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HomeMy WebLinkAboutApproved Landscape & Site Plan30 Q O L � 4A I Q Z EXISTING ASPHAL T CONC. DUMPSTER PAD P. o.13. FD. NO I.D. N88 09'16 -W (D) N88 *1842 "W 600. 00' .ram. �,..� �..�� .,...■. ,■■....� 10' BUILDING SETBACK/ 10' LANDSCAPE BUFFER x �Uj m m L�, o- LO Z p z Q o I N 10' BUILDING SETBACK/ 10' LANDSCAPE BUFFER 42 E 600.00 09'16 "E (D) GRAPHIC SCALE 10 80 40 ( IN FEET 1 inch = 20 ft. Iw ►� W 1. PEQEOSED PUBLIC _WATER SUPPLY - FORT PIERCE UTILITY AUTHORITY Z 2. PROPOSED PUBLIC SEWER - FORT PIERCE UTILITY AUTHORITY 3. THE PARCEL OF L6UQ SHOWN HEREQN__APPEARS TO BE IN FLOOD ZONE X. PER FLOOD INSURANCE RATE MAP IM2111CO291 J. DATED = 4. THE BEARING .BA5E_EOR_ THIS SURVEY IS A GRID BEARING OF S0011-13-W ALONG A LINE FROM 5, IRC BLOOMSTER # 3501•a TO Q V IRC E5Mj 4049, 5. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK Is Q ST. LUCIE COUNTY BENCHMARK "FRENCH" ELEV.=11.32' NAVD'88. 6. THE EXISTING SPEED LIMIT FOR OLEANDER AVENUE IS 35 M.P.H. 7. PERMITS REQUIRED: - SLC STORMWATER PERMIT - SLC SITE PLAN - SLC LAND CLEARING AND TREE REMOVAL - SLC RIGHT-OF-WAY PERMIT - IF REQUIRED - SFWMD/FDEP STORMWATER PERMIT - FDEP N0110E OF INTENT (STORMWATER) 8. ALL OFF-STREET PARKING FACILITIES SUPPLIED BY THE OWNER OR OPERATOR SHALL NOT BE USED BY COMMERCIAL VEHICLES OWNED, OPERATED, OR USED IN THE BUSINESS E SUCH OWNER OR OPERATOR DURING HIS/HER REGULAR HOURS OF BUSINESS, OR BY VEHICLES OFFERED FOR SALE UNLESS ADDITIONAL PARKING SPACES ARE MADE FOR THESE VEHICLES, PURSUANT TO LDC SECTION 7.06.02(B)(8). 9. IN ACCORDANCE WITH ST. LUCIE COUNTY LAND DEVELOPMENT CODE SECTION 7.06.02(8)(3), THE INSTILLATION OF AN ALL-WEATHER SURFACE WILL BE REQUIRED FOR ALL OFF-STREET PARKING AND VEHICULAR USE AREAS. THE PERMITTED IMPERVIOUS SURFACE MATERIALS MUST BECONCRETE, ASPHALT, BRICK PAVERS, STAMPED CONCRETE OR PAVING BLOCK. 10. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL CATEGORY I LISTED INVASIVE SPECIES SHALL BE ERADICATED FROM THE SITE. 11. IF AT ANY TIME IN THE FUTURE THE LIMITS OF DEVELOPMENT ARE EXTENDED TO THE WEST, AN EIGHT (8) FT. OPAQUE FENCE OR WALL, ACCOMPANIED WITH THE REQUIRED LANDSCAPE E LAND DEVELOPMENT CODE 7.09.04 SHALL BE INSTALLED WITHIN SIXTY (60) DAYS. FIRE DEUSIMENT NOTES: 1. FIRE HYDRANTS (SHALL BE) ARE PROVIDED FOR BUILDINGS OTHER THAN DETACHED ONE -AND TWO-FAMILY DWELLINGS LAW BOTH OF THE FOLLOWING: A. THE MAXIMUM DISTANCE TO A FIRE HYDRANT FROM THE CLOSES POINT IN THE BUILDING SHALL NOT EXCEED 400 FEET. B. THE MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL NOT EXCEED 500 FEET. NFPA 1:18.5.3, 2. AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR PROTECTION (SHALL BE) IS IDENTIFIED TO ALL PREMISES UPON WHICH FACILITIES, BUILDINGS, OR PORTIONS OF BUILDINGS WHICH ARE TO BE CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH NFPA 1:18.4. 3. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE STREET SIDE OF BUILDINGS AND SHALL BE LOCATED AND ARRANGED SO THAT HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFACE FROM ANY NEARBY OBJECTS, INCLUDING BUILDINGS, FENCES, LANDSCAPING, OR OTHER FIRE DEPARTMENT CONNECTIONS. THE LOCATIONS OF THE CONNECTIONS SHALL BE BASES UPON THE ACCESS REQUIREMENTS OF THE FIRE DEPARTMENT. 4. THE DISTANCE ALLOWED BETWEEN THE FIRE DEPARTMENT CONNECTION AND A FIRE HYDRANT SHALL BE NO MORE THAN ONE HUNDRED (150) FEET AS A VEHICLE TRAVELS. 5. FD ACCESS ROADS (SHALL BE) ARE PROVIDED SUCH THAT ANY PORTION OF ANY SPRINKLERED FACILITY OR EXTERIOR WALL IS LOCATED NOT MORE THAN 150FEET FROM FD ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. (450 FEE FOR NFPA, 13, 13D, 129 SPRINKLERED PROTECTED BUILDINGS). 6. PER NFPA 1114 CHAPTER 9, SECTION 1.3. PRIOR TO THE FINAL OCCUPANCY OF ANY BUILDING, THE PERMITTED WATER SUPPLY FOR FIRE PROTECTION, INCLUDING FIRE HYDRANTS AND FIRE SUPPRESSION SYSTEMS, SHALL BE INSTALLED, TESTED, AND ACCEPTABLE TO THE AHJ (SLCFD). 7. TWO WAY RADIO ENHANCEMENT SYSTEMS/BDAS SHALL BE INSTALLED, INSPECTIONS AND OPERATIONALLY TESTED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REQUIREMENTS, BY THE LOCAL FIRE DEPARTMENT, AND COMPLY WITH THE MOST CURRENT EDITION OF THE FLORIDA FIRE PREVENTION CODE AND ITS INCORPORATED STANDARDS AND CODES. PRE -SURVEYS OF RADIO SIGNAL STRENGTH SHALL BE SUBMITTED TO THE FIRE MARSHAL IN THE FORM OF HEAT SIGNATURE MAPPING OR A CERTIFICATION DOCUMENT OF RADIO Q SIGNAL STRENGTH PROVIDED BY A LICENSED ENGINEER. SITE BENCHMARK EXISTING NW CORNER CONCRETEB DUMPSTER PADD IL TOMORE COMMERCIAL REAL TY ONE S TOR Y EL.