 5:33:50 PM, Pulver, Chris D., _cph - Standard.stb BACK OF CURB l I T S NCH WITH NATIVE DETBACIL KFILL SPILLWAY /(:42 GRAVEL FILLED SANDBAGS ARE STACKED TIGHTLY NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP. OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. TAPER TO ONE SANDBAG TO PROVIDE A SPILLWAY FC R OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT AND GRAVEL MUST BE REMOVED FROM. THE TRAVELED WAY IMMEDIATELY. CURB LINE PROTECTION DETAIL N.T.S. 9" MAX. (RECOMM STORAGE (ST): x xry y� " UNKNO " 'JNKN69A�. : TREE NAMEE 9 UC ` --x k 48 S 44'58'16" E 15, 24' L ppRT/FENC IRAX. E F O III I ELEVATION 9' MAX. (RECOMMENDED) STORAGE HT. FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST SANDBAGS 4111 P +nti„i,y^ RUNOFF ALTERNATE DETAIL A ALTERNATE DETAIL B TRENCH WITH GRAVEL FOR TREE DRIP LINE OR SIDEWALKS NOTES: 4. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, SEDIMENTATION / SILT FENCE N.T.S. STEEL OR 2' X 2' WOOD POST FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT DUST CONTROL A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE. SITE UNDER CONSTRUCTION. B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET. WASTE MANAGEMENT A. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED DAILY SUCH THAT THEY WILL NOT IMPACT STORMWATER OR LEAVE THE PERMITTED AREA, AND DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS, OILS, FUELS, HAZARDOUS WASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE IS NOT DISCHARGED FROM THE SITE, AND DOES NOT IMPACT STORMWATER OR GROUNDWATER... C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIES TO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE, AND DO NOT IMPACT STORMWATER OR GROUNDWATER. (E.G. CONCRETE/MASONRY WASHOUT, PAINT WASHOUT, EIFS, ETC.) THE CONTRAC TOR SHALL CLEAN UP SPILLS PROMPTLY AND ENSURE THAT WASHOUT AREAS ARE PROPERLY MAINTAINED TO PROVIDE ADEQUATE VOLUME TO PREVENT OVERFLOW. D. THE CONTRACTOR SHALL PROVIDE ADEQUATE Q E SANITARY FACILITIES FOR SITE PERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION, AND PROVIDE FOR PROPER DISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. SANITARY FACILITIES SHALL BE PROPERLY SECURED TO PREVENT TIPPING. E. WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE, THE CONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS, THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR SHALL RETAIN CLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS. MATERIALS MANAGEMENT, AND EQUIPMENT STAGING AND MAINTENANCE A EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES.. B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE. C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC / HAZARDOUS SUBSTANCES AND CHEMICALS ARE PROPERLY STORED, OUT OF THE WEATHER, AND USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS ARE STORED AND USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPECIES. D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS, WASTE, TRAILERS, AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THE PROJECT LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THE STORAGE AND USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER OR GROUNDWATER.. OF FSITEVEHICLETRACKING A. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALL VEHICLES AND EQUIPMENT ENTERING OR LEAVING THE JOBSITE. THE CONTRACTOR SHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE TH AT NO SOILS ARE TRACKED OFFSITE BY TIRES O E R TRACKS AND THAT NO SOILS ARE SPILLED BY 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 SHALL NOT It USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER AND SOILS ARE RECOVERED BY THE USE OF A VACUUM TRUCK OR SIMILAR DEVICE, FE TILIZERS HERBICI S A D PESTICIDES A. THE CONTRACTOR 9HALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES AND SIMILAR PRODUCTS ARE PR(*ERLY STORED, OUT OF THE WEATHER, AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S FiE(;OMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPE@IES. B. NUTRIENTS SHALL ®E .APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAIN VEGETATION. INSPECTIONS AND MAIN}ENANCE A. THE CONTRACTOR H'�SPECT BMPS (I.E. DISCHARGE LOCATIONS, CONSTRUCTION EXIT, PERIMETER CONTROLS, INLET PROTECTION; STABILIZATION, EROSION CONTROL, DOCUMENTATION, WASTE DISPOSAL AREAS, MATERIAL STORAGE AREAS, ETC.) TO DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS BMPS, CONFIRM BMPS ARE ACHIEVING COMPLIANCE, AND MAINTAIN BMPS AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS, AND WITHIN 24 HOURS AFTER A RAINSTORM OF 0.50INCHES OR GREATER. B. ANY MAINTENANCE, REPAIR AND NECESSARY REVISIONS TO SNIP ITEMS SHALL BE ADDRESSED IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTIONOR IDENTIFICATION OF THE ISSUE. UNLESS OTHERWISE SPECIFIED AC CUMULATED CUMULATED SEDIMENTS SHOULD BE REMOVED BEFOR E THEY REACH ONE-HALF OF THE CAPACITY OF THE CONTROL N ROL DEVICE. REFERENCES THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR JOB #M29330.1 AS PREPARED BY CPH, INC. ON AUGUST 24, 2018 ARE HEREBY REFERENCED AND MADE A PART OF THIS PLAN. 1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL INSTALL EROSION. AND SEDIMENTATION CONTROL MEASURES SHOWN ON THE PLANS. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL PERIODICALLY CHECK THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING ORDER. THE CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHER SITE APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED IN THE PLANS. 2. THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, GRASSING, MULCHING AND SODDING) AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING OF THE SITE. 3. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION OF POTENTIAL EROSION AREAS, THE CONTRACTOR SHALL REMOVE SEDIMENTATION CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. ANY SILTATION. IN THE STORMWATER SYSTEM SHALL BE COMPLETELY FLUSHED PRIOR TO CERTIFICATION OF COMPLETION. 4. ALL WORK PERFORMED WITHIN ANY ADJACENT ROAD REQUIRES A SEPARATE PERMIT ISSUED BY THE ST. LUCIE COUNTY OR CITY OF PORT ST. LUCIE PUBLIC WORKS DEPARTMENTS. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 120285-0070J, REVISED DATE FEBRUARY 16, 2012, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 0.2 ANNUAL CHANCE FLOODPLAIN (NAVD'88), THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. 6. CONTRACTOR SHALL FIELD VERIFY EXISTING AND SURROUNDING DEVELOPMENT GRADES AND CONTACT ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE FLOW AWAY FROM BLDG. AND THATA MINIMUM SLOPE OF AT LEAST 1 % IN THE DIRECTION OF DRAINAGE FLOW INDICATED CAN BE ACHIEVED. 8. CONTRACTOR SHALL CLEAN OUT ALL STORM STRUCTURES AND PIPES PRIOR TO PROJECT CLOSE OUT. - NOTE: CONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/OR GRADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS ARE ENCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE DAMAGE OF THE EXISTING ROOT SYSTEMS. SEQUENCE OF CONSTRUCTION THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION AS DESCRIBED BELOW. IF THE CONTRACTOR FINDS THAT THE SEQUENCE NEEDS TO BE MODIFIED, THE CONTRACTOR SHALL CONTACT THE CEC FOR FURTHER DIRECTION. THE CONTRACTOR SHALL DISTURB ONLY THOSE AREAS NECESSARY TO INSTALL THE BMPS UNTIL DIRECTED IN THE SEQUENCE TO BEGIN CLEARING AND GRUBBING OPERATIONS. ALL TEMPORARY BMPS SHALL BE REPAIRED AND MAINTAINED UNTIL STABILIZATION HAS OCCURRED AND THERE IS NO RISK OF DISCHARGE, THEN THEY SHALL BE REMOVED. ,. INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAM OF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT. 2. INSTALL STABILIZED CONSTRUCTION EXIT. 3. INSTALL REMAINING PERIMETER CONTROLS. 4. INSTALL TEMPORARY PARKING AND STORAGE AREAS (TRAILER, PARKING, LAY DOWN, SANITARY FACILITIES, WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC). 5. CONSTRUCT AND STABILIZE THE SEDIMENT BASINS AND SEDIMENT TRAPS WITH APPROPRIATE OUTFALL STRUCTURES 6. CONSTRUCT AND STABILIZE HYDRAULIC CONTROLS (DITCHES, SWALES, DIKES, CHECK DAMS, ETC.). 7. BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS AS .APPLICABLE. 8. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 9. TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 10. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 11. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. 12. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 13. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 14. PREPARE SITE FOR PAVING. 15. PAVE SITE. 16. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 17. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION OVERALL AREAS. 18. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). TOTAL SITE AREA 1.04 AC. ON -SITE DISTURBED AREA 0.71 AC. I TOTAL DISTURBED AREA 0.71 AC. REVIEWED FONT .,ODE COMPLIAN ST® LUCIE COU" McDONALD'S PROJECT CODE: 009-1508 Am Fivali A Full Service A & E Firm 500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 Plans Prepared By: CPH, Inc. State of Florida Licenses: Engineer No. 3215 Surveyor No. L87143 Architect. No. AA26Q00926 Landscape No. LCO40298 ,,`o`er;• `Oo IL 2 Q i Z N UJ LU o �Qp*fa- ,J� Y O M N N I Q I NEB N t` T Designed: C. Pulver Drawn: C. Pulver Checked: J. Minton Job No.: M29330.1 Date: 10/18 1 © 2020 y r' �I ♦ �: L 1 I= i THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.. J:W129330. 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 = T/8 (IN) - STRIPING (DASHED LINE DOES NOT PRINT) 16" LONG SMOOTH DOWEL @.18" O.C. 16" LONG SMOOTH DOWEL @ 18" O.C. 6. POURED JOINT DOWEL SLEEVE : (CLOSED END) VERTICAL SAW -CUT POURED JOINT SEALING COMPOUND TO FIT DOWEL T-0" X-0" I 6'-8" 3/16" MIN. T = PAVEMENT 3'-6" 2,5• ARROW T = PAVEMENT r SEALING COMPOU D THICKNESS AND BE HEIGHT 'THICKNESS SECURED A B C Standard Duty 2" 6" 12" Heavy Duty Conamth Section C D Loadin /Dumpster 1T 6". _ Drive-thru 12' 6" - WWW_cpncvrp.co t- •'. •,'_"-� SP-9.5(Fine Mix) 000 PSI conc. 2'-10" 1- paving (min.) FU11 Se%vsCe 3,_2. F - -, i w/ wire mesh ° ° . <_ - -d-- THANK1 1/4"MIN. A •. P OPOSFF Ir"AVE T . r' .. , .•.....CLEARANCEAL A] a a Xa - X - X o A �r EF/i//i R - 0 ,.., .. _. •-_ .... Llmerock Base LBR 100 - -. - 500 Wast Fukon Street 6-6 _ " ( ) " m 5 3/4 DOWEL TO BE or Crushed Concrete :. -11 � -I� I-f1 f jj � I I -f1= I Sanford, FL 32771 DRI5-3i4 SAWCUT TOP 1/8" NO III- f.J1=MF"1HF.T1-T--il - - O Ph: 407.322.6841' PH 1 TOP1/8"NO LUBRICATED - - - - =ii iTi_iTi_-rn -iii -i -in- _JJ_ SEALING COMPOUND SEALING COMPOUND - - 2'-10' 3/16"MIN. -I� I ! I I --� I1-1I-III O Compacted su rade to a min. 40 LBR compact to a min. density P y: VE HEAD ITI-� I I I 1 �1�1-1Z[ Tl( I I I_jT1-Jll ll P b9 P fy Plans Prepared e ' NOTE:. REDWOOD EXPANSION -���-���i��i--il�-���-lip-lii �ii-�ii iii of 98% of the modified proctor max. dry density(AASHTO T-180) - CPH, Inc. 