= 12,82' (NAVD) INVESTORS I LLC METAL BUILDING (OCCUPIED) ----0.7' CBS WALL LEGAL DESCRIPTION A PARCEL OF LAND LYING WITHIN THE SOUTH ONE-HALF (112) OF THE NORTHEAST ONE -QUARTER (114) OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST ONE -QUARTER (114) OF THE NORTHEAST ONE -QUARTER (114) OF SAID SECTION 33; THENCE NORTH 88°09'16" WEST, ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (112) OF THE NORTHEAST ONE -QUARTER (114) OF SAID SECTION 33, A DISTANCE OF 692.03 FEET; THENCE SOUTH 00'22'55" WEST, PARALLEL WITH THE EAST LINE OF SAID SECTION 33, A DISTANCE OF 336.75 FEET TO THE POINT OF BEGINNING; THENCE, CONTINUE SOUTH 00°22'55" WEST, A DISTANCE OF 112.25 FEET; THENCE SOUTH 88'09'16" EAST, A DISTANCE OF 600.00 FEET TO THE WEST LINE OF A DRAINAGE RIGHT-OF-WAY; THENCE NORTH 00"22'55" EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 112.25 FEET, THENCE NORTH 88*09'16 " WEST, A DISTANCE OF 600.00 FEET TO THE POINT OF BEGINNING. 4.70' MAX KICKOUT 47.6 �- 7.5'-1�21.5'- --- ---� 47.5' ST. LUCIE FIRE TRUCK OVERALL LENGTH 47.50 FT OVERALL WIDTH 10.50 FT OVERALL BODY HEIGHT 7.82 FT MIN BODY GROUND CLEARANCE 1.07 FT TRACK WIDTH 10.00 FT LOCK -TO -LOCK TIME 5.00 SEC MAX WHEEL ANGLE 41.5' Vehicle Tracking V20.00.2188(20190304) (c) Autodesk, Inc. www.Autodesk.com Note: Turn(s) based upon instantaneous application of steering lock, i.e. no transition curve 47.5' ST. LUCIE FIRE TRUCK TURN TEMPLATE SCALE: 1 ° = 20'-0" 141N Legend & Abbreviations: (symbols not scaleable for size) PLS PROFESSIONAL LAND SURVEYOR E - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER --- WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE C - CENTERLINE (R) - RADIAL ® - ® CABLE T.V. BOX R - RADIUS ELECTRIC BOX L - LENGTH (NR) - NON -RADIAL c - LIGHT POST Li - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB DQ - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT ® - WATER METER POB -- POINT OF BEGINNING OO - SANITARY MANHOLE o - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP - PERMANENT CONTROL POINT ® - SEPTIC TANK © - (PRIM) PERMANENT REFERENCE MONUMENT © - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET O - (IP) IRON PIPE ® - SURFACE INLET P - IRON PIPE �++' ® - MITERED END SECTION O - (IRC) IRON ROD & CAP - PINE TREE - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP -°- - STREET SIGN 0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND - OAK TREE 3 x2 5 - TYPICAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER (P) - PLAT CONC. - CONCRETE (C) - CALCULATED PALM TREE (OA) - OVERALL F.F. - FINISH FLOOR BSB - BUILDING SETBACK LINE EL./ELEV. - ELEVATION R\W - RIGHT OF WAY AB - AS -BUILT P/K - PARKER-KALON X EXIS TING ONE STOR Y BIL TOMORE COMMERCIAL REALTY INVESTORS LLC METAL BUILDING (OCCUPIED) EXIST WET-\ CONC. PAD N88 09 16 ry Ul N88'1842 "W 600.00' o A/C PAD A/C PAD b o A+%C PAD o o �, o ,r; A/C PAD ui o 10' BUILDING SETBACK ' 'n 0 0' 10' LANDSCAPE BUFFER`F O' , 30.0' 1` A 37.B' 37.3' 37Y 37.2' 37.2' 37.2' UNIT 8 OFFICES ORSFOUSE SIDEWALK CONCRETE F.F. = 12.00' UNIT 7 N T ■ 37,2' U 1 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 OFFlCE/iNAREHOUSE ' OFFICE/WAREHOUSE "' OFFICE/WAREHOUSE 0FF10E/WAREHOUSE ' OFFICE/WAREHOUSE /W 0 0 o a o ca 0 OFFICE -"REHOUSE y v i,500 Sf 1,500 SF r 1,500 SF 1,500 SF v 1 500 SF v 1,500 SF F.F. = 12.00' F.F. = 12.00' F.F. = 12.00 F.F. = 12.00 F.F. = 12.00' F.F. = 12.00 DRY RETENTION c6 HANDICAP SIGN IHvoND17PP 2a1�06 v STORMWATER ER SYSTEM �n NO, FTP-2D-O6 1= TIRE NO. FF $10DOFINE TIRE ETE G $10006 STATING $1DD FINE ST TIRE m:,:, STOP STOP SIDEWALK STOP r O ■ ■ ■ ■ ■ ■ RI i. M •:do-;, � t ti 3 , < i , of •� .::: ,v,; iN ... ;: .. . :< , . ,3LYJLlY7" F I INiE...� .: '�� .��'Sfa10.0 Sand Custer Investors Inc (UNDEVEL OPED) UNIT 8 OFFICE/ WAREHdUSE 1,500 SF F.F. = 12.00' r UNIT 7 UNIT OFFICE/WAREHOUSE OFFICE/WAF 1.500 SF 1,500 F.F. = 12.00 F.F. = 1 ■ + r.qP ■ ■ FIRE TRUCK TURNING MOVEMENT SCALE: 1" = 20'- 0" EXISTIM11 6' WOOD FENCE sir ■ MI.Ximwo N1100i 11.6 E::N.: C) F 1. 32.0 ST LUCIE COUNTY DRAINAGE R/W CANAL #14 1. PROJECT NAME: COMMONS AT OLEANDER 2. LOCATION: PARCEL O . 