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT JOINT FILLER HORIZONTALLY BY USE OF A MECHANICAL RIG. Compacted subgrade to a min..40 LBR compact to a min. density State of Florida Licenses: Y-10•THRU 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL NOTE: of 98% of the modified proctor max. dry density (AASHTO T-180) Engineer No. 3215 BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, Surveyor No. LB7143 PAC PIECE ARROW 4Architect. No. AA26000926 '�" - - TRANSVERSE EXPANSION JOINT ASPHALT PAVING SECTION CONCRETE PAVING SECTION Landscape No.LC000298 s'-D" r-1o" tea. BUTT JOINT 3-0" N.T.S. N.T.S. v--DRIVE DOWEL DIAMETER = T/8 j -- 1'-0 �L CIRCLE IS POSITIONED 16".LON SMOOTH DOWEL @ 18) O.C. VERTICAL SAW -CUT li ® ti♦!O7! triJt HORIZONTALLY _ 3l16"MIN. POURED JOINT - ♦♦t ,CENTERf J� HORIZONTALLY ABOVE TYPE r-PAVEMENT FENCE PANEL PLAN VIEW POST PLAN VIEW PC ARROW IS POSITIONED 2'-10" DOWEL SLEEVE THICKNES SEALING COMPOUND .* 0 VERTICALLY AND ERTICAL SAW -CUT POURED JOINT (CLOSED END) • • r *• REVERSIBLE CURVED HORIZONTALLY INSIDEfill : 3/16" MIN. S ALING COMPOU D PI AT=PAVEMENT TOFIT DOWEL - SHAFT - - THICKNESS DBE OF CIRCLE6. FIRST POUR (SECOND POUR) yi T_g" 1,-0.. ARROW ART KNOCKS NOTE: Imo- OUT SO THAT ARROW IS TYPE IS POSITIONED VERTICALLY N ALL TRAFFIC FLOW THE COLOR OF THE BASE OF TYPE ALIGNS WITH F 1-1/4" MIN. '., _ PAVEMENT L O 0: W*~ �o Z O' t ♦ Ir Q ♦ J P � i - 4V � z r J r 1 t rr 1t sg HORIZONTAL EDGE OF PAT - ARROWS TO BE SOLID H STRIPING C SEALING COMPOUND N ' LEARANCE!, z WHITE REFLECTIVE DRIVE-THRU AND ARROW (DASHED LINE DOES NOT PRINT) � � SECTION FENCE PANEL. TRAFFIC PAINT PER T-D" • N °I% 3/a" DIMENSIONS SHOWN. VIEW PROFILE VIEW POST PROFILE VIEW LETTERS AND CIRCLE PAINT TO YELLOW PAINT STRIPING AGAINST- TOP 1/8 N CONTRACTION JOINT MATCH PANTONE PMS 123 YELLOW. THE OUTER EDGE OF THE ENTIRE SEALING COMPOUND DO EL TO BE LUBRICATED - WAUSAU TILE ALUMINUM FENCE PANEL McDONALD'3 PATTERN 1 PIECE TYPE ALIGNS CENTERED DRIVE-THRU PATH Size: 55" x 1"x 32" high END OF PATH "THANK YOU" Greenstreak Paving Cap Seal Weight:45 Lbs. CURVED ARROW PS AND "DRIVE-THRU" NO NOTE: Profiile#610-See specifications Material: Powder coated aluminum SHAFT ARROW 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. for additional information. Powder Coating Colors: TYPE IS POSITIONED HORIZONTALLY Silk Gray - RAL7044; Beige Gray - RAL7006; Bronze; Black CENTERED WITHIN THE 10' PATH. CONSTRUCTION JOINT PAINT TO MATCH PANTONE PMS 123 CONCRETE JOINT DETAILS TYPIC AL YELLOW. EXPANSION JOINT _ _ _ ALUMINUM RAILING DETAIL 3'-0" 3 N.T.S. N.T.S. N.T.S. 6" R 31,211 7 3'-2' - 7$" - NOT AN 3000 PSI JTS @ 10'.0" O.C. BROOM Expansion jolts 5:ti 8'-0' FINISH EXPOSED SURFACE w/sealant W 3T 23 ACCESSIBLE m Concrete walkw n... CURB TYPE AS BpECIFIED 6k8-W1.4:W W.W.F. _ 74m ROUTE CONCRETE PAVEMENT SLOPE DN. V 8-0" �(+- b Expansion joint x - x. - o2S W/sealant DOUBLE ARROW7 SPECIAL USE DOUBLE Z TO BE USED ON ALL SINGLE ARROW Q" ° ° _ ° ° - _ : WJ POINTS OF ENTRY THAT TO BE USED ON ANY DESIGN A T 6'-0- 1 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD n . ° Comp. granular fill LEADS A CAR TOWARDS B. GATEWAY. ONLY DESIGNS THAT DO ° NOT HAVE A SINGLE ENTRYTHAT . 2. SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING p 0 O GRADE) WHITE BACKGROUND WITH BLACK OPAQUE foundation } THE TIP OF THE ISLAND. 3" 1'•@ see specifications BuildingC.) LEADS A CAR F THE AT OFTHE LEGEND & BORDER. DECISION POINT OF THE TIPOF THE ��. ISLAND. ONLY ONE OF WR 1.-0• I 3. INSTALLATION HEIGHT OF SIGN SHALL HAVE A NOTE: SEE PAVING SECTION DETAILS Z STANDARD TEMPLATES HAE THIS r - MINIMUM OF T-0" CLEARANCE TO FINISH GRADE. FOR MATERIAL SPECIFICATIONS. =) C DESIGN. PAINT TO MATCH PANTONE SYMBOL AS SPECIFIED Ceof parking space O O .N PMS 123 YELLOW. BY LOCAL CODES U > W TYPICAL PAVEMENT MARKINGS ACCESSIBLE SYMBOL NOT AN ACCESSIBLE ROUTE SIGNS TYPICAL WALK SECTION ,. N.T,9. N.T.S.. N.T.S. N.T.S. 00 FINISH -. - - CD SECURE RECTANGULAR BAR TO OR 2"X4" VERTICAL SUPPORT EACH. GV GRADE UNDER SURROUNDING SURFACE. REMOVAL) 3000 PSI JTS 10'A' O.C. BROOM Expansion joint CORNER pNSTALL TO ALLOW GRA FINISH EXPOSED SURFACE sealant Q. a a �!..� Z 2'X4" PT BOX ALL SIDES -- - - - -- r• • 1. REMOVE TRAPPED SEDIMENT WHEN _ concrete walk1.4 BRIGHTLY COLORED EXPANSION - - - - CONCRETE TO BE RAISED FOR. CURB TYPE AS SPECIFIED 6x6•LO DIN. W.W.F. - De 1 ried: . Pulver, SLOPE DN. s RESTRAINT CAN NO LONGER BE SEEN- WIRE FILTER FABRIC �- X 4' BRACE CENTER PROPER WATER RUN OFF 4 RUN UNDER - I i- WOVEN .. " �� • 2. GEOTEXTILE SHALL BE A -_. DraWn C.: PUIVeT. , 2' X 4 TAP CON 16 O. ° , 2 X2 X3/4 N x x RUBBER POLYPROPYLENE FABRIC THAT MEETS OR ANDINSIDE FRAME AND 3/16' X 2Sf4' (TYPICAL ALL ' 6" DIAMETER STEEL PIPE FILLED w/ R5-1 ONLY 0 " - �� ASPHALT PAVEMENT „ BLOCK P EXCEEDS REQUIREMENTS IN THE STARE IT TO SAME) SIDES) Ii CONIC. PAINTED TO MATCH BUILDING 30". X 30" Checked: J. Minton' �) SPECIFICATIONS TABLE. GRATE - COLOR AND EMBEDDED IN CONIC. STANDARD RED AND WHITE SIGN R3-5L R3-5R ` , °' • '° Job NO.. M2933O.1 3. PLACE AN OIL ADSORBENT PAD OR a 3' BASE 0 30" X 36' 30" X 36". 1/4" BRIGHTLY < PILLOW OVER INLET GRATE WHEN OIL TOP OF CURB. TRANS. -u1. '.Date; 0/1$ C 2020 ROPE DNYSIO BITUMINOUS JOINT AROUND DO NOT ENTER SIGN LEFT TURN ONLY RIGHT TURN ONLY Comp. granular fill ROPE EXPANSION SPILLS AREA CONCERN. - UNDER GRATE & n PIPE RUN FILTER FABRIC 4. INSPECT PER REGULATORY • 4 LIMEROOK BASE Sea speciFlcatlons Building RESTRAINT REQUIREMENTS. TOP OF SLAB OR ASPHALT N.T.S. N.T.S. N.T.S. foundaon -n- OVER STRUCTURE 5. THE WIDTH, 'W", OF THE FILTER SACK PAVEMENT SHALL MATCH THE INSIDE WIDTH OF THE NOTE: SEE PAVING SECTION DETAILS GRATED INLET BOX. PAINTED TRAFFIC YELLOW 3,000 PSI CONCRETE MP C E S FOR MATERIAL SPECIFICATIONS. 