2433-141-0002-000-4 SECTION 3 - TOWNHIP 35S - RANGE 40E T8D OLEANDER AVENUE PORT ST. LUCIE, FL 34982 ST. LUCIE COUNTY, FLORIDA 3. OWNER: SOUTHEAST GENERAL CONTRACTORS GROUP, INC. 10380 SW VILLAGE CENTER DRIVE - 232 PORT ST. LUCIE, FL 34987 (877)407-3535 4. ENGINEER: SCHULKE, BITTLE & STODDARD, L.L.C. JODAH B. BITTLE, P.E. 57396 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FL. 32960 (772) 770-9622 5. SURVEYOR: MERIDIAN LAND SURVEYORS CHARLES BLANCHARD, PSM #5755 1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH FL 32960 PH. (772) 7b4-1213 6. TYPE OF PROJECT: OFFICE/WAREHOUSE 7. GROSS PROJECT SIZE: 1.55 ACRES - 67,328 SF - SITE AREA 8. BUILDING SIZE: 0.28 ACRES - 12,000 SF - BUILDING AREA 9. EXISTING LAND USE: IND (INDUSTRIAL) 10. EXISTING ZONING: IL RSf 3(RESIDENTIAL, DTTIIVGLE FAMILY - 3 DU/AC) 11. SITE COVERAGE EXISTING PROPOSED TOTAL DEVELOPED AREA: 67,328 SF 1.55 AC 67,328 SF 1.55 AC 100.0% IMPERVIOUS AREA: 0 SF 0.00 AC 33,870 SF 0.78 AC 50.3% BUILDING AREA: 0 SF 0.00 AC 12,000 SF 0.28 AC 17.8% PAVING AREA: 0 SF 0.00 AC 19,825 SF 0.46 AC 29.4% CONCRETE AREA: 0 SF 0.00 AC 2,045 SF 0.05 AC 3.0% PERVIOUS AREA: 67,328 SF 1.55 AC 33,458 SF 0.77 AC 49.7% GREEN SPACE: 67,328 SF 1.55 AC 33,458 SF 0.77 AC 49.7% 12. SITE SETBACKS: REQUIRED RER(UIR3ED PROPOSED MIN LOT SIZE: 20,000 SF 10,000 SF 67,328 SF MIN LOT WIDTH: 100 FT 75 FT 112 FT MIN ROAD FRONTAGE: 60 FT 30 FT 112 FT MIN SETBACKS: FRONT EAST): 25' 25' 63.0' REAR ST): 20. 15' 238.1' SIDE OR 10' 10' 10.0' SIDE SOU1H : 10' 10' 62.0' MAX BLDG H IGHT: 50' 35' 22.5' MAX BLDG COVERAGE: 50% 30% 17.8% PARKING CAI CIA ATIONS: 13 REQUIRED: (1) GENERAL OFFICE BUILDING (LU:710) - 500 SF FOR EACH UNIT = 4,000 SF 3.3 SPACES PER 1,000 SF 4,000 SF X 3.3 SPACE/1,000 SF = 13.2 OR 14 FACES 2) WAREHOUSING (LU:150 - 1,000 SF FOR EACH UNIT = 8,000 SF 6 SPACES PER 1,000 S 8,000 SF X 0.6 SPACE/1,000 SF = 4.8 OR 5 SPACES TOTAL = 19 SPACES PROVIDED: 20 STANDARD PARKING STALLS 2 HANDICAP PARKING STALLS 22 PARKING STALLS 14. DEVELOPMENT SCHEDULE: DATE OF COMME CEMENT [)AIE_ QF_ COMPLETION 2/20 2/21 15. UTILITY SERVICE, WATER SERVICE: FORT PIERCE UTILITY AUTHORITY SEWER SERVICE: FORT PIERCE UTILITY AUTHORITY ELECTRIC SERVICE: FLORIDA POWER AND LIGHT 16. SITE DRAINAGE: THE PROPOSED FACILITY WILL HAVE A DRY RETENTION SYSTEM THAT OUTFALLS THROUGH THE CONTROL STRUCTURE AND INTO THE SWALE ALONG OLEANDER AVENUE. 17. OWNERS STATEMENT: THE PROPOSED PROJECT WILL CONSIST OF 8 SINGLE TENANT CONTRACTORS TRADE UNITS. THESE UNITS ARE INTENDED TO BE LEASED OR PRIVATELY USED. THE UNITS ARE NOT INTENDED TO BE INDIVIDUALLY SOLD. SITE PLAN APPROVED February 10, 2021 I TYPE b CURB TO ADJACENT DITCH Approval Date PDS Order 2021-006 Approval Order # I ; 11 I � II I I ! I ! x I I Z I I 00 I 4 I � I I � I 3: D Z I - -r 36" R1-1 STOP SIGN 1' I U 1 k 1 z z L w s o 0 a O_ a w IAj LU IS � r N O o 0 L[rs wB m©-w� ZWvi m'�Ow= Zon3 C,c}n z g a L, !n 0 a ow �w = O 4 L 00�m wwZ aw?§a a K n0 o a Uj pj m m `jll No=M a�o o m m cDL,H_ anzwp ) 7 r z_W O-ON IQ Q 'C90Ut�UO z V �w3QwLdH- (9 Z� t Z)tn A �P0000..3nZD a Uzt CID ,,...J CIO U • J M Q N -,I 00 UD 0 ❑ W O LL •S- C N �❑/ QCD o ❑ Z 0 U Q vi ❑ Ww 0, � , L d) o z Z0Q LLl c w g 0 N W a 0 r O fn T W C9 =W�zzz Q (n ti v1 ~ _..I LL_ O> - ti ~w Z Z -1 ~ M_ W Z W H_ U LL_ m W > m LU LV ! W h' C.0 J 0Qa D to z � 1 ca Lit Z �a Cn J 0- 01 ENGINEER CERDFICATJONft \ 13 ® No 57398 0. • STATE OF ® *00 alives ODAH B. BITTLE L REG. NO 57M DATE n i- . PROJECT NO. I SHEET 20-0831 01 - - - EX SAN- - - EX SAN- EXISTING SANITARY SEWERUNE STREET LIGHT SAN SAN PROPOSED SANITARY SEWERLINE °❑ PROPOSED LIGHT ON -SITE EXISTING DRAINAGE PIPE PROPOSED DRAINAGE PIPE ® TYPE 'C' OR TYPE 'F' INLET - - •••• -^^^ EX WM ^- � EX WM EXISTING WATER MAIN WAIT WAIT PROPOSED WATER MAIN QD JUNCTION MANHOLE FILTER FENCE/SEDIMENT BARRIER E1 DRAINAGE STRUCTURE LABEL PROPOSED SPOT ELEVATION AT EOP/SIDEWALK }, 11„� 9.0' R }�"`� PROPOSED FIRE HYDRANT PROPOSED EOP RADIUS I• PROPOSED SIGN 25.0 PROPOSED GRADE / CONTOUR PROPOSED DRAINAGE Q SEWER MANHOLE FLOW DIRECTION I 81N X1. R P. 0, L1• X5.�i 12 60' X I FD. I. R. NO I.D. N88'09'76 "W (D) N88 18 42 W 500. 00 r I 10 BUILDING SETBACK/ A, 10' LANDSCAPE BUFFER X I X ^� 4 CN � a 721N W Ld Gn � )� Xt I L) Ln CD z Q� � o � � 1zFD n L- � o�CN o U-) 2j �. CO a°� IX 199 I X ll 1 8 2�. X' 4 L 10' BUILDING SETBACK 10' LANDSCAPE BUFFER S 727 60 S88 09'16 "E (D) GRAPHIC SCALE 20 o to 20 40 IN FF.ET 1 inch = 20 ft. FIRE DEPARTMENT NOTES 1. FIRE HYDRANTS (SHALL BE) ARE PROVIDED FOR BUILDINGS OTHER THAN DETACHED ONE -AND TWO-FAMILY DWELLINGS TAW BOTH OF THE FOLLOWING: A. THE MAXIMUM DISTANCE TO A FIRE HYDRANT FROM THE CLOSES POINT IN THE BUILDING SHALL HOT EXCEED 400 FEET. B. THE MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL NOT EXCEED 500 FEET. NFPA 1:15.5.3. 2. AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING THE REQUIRED FIRE FLOW FOR PROTECTION (SHALL BE) IS IDENTIFIED TO ALL PREMISES UPON WHICH FACILITIES, BUILDINGS, OR PORTIONS OF BUILDINGS WHICH ARE TO BE CONSTRUCTED OR MOVED INTO THE JURISDIC110N. THE APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH NFPA 1:1&4. 3. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE STREET SIDE OF BUILDINGs'S. AND SHALL BE LOCATED AND ARRANGED SO THAT HOSE LINES CAN BE READILY ATTACHED TO THE INLETS WITHOUT INTERFACE FROM ANY NEARBY OBJECTS, INCLUDING BUILDINGS, FENCES, LANDSCAPING, OR OTHER FIRE DEPARTMENT CONNECTIONS. THE LOCATIONS OF THE CONNECTIONS SHALL BE BASES UPON THE ACCESS REQUIREMENTS OF THE FIRE DEPARTMENT, i\4 THE DISTANCE ALLOWED BETWEEN THE FIRE DEPARTMENT CONNECTION AND A FIRE HYDRANT SHALL BE NO MORE THAN ONE HUNDRED (150) FEET AS A VEHICLE TRAVELS. S. FD ACCESS ROADS (SHALL BE) ARE PROVIDED SUCH THAT ANY PORTION OF ANY SPRINKI ERED OFACILITY OR EXTERIOR WALL IS LOCATED NOT MORE THAN 15O FFET FROM FO ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. (450' J FOR NFPA, 13, 13D, 12R SPRINKLERED PROTECTED BUILDINGS). LJJ a. PER NFPA 1114 CHAPTER 9, SECTION 1.3. PRIOR TO THE FINAL OCCUPANCY OF ANY BUILDING, THE PERMITTED WATER SUPPLY FOR FIRE PROTECTION, INCLUDING FIRE HYDRANTS AND FIRE SUPPRESSION SYSTEMS, SHALL BE INSTALLED, TESTED, AND ACCEPTABLE TO THE AHJ (SLCFD). A 7. TWO WAY RADIO ENHANCEMENT SYSTEMS/BDAS SHALL BE INSTALLED, INSPECTIONS AND OPERATIONALLY TESTED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REQUIREMENTS, BY W THE LOCAL FIRE DEPARTMENT, AND COMPLY WITH THE MOST CURRENT EDITION OF THE FLwDA FIRE PREVENTION CODE AND ITS INCORPORATED STANDARDS AND CODES. PRE -SURVEYS OF RADIO w SIGNAL STRENGTH SHAD. BE SUBMITTED TO THE FIRE MARSHAL IN THE FORM OF NEAT SIGNATURE MAPPING OR A CERTIFICATION DOCUMENT OF RADIO SIGNAL STRENGTH PROVIDED BY A LICENSED ENGINEER. 9NERAL NOTES: 1. ALL NEWLY PLANTED MATERIAL WILL IE FLORIDA I GRADE OR BETTER 2. NEWLY PLANTED MATERIALS WILL BE FULLY IRRIGATED BY AUTOMATIC MEANS. 3. ALL NEWLY PLANTED MATERIALS WILL RECEIVE A MINIMUM OF 3 INCHES OF NON -CYPRESS MULCH. 4, THE ROOF SHALT. TE PITCHED FROM THE NORTH PROPERTY LINE OR ROOF DRAINS SHALL BE Q PROVIDED TO PREVENT RUNOFF TO THE NORTH PROPERTY LINE. 5. TREES PLACED WITHIN 10 FEET OF DRAINAGE STRUCTURES OR PIPE SHALL INCLUDE A ROT BARRIER LJJ PRODUCT TO PROTECT THE DRAINAGE SYSTEM. Z DRAINAGE J STRUCTURE SCHEDULE 2 U DS-1 OUTFAJ-� STRUCTURE pg-3 TYPE 'D' INLET TYPE D INLET Q TOP = 12.00' TOP 11.00' 36" WEIR AT 10.0' E. INVV = 7.70' SE. INV = 7.35' W. INV = 7.70' W. INV = 7.35' BOTTOM = 6.70' BOTTOM = 6.35' DS-4 TYPE 'D' INLET D5-2 INLET TYPE 'D' TOP = 11.00' Top = 11.00, E. INV = 7,50' E. INV = 7.85' W INV = 7.50' W. INV = 7.85' BOTTOM = 6.50' BOTToM = 6.85' EXISTING ASPHAL T SITE BENCHMARK EXI S TING NW CORNER OF CONCRETE DUMPSTER PAD B/L TOMORE COMMERCIAL REALTY ONE S TOR Y EL,= 12.82' (NA1/D) INVESTORS I LLC METAL BUILDING (OCCUPIED) 2 82, 7' CBS WALL CONC, A DUMPSTER, , 2 PAD 3 .a k ® X1��; x12� X1�16 x1�2a __ .w MEN 1111111 g jai X 10 61 X g 93 x 60 Xg2 11. LJJ 10.0, FOURTEEN (14) g 0' Al MITIGATION PALMS TO BE PLANTED AROUN m RETENTION AREA a iz Ljj O X g ©� TWIN DRY RETENTION U)STORMWATE R SYSTEM a MITERED EN4 r INV. = 8I>a W . RUBBLE arn r Q z 8.0' _Z J 141N 9 LIMITS OF DEVELOPMENT 9 92 16 14 12 10 8 6s BD ADJACENT SITE WET WE X 91 l X 12 61, 9 4 TRIM X 10 1 53 1 -- UNIT 8X 1021 OFFICE/WAREHOUSE F.F , - 1 500, UNIT 7 UNIT 6 l0lN OFFICE/WAREHOUSE OFFICE/WAREHOUSE ]i?UNKEA F.F.' = 12 00' F.F,50012 00' 1211V 101 12! 1 Q CLEAR 10 C LEAR TRUNK UNK yo X 9- ■ t V. f SECTION A PROJECT SITE 32' NSLRWCO DRAINAGE R/W 25' BLDG CANAL i14 TO BE DEDICATED 26- SETBACK TO ST LUCIE COUNTY Jr AISI_F 6' SIDEWALK BUFFER 12' 10 ..� .. ........................ ........... ....... ... ...... $ »,. :::::::...41- SIDENU. k�T,,.ZL , MAXIMUM SLOPE .:.,....,,....... ,,.. I..................,,..,.,.,.,,,,..............:.........,...,,,. 4 k,...........................,,.,. . 2 , / ADJACENT SITE 10' EXISDNG BLDG BUILDING SETBACK. T_.. ._... 16 ..... ..... ,,,__, , 5 ��........m, ...... ,1 m .... 14 N...... 4'. n ....... _. �......................... .......... 12 _P J.�.. 40.3' PROPOSED BUILDING 111.6' PARKING 7-- .................. 10 m....._ExIST...... 5' SIDEWALK AT 2%' .IIaN z MAXI�iUI�...SLOPE ... _..... ,, �.,.n,.......- MAXIMUM SECTION 8 100' OLEANDER RIGHT-OF-WAY SECTION C EXIS TING ONE S TOR Y BIL TOMORE COMMERCIAL REALTY METAL BUILDING INVESTORS / LLC (OCCUPIED) EXIST. 8 CONC. PAD 2 N88 09'16 "W (D) N88'18'42-W 600.00' 10' BUILDING SETBACK/ G 10' LANDSCAPE BUFFE6 11. 0 O ■ 0h ' ■ x 1 SCMEt NITS 16 14 alsnNG PAVEMENT 12 ------- 10 «.m..... GRADE 6 EXIS TING- 6' WOOD FENCE 61.3' DRIVING AISLE RO.P.05.ED . ... PAVEMENT 1 4.1 SITE PLAN APPROVED February 10, 2021 16 14 12 10 6 Approval Date PDS Order 2021-006 Approval order # EXISTING TREE LEGEND 3)<1 0,NCLF,4R EXISTING PALM TRUNK �0 REMAIN TWIN- EXISTING OAK TO REMAIN LANDSCAPE CALCULATIONS N I 1. PERIMETER LANDSCAPING ADJACENT TO PUBLIC RIGHT-OF-WAYS ❑ A. EXISTING EAST PROPERTY LINE - OLEANDER AVENUE N 112 LF - 30 LF (DRIVEWAY) - 5 LF (SIDEWALK) = 77 LF REWIRED: 1. 