4 6. THE DEPTH, "D", OF THE FILTER SACK NOTES- 6. NOTE: BOLLARDS REQ'D AT BLDG. c I SHALL BE BETWEEN 18 INCHES AND 36 L FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL. ELEVATION VIEW in 4 CORNERS. E TS, WATER INCHES. 2. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADE METER, GASS METER, SP SPRINKLER r 7.THE LENGTH,"L", OF THE FILTER SACK .NOSE DOWN CURB DETAIL.... RISER, SHOWN TRANSFORMER& 'o IN SHALL MATCH THE INSIDE LENGTH OF THE INLET PROTECTION DETAI� ALL UTILITIES AT LOCATIONS q GRATED INLET BOX. N.78 N.T,S. SHOWN ON THESE DRAWINGS ° TYPICAL WALK SECTION 8• EXTRA CARE SHALL BE TAKEN TO REGULAR MAINTENANCE OF FILTERNSURE INTERIOR &EXTERIOR. N.T.S. p-0. R1-1 d SACKS USED IN RIGHT OF WAY TO - _ 30" X 30". R3-2 R3-1 8'-11" ►' A - ENSURE ADEQUATE DRAINAGE CAPACITY. SECTION VIEW .. 24" X 24" 24" X 24" PROFILE VIEW OF - BOLLARD DETAIL STOP SIGN NO LEFT TURN NO RIGHT TURN INSTALLED FILTER SACK INLET GRATE - - _ 3, U) a N.T.S.. N.T.S. N.T.S. N.T.S. 79 J LOOPS SIZED FOR 2"XI/4" RECTANGULAR O 12 oe 0 0 BAR. LIFT FILTER BAG FROM INLET USING - • I�" O RECTANGULAR BAR FOR HANDLES. - .f CURB INLET �. I I I 1j 1 16. w Q OVERFLOW HOLES - " _ _ - yI If- i v v 2 = L`LI LL NOTE: _� -_� 9 J GEOTEXTILE BAG I p I p( STRIPING TO BE SOLID WHITE. G CD N 6 y m i- IX 1/4" BRIGHTLY COLORED NYLON yl I'~ GUTTER BUDDY ham- (P CD CD PARKING BY MOUNT = W ROPE EXPANSION RESTRAINT FLOW r: -i 2 DISABLED SIGN 13'-0" LU (n d LOOPS SIZED FOR 1" REBAR. USE REBAR-=---__-- Q �... PERMIT HERE Z FOR A HANDLE TO EMPTY FILTER SACK - ONLY LJ.J Z AT A SEDIMENT COLLECTION LOCATION. a ,. CURB INLET PROTECTION DETAIL CROSS WALK STRIPING DETAIL 9'-0" /^ - REQUIRES ADDITIONAL MAINTENANCE _ Y N.T.S. N.T.S. 4 1_1/2• DIA. GALV. PIPE $• �(j( 008 4) (2 UCHANNEL POS v Y CAUTION: BAGGED INLET PROTECTION (2 LBS./FT.) LL THIGH, 6" DIA. TO ENSURE THAT THE BMP FUNCTIONS - BOLLARD IN TRAFFIC 4 ? PROPERLY AND DOES NOT CAUSE SLOPE TO DRAIN AREAS r, SIGNS USED AS PER FLORIDA STATUTES FLOODING. `�. -ems' SLOPE TOP - r 6" DIA. GROUT FILLED I OF CONCRETE FTP 20-06 & FTP 22-06 PER FS 316.1955 OR FS 316.1957 LOW TO MODERATE FLOW GEOTEXTILE FABRIC 4&; WHITE PIPE BOLLARD (PAINT GROUND SURFACE a N PIPE & EXPOSED CONC. 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2 TOP PORTION OF SIGN SHAL C SPEdIFICATION TABLE RTIES TEST METHOD UNITS. poi ISOMIE.FRIC W �1 GEOTEXTILE BAG INLET PROTEC' ON DETAIL N.T.S. J:\M29330.1\Civil\DWG\-Current_Plan_Set\5-M29330.1-GEN DET.dwg, 1/28/2020 6:11:27 PM, Pulver, Chris D., cph - Standard.stb a YELLOW PMS 123C) L NAVE REFLE TORIZED 4" WIDE WHITE STRIPES @45", BLUE " (ENGINEERING GRADE) BLUE BACKGROUND WITH a' ON CENTER _ WHITE REFLECTORIZED LEGEND & BORDER. PC CONCRETE a PI a 4 IN -GROUND MOVEABLE 3, BOTTOM PORTION OF SIGN SHALL HAVE A _ SIGN SIGN REFLECTORIZED (ENGINEERING GRADE) WHITE III 3"N REVIEWED FOR -Lj6 RE - PULL FORWARD SIGNS ARE ONLY TO BE ORDERED THROUGH BACKGROUND WITH BLACK OPAQUE LEGEND KCCESSIBLE PARKING SIGNS I BORDER i& " . • , CO®E. COMPLIANCE - &OLLARDS PER REQUIREMENTS McDONALD'S APPROVED SIGNAGE VENDORS. 4. FINE NOTIFICATION SIGN SHALL HAVE A 1'-6" 9Y! BLUE RECOMMENDATION IS TO USE PERMANENT IN -GROUND BASE AS REFLECTORIZED (ENGINEERING GRADE) WHITE -NOTE , LUCIE COUNT �A FIRST CHOICE WHENEVER POSSIBLE. THE BASE OF THE SIGN HAS BACKGROUND WITH BLACK OPAQUE LEGEND & ALL SIGNS SHALL COMPLY WITH U.S. • .' ST THIS SHEET NOT VALID FOR 4' TO BE POSITIONED FREE AND CLEAR OF ANY ACCESSIBLE RAMPS BORDER DEPARTMENT OF TRANSPORTATION, FEDERAL BOCG,' CONSTRUCTION WITHOUT WHITE AND NOT CREATE ABARRIER IN ALLOWING PROPER ADA 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. HIGHWAY ADMINISTRATION'S "MANUAL ON COMPLETE SET OF PLANS. SEE ACCESSIBLE SYMBOL R;( CLEARANCES FOR CUSTOMER ACCESS TO THE BUILDING. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE UNIFORM TRAFFIC CONTROL DEVICES", LOCAL RIGID DRIVE-THRU CANOPY W/ CUSTOMER 14 DETAIL(TYPICAL) COORDINATE ALL REQUIRED IN -GROUND INSTALLATION WORK WITH A MINIMUM OF T-0" CLEARANCE TO FINISH GRADE CODE N ACCORDANCE SPECIFIED. MOUNT SIGNS R'S ORDER DISPLAY COD QUALIFIED GC. STANDARD INSTALLATION DETAILS WILL BE 7• CONTRACTOR TO CONFIRM FINE AMOUNT WIT H INSTRUCTIONS-� ) 9FT. CLEARANCE - Sheet No. . PROVIDED BY SIGNAGE VENDORS FOR REFERENCE. AGENCY. N.T.S. lmmlbARM ACCESSIBLE PARKING DETAIL DRIVE-THRU PARKING SIGN ACCESSIBLE PARKING SIGN STANDARD SIGN BASE MCDONALD'S PROJECT N.T.S. - N.T.S. N.T.S. CODE: 009-1508 UMN a �. S 89-56"39" E (D) zz, GRAPHIC SCALEi! No j S 89053"1 E 60.00' 0 10 20 40 1I}�♦ > . OAK / b` UNKNOWN I f I I 1 =`I HIM EXISTING SHRUBS � " EXISTING 1O' BUFFER (1TREE/30 L.F.) ``•, REQUIRED: 60' -29.25 = 30.7/30 = 1 1 INCH = 20 FEET ° 1 f0EEo"� PROVIDED: 2 TREES EXISTING j ♦♦ ro, AK E ♦ rc:.:: jal iC TREE ♦ 4' oA C {1 ,AK SOD ', 4,0 I; r PROTECTION Tarr-'. I r iEl (TYP.) O I 4s LIMITS OF DISTURBANCE a� '� ry`�/ CA: 0 CONTRACTOR TO FILL/REPLACE pil ` s IF r TR CONTRACTOR TO FILL/REPLACE DISTURBED DISTURBED AREAS a Q AREAS WITH LANDSCAPE MATERIAL TO MATCH J PARCEL *7343-232--0001-000-4 WITH LANDSCAPE al 1 qAK ' AK EXISTING CONDITIONS. OWNER: Us BANK NANONAL ASSOCIATION (TR) -, : ♦♦ 9 C-01 ASSET MANAGEMENT LLC MATERIAL TO MATCH 1 1 { PROPOSED PAVER WALKWAY - REFER p 1 OAK AooREss:469n KINGS HIGHWAY EXISTING CONDITIOfNS.) I,MLi EXISTING ING LIGHT K TO CIVIL PLANS AND DETAILS �. ll "� ♦ ORB aos6 PG oyes 1 jj II PE FLFc L7 ' ( GoSv j 1 ` REMOVE EXISTING HEDGE MATERIAL II [ SODNWV oAK TO PROVIDE 2' CLEARANCE BETWEENMAE N C° 1 REE AE '� Q, ' aE¢ I WALKWAY AND THE HEDGE, RE -PLANT #1002 10 PALM - - LIMITS OF 1 '� ,, 4 TREE SPACE WIT SOD. REsS E I , DISTURBANCE _ -- ARCEL gz313 23x ooaz ono 4 1, EE a p 4 } C I ' ( S, a� o OWNER; BANK E-T MA AL ASSOCIATION TR 4 pAK 1 5 1m PROPERTY BOUNDARY ADDRESS:4690 KINGS HIGHWAY 1 amn aes / Go i ro. , � � ej° � ^ n ASszT MANAGEM: NT LLC .. nnrwzasa / % ♦� 1 4fm LMfSOD: `cN."' i _ RELOCATED PALM #1002 ORB 4036.PG 0565 •\r. ' ; I J _ .,. _ --_ - o _ �, HOT PLATTED �'�0 �O / #1003,10" PALM > _ r lit EAl 8 I 0 of G OC w cn I { ZP Cep fee Q 1 ♦♦ -~ , ( 'I : 6" UNK�7 ' PARCEL f3�3-23A2L00011-010-7 ., 0 .� ' 1p f/95' !dKNGYdN f �.. - \y..w TREE : I ..;.: CWNM MdDCNALDS USA LLC:Y' ° . , - , - SERNAif ABRiSHAMI .... ,.. ,. AOORESS.4B78 N KINGS HIGHWAY - 5 OAK !} _ !"'I Lc. ! , , I 1 i , ----_- i •.`' ` TREE !:I• / RELOCATED. PALM #1003: _. 5' OAK { ORB 3515, PG 2230 CO ♦ I _ <i B N. ' 1 W TTdEA 0 NOT. PLATTED VPRESS �;- CONTAINS 45,462 SO FEET .� .- � :... Q 1 ZP 0R 1A4 ACRE MORE OR LESS ' TAFE = I ♦♦ I =.. p a+ :. : a ;: BLANKET: unuTY EASEMENT, / , 4 � :, ,e xcab.ST �..■. ;' '.: 6 ;,;.. {,. ORB 7.36,.P6 2993} Go'., { ? Pi 11; Z , :. '�.. , , 1 STORY CBS - GO , _ i F. a �- EXISTING 10 BUFFER 1TREE/30 L.F. t/a os: � m , I � - _,, �x3,37 5 / ♦ ;� � ( ) � , _ 6 _,...: :ro ::.._ ,� REQUIRED. 367.3 8.6 42 316.70/30 10:5 / l ♦ ? I z 4" CYPR S ROOT BARRIER 1X / ` TREE GJ 5" OAK ?, PROVIDED: 15 TREES EXISTING *, _ W_ 5" - 7 /. , EE •.. I V { 3 IX 5TREE. .pg,I=LEC i { ,j HESS Z roitl 1 ZP ,/ `CS'T Nns'Af a" EE ss 'ra:t ^'t,"EE 55 `♦ 17' , 291. 58 5 - P ' * '., E ,E t`--.�--�-�--�--�--.ems.--®-- - CONTRACTOR TO LM LM GJ IX 1 " 3 7,' wsr--- --- FILUREPLACE 3`: ZP VTR E 3)ffi TREE RELOCATION PLAN DISTURBED AREAS - t� � "All WITH LANDSCAPE SR MATERIAL TO MATCH 1 _ . 7 p Q , -' �s �; GRAPHIC SCALE 1Q EXISTING PLANT q 1 1 t I 23 Zp __ MATERIAL. 0 10 30 60 SOD 0/15' UNKNOWN QV LIM WB ZP _: 1 INCH = 30 FEET i �' ❑ ZP �. � rye, TREE LEGEND a = TREE TO BE SAVED 2 16 - =TREE TO BE RELOCATED I 1 1 SR LM RELOCATED PALM #1003 �. RELOCATED PALM #1002 �2`♦ I'ARCEL 2 p@% : 22- , 5' (iNKNtiWN Z . i 'S , PB / _ � TREE5' UNKNOWN Ica `8✓Q\ ` " , , 2S`- c a♦, S OAK Y�U�n i 1I=iaMu 11 OiNd'vK.L^n� i 11 TREED iREEO pl r EE. EXISTING 16 BUFFER (1TREE/30 L.F.) EE m 3 GR� ss a'-CyMm- - — 1 14" ♦ OAK = 22 - - -- - - 2x I ..- 22--_'_..-:-.� CYPRESS Y_....-`- '.21-.._ REQUIRED. 239 L.F./30- 8 TREES f.._ ,. 22 ____T.---_ — - -- - - 4" UN KNOWN tREe c - 22 TREE �� s OAK PROVIDED: 8 TREES EXISTINGa€E -' EE 1.'177g-g' I E R/W LINE OF THE / R.O.W. 2 EXISTING SHRUBS I ¢" oax S 89`59'45" E EXISTING 135' BUFFER 1TREE/30 L.F. b EE "SUNSHINE STATE PARKWAY f TD ( ) OAK FEEDER ROAD" (S.R. 713) & To ! REQUIRED: 300 L.F./30 = 10 TREES �. g ,k LINE FDOT PARCEL NO. 122 b ° PROVIDED: 8 TREES EXISTING S 4'S8'iB" E m r ♦ B a5 Ego OF ORB 3818,; PG 2240 CJ / N R/W LINE OF INDRIO ROAD.& 15.24'. i r 2 TREES PROPOSED iil -, 9 oaK POC zl N LINE FDOT PARCEL NO. 122 OAK SURVEYOR DESCRIPTION / OF ORB 3818, PG 2240 ; 1 UNE OF THE S 65 FEET OF xE S DO'QO'15" 4Y f ' INDRIO RD;. 25.22' J r"t• PARCEL #1313-232 nu<, G..:, = OF THE NW 1/4 OF SEC 13, V OWNER: US BANK NATIONAL ASSOCIATION { R) `N/ THE E Rjw LINE OF THE jf " (RIGHT-OF-WAY WIDTH VARIES PER �: ♦ •♦ 9G -III ASSET MANAGEMENT LLC "SUNSHINE STATE PARKWAY N 89 59 45 W 320.00 (0) . FOOT R W MAP SECTION 940f13 2502 :'- _ 1,'0-AK AD0RES5>4890 KINGS HIGHWAY FEEDER ROAD" (S.R, 713) IN �.- .. ♦ ORB 403E, PG 0595 SW COP OF PARCEL NO. 122 ' • ct� ORB 3818, PC 2240 PLA T LIST SV $YM. COMMON NAME BOTANICAL NAME DESCRIPTION QTY WATERWISE ° "' �• TREES ioeEK0 0�Q S Y LI B R LIVE AK Q E C S VIRGI 1 S CL M E 5" DBH 4 5', 1' M N. HT , 5' M N. P D 1 Y S 0Ess TD BALD CYPRESS TAXODIUM DISTICHUM 2.5" DBH @ 4.5', 12' MIN. HT., 5' MIN. SPRD 2 YES i OAK l`rW= WB FOXTAIL PALM WODYETIA BIFURCATA 10' G.W. MIN., 17' O.A., 10' SPRD., SG., STRAIGHT,Nc SMOOTH TRUNK AND NO BULGES 1 NO I //' v , AK e" EX EXISTING TREES p6 ELEG SEC 7.09.04L: NATIVE/DROUGHT TOLERANT " // RELOCATED TREES REQUIRED: 50% OF TREES, SHRUBS, GROUNDCOVER MUST BE WATER WISE. 1 jf O SHRUBS/ACCENT PROVIDED: 4 TREES/PALMS TOTAL, 3 ARE WATERWISE = 75% ' ♦♦ ® ZIP COONTIE ZAMIA PUMILA 3 GAL., 15" MIN. HT., 10" MIN. SPRD., 30" O.C. 65 YES = o0 Q SR ORANGE BIRD OF PARADISE STRELITZIA REGINAE 7 GAL., 48" MIN. HT., 36" MIN. SPRD. 5 NO : 189 GROUNDCOVER, 189 ARE WATER WISE = 100% GROUNDCOVER REQUIRED: LAWN GRASS 100% ® GJ DWARF GARDENIA GARDENIA JASMINOIDES'RADICANS' 3 GAL., FULL, 24" O.C. 70 YES PROVIDED: 100% i' ( LM EMERALD GODDESS LIROPE LIRIOPE MUSCARI 'EMERALDGODDESS' 1 GAL., FULL, 3 PPP, 18" O.C. 87 YES (sn IX MAUI RED IXORA IXORA MAUI RED 3 GAL., 24 MIN. HT., 15 MIN. SPR ., 30 O.C. 32 YES SOD ST. AUGUSTINE GRASS STENOTAPHRUM SECUNDATUM SOLID SOD, CONTRACTOR TO VERIFY CITY. *� NOTE: ♦♦ 1. PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER 3IZE, fa CALIPER, HEIGHT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE GA LON ♦♦ % / T vo E55' Ress SHRUB DOES NOT MEET THE HEIGHT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. 2. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPEIED CIFP INS WITH WAY PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. 3. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR 3LANTED WITH SHRUBS AND GROUND COVER. 4. ALL LANDSCAPED AREAS WILL BE 100% IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDINC A RAIN SENSOR. 