15 FT LANDSCAPE STRIP OR T7 LF X 15 FT = 1,155 SF 2. 1 CANOPY TREE PER 30 LR 1 TREE / 30 LF X 77 LF = 2.6 OR 3 TREES 3. CONTINUOUS HEDGE: 1 SHRUB PER 2.5 LF OR 1 SHRUB / 2.5 FT X 77 FT = 30.0 OR 31 SHRUBS PROPOSED 1. WE ARE PROPOSING 1,155 SF TOTAL AREA AS SHOWN ON THE PLANS. L1.1 U.1 2. 3 PROPOSED CANOPY TREES 3. 31 PROPOSED SHRUBS y 0 0 5 II. - Of A. NORTH PROPERTY LINE PARKING AREA aw � IR. IRED: TALL OPAQUE FEATURE ALONG PARKING AREA - 48 1F + 30LF = 78 LF X 1 SHRUB 15 FEET = 31.2 OR 32 SHRUBS / 2. T TREE / 30 LF ALONG PARKING AREA (n 5 V) 5 - 48 LF + 30 LF = 78 LF X 1 TREE 130 FEET = 2.6 OR 3 TREES I,JGd IJ PROPOSED: 1. 32 PROPOSED SHRUBS 2, 3 PROPOSED CANOPY TREES Ct B. SOUTH PROPERTY UNE PARKING AREA � r N REfllALL ppAp�}� FEATU E ALONG PARKING AREA 4- 407 LF' X 1 DRUB 25 FEET m 1618 OR 163 SHRUBS 2. 1 TREE. [ 30 LF ALOhIG PARKING AREA N - 407 Lt X 1 TREE / 30 FEET = 13.6 OR 14 TREES \ tL C-)w PROPOSED: 1. 163 PROPOSED SHRUBS D3 o co IJ c� w O C5 X w Gcc Wi13 2. 14 PROPOSED CANOPY TREES o ?z a w� m z :5: II. OFF-STREET EWING INTERIOR Wi�SCAPING � � w � - O � w r I - REQUIRED: Dec p E�0ooFm 1• 1 SF OF INTERIOR SE AREA LANDSCAPING OF SF INTERIORICULAIR ULANDSCAPE 1or 0 n W w 19,82.5 SF XX 11 SF = 1 01.4PER 11,,102 AREA Q w �- O 2. MINIMUM LANDSCAPE ISLAND AREA OF 18D SF 0 of 0 3. 1 CANOPY TREE PER 180 SF AREA WITH SHRUBS AND GROUND COVER w = ¢ a W w 1,102 SF X 1 TREE / 180 SF = 6.1 OR 7 TREES 0000 0 ¢ 3 Q w PROPOSED m m IN Gn0 cr o c� LJ fn 1z w a 1. 1.102 SF LANDSCAPE AREA of N � 7 IIu r � z X o0 - U 2. 180 SF MINIMUM LANDSCAPE ISLAND O ❑ Z = F v Z 0 3. 1 EXISTING TREE CREDIT AND 6 PROPOSED CANOPY TREES Z 2 I,u ;: o w w ­3 IN. UWNG TREE MITIGATION FOR REMOVED OAK TREES MITIGATION TOTAL d vi p kUi GViT w w a a 3 I LNG TREES INCHES QUANTITY TOTAL RATIO MITIGATION OAK TREE 12 1 12 2:1 24 OAK TREE 14 1 14 21 28 OAK TREE 18 2 36 2.1 72 OAK TREE 20 2 40 2:1 BO OAK 'TREE 24 2 48 2:1 96 8 300 INCHES EXITING TREE MITIGATION CREDIT - OAK TREE MITIGATION TOTAL ' INCHES QUANTITY TOTAL RATIO CREDIT J OAK TREE 8 2:1 OAK TREE 10 3 30 2:1 60 OAK TREE 12 1 12 2:1 24 -� OAK TREE 14 6 84 2:1 168 OAK TREE 24 1 24 2:1 48 12 316 INCHES ❑ TOTAL MITIGATION REQUIRED FOR EXISTING OAK TREES IS 300 INCHES TOTAL MITIGATION CREDITS FOR EXISTING OAK TREES IS 316 INCHES WE HAVE 16 INCHES OF CREDITS AVAILABLE FOR OAK TREES. NO MITIGATION IS REWIRED FOR THIS SITE. IV. EIRS1ING TREE MITIGATION - PALM TREE MITIGATION TOTAL 101 CLEAR EXISTING PALM TRUNK -TO BE REMOVED 0 TWIN EXISTING OAK TO BE REMOVED CT QUANTITY C �I Fi TO 14 1 MITIGATION Q TOTAL MITIGATION FOR EXISTING PALM TREES IS 10 TREK O WE ARE REWIRED TO PLANT 10 PALMS. LANDSCAPE MATERIAL SCHEDULE SYMBOL AMOUNT BOTANICAL NAME COMMON NAME SIZE HGT OTHER NATNE 3 4uercus virginiano 'Wghrfse' LIVE OAK 2.5° DBH 12' 6' SPREAD YES 23 Ilex attenuate 'Eggleston' EAST PATATKA HOLLY 2.5' DBH 12' 6' SPREAD YES 14 Sabal palmetto CABBAGE PALM 6" IAT 12' 6' SPREAD YES Ocpo ^ OVB 226 Viburnum obovatum WALTERS VIBURNUM - 48 30° O.C. YES DENOTES DESIGNATED LANDSCAPE AREA 5� EXISITING FIRE HYDRANT ' 186 NORTH OF NORTH �I N �tOPERTY LINE 32.0' ST LUCIE COUNTY TRIM 1W PNAGE I I DRAINAGE R/W CANAL #14 141NOF PERIMETER LANDSCAPE ADJACENT TO R/W -BIN 3e o 806 SF 121 it1. ppRR++ AATE LL ggTTgq77�� � TOPVE�'V.I!_F fON NAw TRIM E. INV. ELEV. = 5.25 NAVD PROPOSED 140 LF Q 2" PV FORCE MAIN 11. INV=5.0' 9ti PROPOSED 42 LF » X 9' , X "I 12.25' � 6", PVC GRAVITY SEWER 6� ®1 % SLOPE ` ss 11. X 24' 13. 5� ' X10' �M 1 0g LAX T 2l1v 31 g 4� - - �® - -+�- CLEAR x11� 1 28 INTERIOR LANDSCAPE I RUN 121N I I ISLAND-220 SF TREE 1 sars a 1 I 61N ZipNl - I I c, ■ 9,87' X 5 s 1 C 101N j< { 5' B£N 2 10' CLEAR ' ono [a 161N TRUNK . UNIT 5 UNIT 4 10- UNIT 3 UNIT 2 UNIT 1 r 18 I '� °O OFFICE/WAREHOUSE OFFICE/WAREHOUSE X OFFICE/ WAREHOUSE OFFICE/WAREHOUSE OFFICE/WAREHOUSE r T�^ PROP. 341LF 101N QK F. ,50012.00' F.F. 'S0012 00' F.F. 'S0012 00' F.F. '50012 OD' F.F. 'S0012 00' u',,,I 14" PVC WATER 10' CLEAR z 7 �c MAIN TRUNK rcctic`� U ...�.