5. CONTRACTOR TO MODIFY EXISTING IRRIGATION SYSTEM TO ENSURE ADEQUATE IRRIGATION FOR ALL NEW PLA MATERIAL 6. CONTRACTOR SHALL REPLACE ANY EXISTING SOD OR OTHER PLANT MATERIALS DAMAGED DURING CONSTRUCTION IN RE -LOCATED EXISTING TREES # Species DBH 1002 PALM 10" 1003 - PALM 10" 3;2x REVIEWED FG GRAPHIC SCALE VUA DIAGRAM CODE C®Mi'9A. L.UCIE COI 0 10 30 60 SEC 7.09.04.1 REQUIRED: 1 S.F. OF LANDSCAPING FOR EVERY 18 S.F.OF VUA VUA = 23,074 S.F./ 18 S.F. = 1,,N2 S.F. BO CC THIS SHEET NOT VALID FOR 1 INCH=30FEET CONSTRUCTION UNLESS PROVIDED: TOTAL LANDSCAPED ISLAND = 1,491 S.F. STAMPED APPROVED LIMITS OF DISTURBANCE LANDSCAPE AREA = 1,220 S.F. MCDONALD'S PROJECT CODE: 009-1508 I!, Full Service A & E Firm 500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841 Plans Prepared By: CPH, Inc. State of Florida Licenses: Engineer No. 3215 Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 U) ro U m Q_ to Designed: D. Bryant O IN N Drawn: J. Agront Checked: D. Bryant Job No.: M29330.1 Date: 8/18 1 © 2020 1, 4 r 41i �3 r THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. I OW if J:\M29330.1\Landscape\DWG\PreliminaryDesign\Plans\M29330.1-LSP.dwg, 7/29/2020 10:15:19 AM, Almond, Alexander, _cph - Standard.stb 1. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the Landscape Specifications. In the event of variation between quantities shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all quantities and report any discrepancies at the time of bidding. 2. The Landscape Contractor shall review architecturaVengineering plans and become thoroughly familiarwith surface and subsurface utilities. 3. Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during thecourse of the work:. Locations of existing buried utility lines shown on the plans are based upon best available information and are considered to be approximate. It shallbe the responsibility of the contractor 1) to verify the locations of utility lines within and adjacent to the work area 2) to protect all utility lines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenances, etc. which occurs as a result of the construction 4) To field adjust the location of proposed trees and palms 10' off the center of the utility lines. Notify the Landscape Architect if a,I O'. offset does not function. 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability and proper location of irrigation items and plants. 5. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust tree and/or large shrub locations to avoid any such obstructions. 6. Trees shall be. maintained by the owner to avoid future such obstructions by pruning trees and/or shrubs as necessary utilizing horticulturally sound techniques. 7. All planting shall be performed by personnel familiar with planting. procedure and under the supervision of a qualified planting foreman. 8. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Stock, Part I and II, published by the Florida Department of Agriculture and Consumer Services. 9. The minimum acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. Trunk caliper (trunk diameter) is measured 6 inches from the ground on trees up to and including 4 inches in caliper, and 12 inches from the ground for larger trees. Since trunks are seldom round, the average of the largest diameter and that perpendicular to it is referred to as caliper. 10. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. 11. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade. 12. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted. 13. TOPSOIL .Topsoil shall be natural, friable, fertile, fine loamy soil possessing characteristics of representative topsoil in the vicinity that produces heavy growth. Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones larger than 1-inch in diameter, stumps, roots, trash, toxic substances, or any. other material which may be harmful to plant growth or hinder planting operations. Top soil shall contain a minimum of three percent organic material. 6" Top Soil shall be placed in all turf & landscape areas. 14. All tree pits shall be excavated to size and depth in accordance with the Florida Grades & Standards for Nursery Stock, unless shown otherwise on the drawings, and balled with the specified planting soil. The Landtncape Contractor shall test fill all tree pits with water before planting to assure proper drainage percolation is available. 15. The Landscape Contractor shall be responsible for proper watering of all plants. All plants Shall be thoroughly watered at time of planting and kept adequately watered for plants to thrive as defined by Florida Grades and Standards for Nursery stock until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants are 1W over watered. 16. It shall be the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to re -straighten and replant all plants which lean or fall andto replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable for any damage caused by instability of any plant material. 17. All Palms to be staked as indicated per Palm staking details. All other trees to be stabilized Utilizing 8' lodge poles per tree planting details. 18. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be the responsibility of the Landscape. Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner. 19. Sod shall be of a species specified on the drawings and originate from a commercial turf grower. It shall be a dense stand of live turf, reasonably free of weeds, well matted with grass roots in rectangles 12 inch by 24 inch or in 12 inch wide rolls in a length consistent with the equipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by the manufacturer to be bio-degradable. The soil and root mat shall be a minifflum of 1-1/2 inch thick and must hold together during placement. Sod shall be place adjacent to one another to avoid gaps and dvedaps. Joints shall be staggered between the rows. Sod placed on slopes exceeding3:1 shall be pinned with turf staples. Sod turf, shall have been mowed a minimum of one week prior to cutting and delivery, so that the length of the turf is no longer than 4 inches at time of delivery. Place sod within 48.hours of cutting the sod. The sod shall be kept moist throughout the 48hour period to maintain the health and viability. of the sod. Submit a letter of certification to the Owner's CEI Representative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultivars provided, last mowing date, and that the sod is free of fire ants. Sod which has been cut for longer than 48 hours after being cut shall not be used unless specifically authorized by ®Wner's CEI Representative. 20. It shall be the Contractor's responsibility to measure and determine the exact quantity of sod required for a complete job at the time of bidding or providing a price quote. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity of sod for the original bid area. 21. The Landscape Contractor shall insure adequate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through any compacted fill to native soil shall be accomplished to insure drainage. If well drained fill is necessary to assure positive drainage, this issue shall be brought up by the Landscape. Contractor at time of bidding. 22. UNSUITABLE SUBSOILS Locations containing unsuitable subsoil shall be treated by one or more of the following: A. Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavy equipment and where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes, discing, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 inches with additional loosening as required to obtain adequate drainage. Contractor may introduce peat moss, sand, or organic matter into the subsoil to obtain adequate. measures shall be considered as incidental, without additional cost to Owner. B. Where unsuitability is deemed by Owner or Owner's Representative to be due to presence of boards, mortar, Concrete, graded aggregate base, or other construction materials in sub grade and where natural subsoil is other than AASHTO classification of AS or AT remove debris and objectionable material. Such remedial measures shall be considered as incidental, without additional cost to Owner. C. Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of AS or A7 and contains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere in Specifications shall be used. Where such conditions have not been known or revealed prior to planting time and they have not been recognized in preparation of The Drawings and Specifications, then Owner shall issue pricing order to install proper remedial measures. D. Planting beds where existing subsoil is determined by Owner to be unsuitable for plant growth in accordance paragraph Unsuitable Subsoil herein shall be excavated to a depth of 12 inches or as needed to provide adequate drainage. Replace excavated soil with planting soil. 23. .The Landscape Contractor. shall insure that his work does not interrupt established. orprojected drainage patterns. 24. The Landscape Contractor shall prune, shape and remove dead foliage/limbs from existing plant material to remain. Confirm with the Landscape Architect or Owner the extent of work required at time of Bidding. 25. Mulch - All plant beds shall be top dressed with 4" shredded hardwood mulch (or approved equal). 26. Transplanted Material - The Landscape Contractor shall be responsible for determining and evaluating which plant materials are suitable for transplanting and shall verify this with the Landscape Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner. Replacement plants shall be of identical species and size if required. 27. MAINTENANCES PRIOR TO FINAL INSPECTION AND ACCEPTANCE: Maintenance shall commence after each plant is planted and the maintenance period shall continue until the job or spec phase of the job is accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in general maintenance procedures.. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for proper growth of the plants. During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall do all seasonal spraying and/or dusting of trees. and shrubs. Upon completion of all planting, an inspectionfor acceptance of work will be held. The Landscape Contractor shall: notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date. At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when the Maintenance Period ends. GUARANTEE AND REPLACEMENT: All plant materials shall be guaranteed for one (1) year from the time of final inspection and interim acceptance shall be alive and in satisfactory growth for each specific kind of plant at the end of the guaranteed period. At the end of the guarantee period, any plant required under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above, from time of replacement. All replacements shall be planted of the same kind and size as specified on the plant list. They shall be the responsibility of the Landscape Contractor. O 5' MINIMUM (BOTH ENDS) ALL TREES PLANTED IN LANDSCAPE ISLANDS OR ANY LANDSCAPED AREAS SHOULD BE A MINIMUM OF V OFF OF BACK OF CURB UNLESS ABSOLUTELY NECESSARY DUE TO UTILITY LINES/PIPES LOCATION. TYPICAL ISLAND PLANTING DRIPLINE OF TREE IS THE EXTENT OF ITS LIMITS Z ORANGE FLAGGING TAPE @ 30" O.C. 4' H, 14.5 GAUGE WIRE ME: FENCE, 2" X 2" MESH, INSTALLED AT @ TREE DRIPLINE STEEL TEE POST W DRIVE INTO GROUh WIRE MESH W/ TWI51 cu vvncc bI Tr. TREE PROTECTION DEl AIL N.T.S. TREE BARRICADE APPROVAL OBTAIN CITY APPROVAL OF TREE BARRICADES PRIOR TO BEGINNING CLLARING OPERATIONS OR ANY SITE DEVELOPMENTS TREE PROTECTION NOTES: 1. Four (4) foot high 14.5 guage wire.2"x2" mesh fencing shall be installed encompassing the drip line of each tree, or one foot in diameter for each inch of trunk diameter, whichever is greater. When surveyed fencing shall be moved to the edge of the tree protection area (TPA) as indicated on plans and be maintained through completion of construction. 