- 1B►T 1 ;i +RAr � 2 6 3a 10 CLEW x M � X 10. f; � OD 41N TRUNK " a y' �� 4 P PVC 40 LF SIN k7, m� ■ ■ ■apnm■ ■.' / � � '� 45' 6 ND ��d: X »I�; 9s, MAIN R - s - r sE x X L R o S 0;, < R` �y bax v ' i r ♦ X ■ 81N �^SIN u<Ff1' DS g0 X 9' U) W W W J r= V _ (0 0 (� L QCI Q) Z co IY v O L L to O _ 1) o O C) {} W w -0 V) O 00 J C� z � Q C: Z O W W 4�3 3 1- -0 CC N r cn ❑ [If 0') � g LU C)t� - Q U) 6z IL- L O T` O 00 LL U) CO m LT_ U) W v w 3: Qv Lj- IY NCU j v Q CD o� Z CV tiff J T W C� ~ w Z > Z J �az0- Q LLJ aZJV) ��a 12 _ 0 J I) D Z r< a I r EWGINEER CERTIRCA770N \ ®®®�W111111891100, No I' 7890 ° e e ° 2 a e MEN Man IN ��e: STATE of :41 0 0 ODAH B. BITRE L REG. NID 57396 r-n Ynt)nl DATE: PROJECT NO. SHEET 20--os3 02 O O NOTES: 120° N CN A. WASHINGTONIA % 1. FIVE (5) LAYERS OF BURLAP TO cp N PALMS SIMILAR WI 120' 1. MINIMUM OF NINE (9) GOOD PALMcq BOOTS INTACT. r FRONDS; PRUNE AND TIE f PROTECT TRUNK o T I t FRONDS WITH HEMP TWINE. ` 120' 2. TWO STEEL BANDS TO SECURE I N B. SEE PLANS AND j 1 SABAL PALMS TO BE 120° SPECS. FOR PALMS WI 12 120° SELECTIVELY "HURRICANE CUT", PLAN BATTENS 1. TREES, PALMS, AND LARGE SHRUBS (15 GAL BOOTS TO REMAIN ON "� LEAVING ONLY NEWLY- 3. FIVE 2 X 4 X 18"L WOOD BATTENS � OR GREATER) SHALL BE PLANTED IN 1. TRUNK TRUNK. PLAN EMERGING GROWTH. SIMILAR MANNER 2. 3" MINIMUM OF MULCH AS C. FINAL TREE STAKING 1 4. THREE (3) 2" X 8' LODGE POLES. Z SPECIFIED, WHERE TREES ARE DETAILS AND 2. 5 LAYERS OF BURLAP TO DRILL, USING GALVANIZED 2. 3" MINIMUM OF MULCH AS SPECIFIED. w w PROTECT TRUNK. SCREWS, TO BATTENS AND 2" X WHERE TREES ARE PLACED IN SOD, MULCH PLACED O ER MULCH RING FOR PLACEMENT TO BE RING FOR TREES COVER ROOTBALL SIDES TREES COVER ROOTBALL SIDES APPROVED BY 3, FIVE (5) 18"L, 2X4 WOOD 4" STAKES. NO SCREWS SHALL AND EXTEND 1$" BEYOND ON ALL SIDES. NO Q U 1 AND EXTEND 18" BEYOND ON ALL OWNER. BATTENS. UNTREATED, #2 '� PENETRATE TREE. FLAG AT MULCH SHALL BE PLACED OVER TRUNK. W MIDPOINT AND AT BASE. a a SIDES. NO MULCH SHALL BE w w D. CONTRACTOR SHALL PLACED OVER TRUNK. 8 °- 2 4. SECURE BATTENS WITH TWO (2) , C� ASSURE 3/4" CARBON STEEL BANDS TO �--�� c] O P% PERCOLATION OF ALL 5. 2" x 4" x 3' (MIN), P.T. WOOD � 1 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL Id 3. SHALLOW/ WIDE PLANT HOLE; TOP HOLD BATTENS IN PLACE. NO �'lV cn PLANTING PITS PRIOR STAKES BURIED 3" BELOW BE 3X THE SIZE OF ROOTBALL. SHALL BE 3X THE SIZE OF NAILS SHALL BE DRIVEN INTO 5 5 ROOTBALL. TO INSTALLATION - 3 PALM. HEIGHT Of BATTENS ;; ,' "f �. 1 FINISHED GRADE. Ld 4. FINISHED GRADE - LANDSCAPE SOIL REFER TO POOR CA SHALL BE LOCATED *., 6. FINISHED GRADE (SEE GRADING 4. FINISHED GRADE - LANDSCAPE SOIL DRAINAGE CONDITION 5. FIND TOP -MOST ROOT ON ROOTBALL; PROPORTIONATELY TO THE PLAN) DETAIL. 2 POSITION ROOTBALL SO THIS TOP ROOT IS 5 5. FIND TOP -MOST ROOT ON 4 HEIGHT OF THE PALM FOR NOTES: 1-2" ABOVE LANDSCAPE SOIL. (APPROX. 10% ROOTBALL; POSITION ROOTBALL SO ADEQUATE BRACING. , -.. A. ALL TREES SHALL BE PLUMB OF ROOTBALL SHALL BE ABOVE LANDSCAPE 2 THIS TOP ROOT IS 1-2" ABOVE OA=OVERALL PALM 5. THREE (3) 8'L 2X4 SUPPORTS. •� `' , - '`"_ 3 VERTICALLY WITHIN A 5 SOIL) O 10°/n of LANDSCAPE SOIL. (APPROX. 10% OF HEIGHT (MEASURED 5 NAIL (DRILL AND NAIL IF TOLERANCE OF THREE DEGREES, u 2 6. BERM SAIL SD THAT TOP OF BERM IS JUST µ U � w D rootball ROOTBALL SHALL BE ABOVE TO TOP OF BUD) CT NECESSARY) TO BATTENS AND 2" r a UNLESS OTHERWISE DIRECTED 10% of o m O p w v w v 3 LANDSCAPE SOIL) X 4" STAKES. PALMS SHALL BE 4 BY OWNER'S REPRESENTATIVE. rootball BELOW THE TOP 10% OF THE TOP OF THE m o X w Z rw t/1 CT=CLEAR TRUNK GW 6 PLUMB VERTICALLY UNLESS 4 ROOTBALL. SLOPE DOWNHILL PORTION OF CO Ix - w y m z Ogg MEASURED TO 6. B & B OR CONTAINER (SEE of ( OTHERWISE NOTED. BERM AS REQUIRED TO MEET EXISTING B. FINAL TREE STAKING DETAILS w p w a :3 BOTTOM OF - ;I,...�i 6 GRADE. � � Osw��ww= SPECIFICATIONS FOR ROOT BALL 7 AND PLACEMENT TO BE ww. I� is`.: 7. B & B OR CONTAINER REMOVE ALL O a o o LEAF SHEATHS) M� d .:. 4 0 ¢ ' 6. PROVIDE FLAGGING AT MIDPOINT "� �-r. � � � Z = O REQUIREMENTS). APPROVED 8Y OWNER. ti „ , F„ ° ,.y� '" ;z vy J II b' rt rac °: AND BASE OF SUPPORTS. M. SYNTHETIC MATERIALS FROM ROOTBALL. w w w p w a- ___ .-•.:�...... , �ia9d'�'s�� .c�x�4�x.. :i;._�.. GW=GRAYWDdq �.... ....._ � � .���• ,,. r�,±-'=� �c�. z - a '` `"° "sy "; ;`� �' , (SEE SPECIFICATIONS FOR OTHER ROOT O = w 3 3 oU 7. REMOVE ALL SYNTHETIC MATERIALS (MEASURED TO TOP 8 C. ALTERNATE TREE ANCHORING � "� OF HARDENED a __3"}� .. •e. Aix 7 ) 2 H w TRUNK VISIBLE AT THE SURFACE OF THE " ` -' Pe �� y BALL REQUIREMENTS Wm eL .._.f a• 7 FROM ROOTBALL. 7. TOP -MOST ROOT SHALL BE } SYSTEMS MAY BE SUBSTITUTED EXISTING?., I - .I• I s� $ c,y m a q U w a a 8. ROOTBALLS SHALL BE PLACED ON ) FOR WOOD STAKING SYSTEM GRADE �':"" ��• _p ? ; 8. ROOTBALLS SHALL BE PLACED ON o � ,�i a- , r- �� } I R ROOTBALL, SLIGHTLY ABOVE - I - -»'�- UNDISTURBED SOIL TO PREVENT SETTLING. I m m a a UNDISTURBED SOIL TO PREVENT 9 UPON APPROVAL BY OWNER OR (DASHED) r -� I o m m FII o w e U] Z w O SETTLING. SURROUNDING GRADE. _ _ 8. 