7 2. Where the TPA occurs within 10 feet of the tree trunk, a trenching device shall be used to sever tree roots. Root raking shall not occur before roots have been cleanly severed. 3. All equipment and/or materials are prohibited within the TPA. Including but not limited to cement wash -out, chemicals, fuel or equipment servicing. 4. Grade changes shall not occur within the TPA. No fill shall be added, removed or stored within the TPA with exception of prescribed potting soil (see item 10). 5. Brush and weeds occuring within the TPA shall be cleared by hand or utilizing only the mower of a light wheeled farm tractor (less than 60 hp). During such activities soil profiles shall not be disturbed 6. Roto-tilling, disking, root raking or other clearing methods that disturb the soil profile are expressly prohibited. 7. Utility lines and/or irrigation lines shall not occur within the TPA. 6. Saved trees shall be pruned to remove dead and damaged wood, correct structural defects and to provide access and visibility. 9. Pruning shall be completed under direct observation by the Designated Forester of CPH Engineers, Inc. or owner designated ISA certified arborist and be accomplished by an arborist with five years or more experience pruning live oaks to ISA standards. Arborist must obtain approval from the owner prior to commencement of pruning activities. Two week advance notification is required. II 10. Landscaping within TPA shall not disturb existing soil profiles. Eight inches of potting soil shall be imported and evenly spread to provide a planting medium within TPA. IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL MINIMUM 4" MULCH SOIL BERM MINIMUM 12" DEPTH OF PLANTING SOIL IN GROUNDCOVER PLANTING BEDS 4 INCHES MULCH (REFER TO LANDSCAPE NOTES FOR TYPE OF MULCH) 1111111110- SOD •: - BACKFILL MIXED WITH 75% APPROVED TOPSOIL & 25% ORGANIC COMPOST UNDISTURBED SUBSOIL -PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. -MAINTAIN 3"4' MULCH FREE ZONE AROUND BASE OF PLANT. SHRUB AND GROUNDCOVER PLANTING DETAIL N.T.S. 5-7 HEALTHY FRONDS - MINIMUM. TIE FRONDS WITH BIODEGRADABLE TWINE. HEAD TO REMAIN TIED UNTIL PALM PUSHES IT OPEN SECURE BATTENS WITH 2-3/4" STEEL - BANDS TO SECURE BATTENS DURING PLANTING PROCESS. DO NOT NAIL BATTENS TO PALM TRUNK. HEIGHT SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM. 3-2X4 WOOD BRACES STAKED WITH A 2X4X24" STAKE PAD BURIED 3" BELOW GRADE. PLANT SO THAT THE TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE AFTER SETTLEMENT, APPROX. 1" ABOVE FINISHED GRADE AT TIME OF PLANTING. EDGE OF PAVEMENT OR CURB 11 /'+� Pc x xxx x xx GRASS 4x x x EDGE OF BEDLINE 5 LAYERS OF BURLAP 5-2X4X16 WOOD BATTENS STEEL BAND TOE NAIL 1 1/2" - 2" APPROVED MULCH AVOID CONTACT WITH THE TRUNK. 4" OF SAND PLACED ON BACKFILL 7F r- FINISHED GRADE BACKFILL MIXED WITH APPROVED TOPSOIL ALL ROOT BALL COVERING MATERIALS BALL DIA. SHALL BE COMPLETELY REMOVED BEFORE PLANTING. PALM STAKING DETAIL N.T.S. xx x x x x x xx x x NOTE: LOCATE PLANTS IN ATRIANGULAR PATTERN AS SHOWN, SPACED EQUIDISTANT FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). SHRUB/GROUNDCOVER SPACING PLAN N.T S. THIS SHEET NOT VALID FOR CONSTRUCTION UNLESS STAMPED APPROVED SMALL TREE PLANTING (14' OR LESS) N.T.S. TOP OF PANEL'" BELOW FINISH GRADE CURB AND PARKING LOT ROOT BARRIER IS BEING *ROOTS USED TO CONTROL ROOTS OF ROOT BARRIER 36" DEEP. ISLAND TREES. LOCATE DEEP ROOT UB 36-2 ROOT BARRIER ALONG BACK PANELS OR APPROVED OF CURB IN AREA(S) EQUAL DESIGNATED ON PLAN. LANDSCAPING is ' laii,111,11,ig ffII FiT5 MT N.T.S. MULCH/ TOPSOIL BACKFILL TREE STAKING NOTES A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOT13ALL C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 1. Tree Frog. RBK40pt FOR UP TO 4' TREE CALIPER OR Tree Froge RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 2. 4' MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 3. 3' HIGH SOIL BERM TO HOLD WATER. 4. FINISHED GRADE (SEE GRADING PLAN). 5. TOP OF ROOTBALL MIN. 1' ABOVE FINISHED GRADE. 6. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 7. PREPARED PLANTING SOIL AS SPECIFIED. S. ROOTBAUS GREATER THAN 24- DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24' IN DIA. MAY ST ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL 2L REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT" nnir< f^ McDONALD'S PROJECT CODE: 009-1508 Full Service A & E Firm 500 West Fulton Street Sanford, FL. 32771 Ph: 407.322.6841 Plans Prepared By: CPH, Inc. State of Florida Licenses: Engineer No. 3215 Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 a Designed: D. Bryant Drawn: J. Agront Checked: D. Bryant Job No.: M29330.1 Date: 8/18 1 © 2020 ros s t • a eA e f ,i. r THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. Sheet No. lm=12 J:\M29330.1\Landscepe\DWG\PreliminaryDesign\Plans\M29330.1-LSP.dwg, 7/29/2020 10:15:23AM, Almond, Alexander, _cph - Standard.stb