3° SPECIFIED MULCH 6 OWNER'S REPRESENTATIVE y1 - 8 3X ROOTBALL DIAMETER -' 11 I ♦ - O c� o 3X ROOTBALL DIAMETER NOTES: _ - 9. FINISH GRADE = 4 " � _; ;g � "'' I'=I' 8 - I I NOTES: $5 U In w 3 Z w � n APPROVED SYSTEMS 0 A. CONTRACTOR SHALL ASSURE *BROOKS TREE BRACING O A. CONTRACTOR SHALL ASSURE �u w w Wri, O 4z 10. 24"L MIN. 2X4 P.T. WOOD STAKES, U = = O W PERCOLATION OF ALL PLANTING (MIN.) _ 3 ARBOR TIE TREE BRACING A PERCOLATION OF ALL PLANTING PITS PRIOR 085" p Q U rr� - r w o d « 7116" " ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A PITS PRIOR TO INSTALLATION. ' NAIL TO SUPPORT POLES - ALL TREES SHALL BE PLUMB VERTICALLY _ +� -- _•• TO INSTALLATION. 14^ TOLERANCE OF THREE DEGREES, UNLESS WITHIN A TOLERANCE OF THREE DEGREES, B. FINAL TREE STAKING DETAILS AND --- �- r, 10 1 .., r D. RUBBER HOSEIWIRE SYSTEMS B. FINAL TREE STAKING DETAILS AND OTHERWISE DIRECTED BY OWNER'S -�I I:;._, > 5 ARE NOT ALLOWED. UNLESS OTHERWISE DIRECTED BY OWNER'S PLACEMENT TO BE APPROVED BY t---, : 11. PREPARED PLANTING SOIL AS "' PLACEMENT TO BE APPROVED BY OWNER. REPRESENTATIVE.,:- (�� ° € - " REPRESENTATIVE. OWNER. M I E 11 SPECIFIED C. SEE PRE -APPROVED STAKING METHODS, .085" C. SEE PRE -APPROVED STAKING THIS SHEET �j TREE PLANTING METHODS, THIS SHEET PALM PLANTING AND STAKING LARGE TREE STAKING - 100 GAL + OR B&B 4" + PLANTING ON A SLOPE Q85„ 1/2,, V cD E SECTION NTS SECTION NTS SECTION NTS SECTION NTS J N U • � 43 1. BASE OF TREE SHALL BE PLANTED CL 3 1. FINISH GRADE SLIGHTLY ABOVE ADJACENT FINISH NOTES: J © C GRADE. REMOVE ALL TWINE & STRAPS & 36" (MIN) TO CENTER F� 2. BACKFILL WITH SPECIFIED TREE ROOT BARRIERS ARE A Q �- PREPARED PLANTING CUT BURLAP FROM TOP 113 OF ROOTBALL. OF TRUNK = MECHANICAL BARRIER AND ROOT Z (O O (D 6 SOIL MIX A5 SPECIFIED. ACCEPTED. HETIC BURLAP WILL BE +,{ at , DEFLECTOR TO PREVENT TREE ROOTS DOUBLE TOP EDGE ��'�// Lu co Lu co � A FROM DAMAGING HARD- SCAPES AND W V) 3. FILTER CLOTH, MIRAFI 2. 3" MINIMUM OF MULCH AS SPECIFIED. w, y.: b LANDSCAPES. ASSEMBLED IN Z LONG O WHERE TREES ARE PLACED IN SOD, 24" MIN ° r „ lqn, ° ° O 50OX OR BETTER (MIN) „ p, MODULES TO CREATE VARYING SIZES OF ROOTBALL 4. 12" CLEAN SAND, 3 MULCH RING FOR TREES SHALL BE 8' STONE MULCH "� . r. CYLINDERS FOR SURROUNDING ROOT Q O Q_ 00 r 1. FINISH GRADE DIAMETER (MIN.) OR AS DIRECTED BY `.. BALLS (SURROUND PLANTING STYLE) OR W LU L COMPACTED. ADJUST 5 OWNER'S REPRESENTATIVE. °°° -.- FOR LINEAR APPLICATIONS DIRECTLY O m J O 2. HORIZONTAL 2X2 LIMITS OF LAYER THICKNESS 50 -,-: c s 2 1/4" _ ¢ N i -I BESIDE Z ROOTBALL gg - ! 13ES A HARDSCAPE ADJACENT TO ONE SCREWED TO 2X2 TREE/ TOP OF ROOTBALL 15 1 3. DIAMETER OF TREE PIT TO BE TWICE THE 9 I I I I I -1 9 3 E j- THE TREE (LINEAR PLANTING SHRUB PIT F�,P AT LEAST 1"ABOVE "---I -III- wI°I' SIDE OF Z STAKE. ALL WOOD + DIAMETER OF ROOTBALL-ROUGHEN SIDES STYLE). S L 318^ 085" O Z IL' W SHALL BE #2 FINISHED GRADE. 2 OF TREE PIT. A. MATERIALS Z O_ W (D LIMITS UNTREATED. 4. 3" HIGH SOIL SAUCER/WATER RING NOTES PLANT PIT 5. SLOPE BOTTOM TO g ~ 3. 3-1/2"' DRYWALL DRAIN 3 AROUND TREE. * CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 1 • THE CONTRACTOR SHALL FURNISH AND W Q_ Q � � '.• SCREW, THREAD SIZE 1 6. t18" 0 AUGURED HOLE 4 5. TOPSOIL MIX BACKFILL INSTALL TREE ROOT BARRIERS A5 SPECIFIED. N O �q 12, SHARP POINT, PENETRATE THROUGH * STONE MULCH: 24" MIN. FROM BUILDING, INSTALL STONE MULCH. MULCH TYPE TO THE TREE ROOT BARRIERS SHALL BE � Cf N M PLAN 5 BE RUSTIC RIVER ROCK OR OWNER'S REPRESENTATIVE APPROVED EQUAL. STONE PRODUCT # UB 24-2 AS MANUFACTURED BY ANTI -LIFT GROUND LOCK � O w rn FULL THREAD, BLACK OCCLUDING LAYER TO NOTE: MULCH TO BE INSTALLED TO A DEPTH OF 4"-6" (MIN.) DEEP ROOT PARTNERS, L.P. 345 LORTON AVE. w PHOSPHATE FINISH WATER TABLE OR TO A y j `,%w 9103, BURLINGAME, CA (800-458-7668), OR E ti 0) DEPTH OF T TO ti �� •tiff �` �^ :*,.. �' IF SITE CONDITIONS REQUIRE GUYING OF THE i� APPROVED EQUAL. THE BARRIER SHALL BE ,� C� Q I ; +i A+,, TREE, GUYING DETAILS FROM SMALL TREE ZIPPER JOINING SYSTEM Z N PLAN 4. VERTICAL STAKES ASSURE PROPER •�*,«� PLANTINGS ADJACENT TO BUILDINGS BLACK, INJECTION MOLDEDPANEL5,Of0.085" L� PERCOLATION. +//! // PLANTING SHALL BE USED. r� SHALL ABUT SIDE OF _;�;"":" � ' ""° � �\ � WALL THICKNESS IN MODULES 24" LONG BY 3X ROOTBALL ROOTBALL 2 7. BACKFILL WITH 112" - �'/ dj /; // %/ / %/. i *Y }. `/ SECTION NTS 24" DEEP; MANUFACTURED WITH A MINIMUM W O ~ W DIAMETERw r ,; 314" GRAVEL. p M 50% POST CONSUMER RECYCLED Z z ~ 5. STAKES TO EXTEND F I 3 MULTI -TRUNK TREE PLANTING DETAIL POLYPROPYLENE PLASTIC WITH ADDED W Z L1L] LL I < • ZIPPER JOINING SYSTEM 1.i.1 CD 2 1 INTO NATIVE SOIL BY } 8. WATER TABLE. DEPTH W G ( 1-112 X THE ROOTBALL fi ? l ( NTS ULTRAVIOLET INHIBITORS; RECYCLABLE. EACH 1 r..- ° 4 VARIES) SECTION PANEL SHALL HAVE: T DOUBLE TOP EDGE FOR W O_ w DEPTH MIN. B. CONSTRUCTION AND INSTALLATION n pGDE � - tlTlllil�pG� - PREVENTION OF ROOT W J L� > s` WIDTH VARIES - SEE PLANS C OVER GROWTH 5 NOTE: 1. THE CONTRACTOR SHALL INSTALL THE TREE •oe►aw+ LY CO NOTE: F� W {r :.:: �a ag - E:- ROOT BARRIERS WITH THE NUMBER OF V Z , r}Tr l,u a FOR A PARKING ISLAND 1 �. J ==ei,. • ,;,.,.. I�° IF SPATIAL I 2 3 PANELS AND IN THE MANNER SHOWN ON THE �.+ i3 ° PLANTING SITUATION, r` REQUIREMENTS aq - 6 DRAWINGS. THE VERTICAL ROOT DEFLECTING 90° ROOT DEFLECTING RIBS I, - co CONTRACTOR TO BACKFILL , PRECLUDE STAKING WITH a " RIBS SHALL BE FACING INWARDS TO THE INTEGRAL PART DF PANEL Q) Z_ N +s 8 o ENTIRE LENGTH OF 4 THIS METHOD, SUBMIT °� ^'' 7 ROOT BALL AND THE TOP OF THE DOUBLE = r- c =q a� jT(I PLANTING AREA TO WITHIN q � I ALTERNATE FOR &II EDGE SHALL BE 112" ABOVE GRADE. EACH OF 6" OF BACK OF CURB OR ° ° r LANDSCAPE ARCHITECT'S a°� a `� a°° °° � ° ° � THE REQUIRED NUMBER OF PANELS SHALL BE y � � 2 8 EDGE OF PAVEMENT, SITE PLAN qa ° ° - t�W 5 APPROVAL PRIOR TO � CONNECTED TO FORM A CIRCLE AROUND THE V r � INSTALLING PLANT. ±18' ROOT BALL OR WHERE SPECIFIED JOINED IN A PANEL 0,085" (2.16MM) V J V ~ SECTION SECTION APPROVED 1:5 LINEAR FASHION AND PLACED ALONG THE THICK POLYPROPYLENE 1:5 -'P ; r .. - *- ADJACENT HARDSCAPE. F� February 10, 2021 F,:.....„. 3 k ;� ( PATENTED MOLDED GROUND STAKING - UP TO 65 GAL. OR B&B TO 3-112 CAL. POOR DRAINAGE CONDITION -I= - 2, EXCAVATION AND SOIL PREPARATION SHALL " 7 I.. L LOCKING ANTI -LIFT PADS Approval Date �'� _ I ° -�,+ = CONFORM TO THE DRAWINGS (SEE DETAIL "B") PLAN/SECTION NTS PLAN/SECTION NTS- ��.e� ,. 3. THE TREE ROOT BARRIERS SHALL BE PD5 Order 2021-006 BACKFILLED ON THE OUTSIDE WITH 3/4" TO 1 f"°� ROUNDED EDGES FOR SAFETY W 1/2" GRAVEL OR CRUSHED ROCK AS SHOWN Approval order # PLANTER ISLAND NOTES ON THE DRAWINGS. NO GRAVEL BACKFILL IS AND STRENGTH [� REQUIRED FOR A LINEAR PLANTING Q 1. CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE r , '_`, PLANS).24" DEEPROOT TREE ROOT BARRIERS V) Q �,✓`J j CAR DOOR 2. CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, �--- " 11 +3 0 SEE PLANS. SEE DETAIL'/' FOR PLANTER MEDIANS ADJACENT TO PARKING SECTION NTS W TO CENTER OF J SPACES. 1. FIND POINT WHERE - NEAREST SHRUB 3. 1" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH. Q BEST FACE OF SHRUB/ X TOPMOST ROOT EMERGES GROUNDCOVER TO FACE FROM TRUNK WITHIN 2" OF / EXCAVATE CONTINUOUS 36" DEEP (FROM TOP OF CURB) FOR ENTIRE LENGTH J FRONT OF PLANTING BED. SURFACE. CLEAR EXCESS •`/ J AND WIDTH OF ISLAND &BACKFILL WITH APPROVED PLANTING MIX. + + SOIL IF NECESSARY. PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REFER TO PLANT r`- --- - ° q 8 q 2. TOP 10% OF SHRUB AND I X. a °� REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). IF CONSTRUCTION OPERATIONS MUST TAKE PLACE WITHIN THE CROWN SPREAD AREA, INSTALL 6 IN. OF WOOD SCHEDULE FOR SPACING + �- + 2'-0" ° r ° ° q GROUNDGOVER ROOTBALLS _.... � � • ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION CHIPS ON TOP OF THE SAIL TO PROTECT IT. USE PLYWOOD MATTING OVER MULCH IN AREAS WHERE TO BE PLANTED ABOVE THE MIN. CLEAR RATES ARE 2" PER HOUR OR LESS. EQUIPMENT MUST OPERATE. PROTECT THE TRUNK OF THE TREE WITH PLANKING LOOSELY CABLED AROUND MAINTAIN 12" DEAD ZONE + + + -� y I THE TREE TO REDUCE SCARRING BY EQUIPMENT. REMOVE PLANKING, MATTING, AND MULCH AS SOON AS AT BED EDGE (TYP) LANDSCAPE GRADE. DO NOT ; BED EDGE PLAN COVER EXPOSED 10% ON I : °° ii r PLANTED PARKING LOT ISLANDS I MEDIANS OPERATIONS ARE FINISHED. A BARRIER SUCH AS THAT ILLUSTRATED CAN KEEP CONSTRUCTION EQUIPMENT AND PERSONNEL FROM COMPACTING THE SOIL AROUND TREE ROOTS. SIDES WITH SOIL. PARKING ISLAND, SIDE DETAIL " " 3, PRUNE ALL LIKE SHRUBS 2 SECTION NTS GENERAL INFORMATION ABOUT CONSTRUCTION AROUND EXISTING TREES Q cr WITHIN A PLANTED MASS TO 1 GREAT CARE SHOULD BE TAKEN NOT TO COMPACT, CUT, OR FILL THE EARTH WITHIN THE CROWN AREA OF W ACHIEVE A UNIFORM EXISTING TREES. MOST TREE ROOTS ARE LOCATED IN THE TOP 6 TO 18 IN. OF THE SOIL, AND OFTEN SPREAD ' n MASSIHEIGHT. ,..��. _ +3-0" CONSIDERABLY FARTHER THAN THE DRIP LINE OF THE TREE. COMPACTION CAN CAUSE SEVERE ROOT DAMAGE V J Q 4. 3" MINIMUM MULCH AS - �� TO CENTER OF AND REDUCE THE MOVEMENT OF WATER AND AIR THROUGH THE SOIL. TO AVOID COMPACTING THE EARTH, DO 3 4 6 5 7- SPECIFIED COVER „„ NEAREST SHRUB TREE & ROOT PROTECTION ! ROOT PRUNE TRENCH DETAIL CUT WITH ROCK SAW OR NOT OPERATE EQUIPMENT OR STORE MATERIALS WITHIN THE CROWN SPREAD. O ENTIRE SHRUB ROOTBALL �'" TRENCHER (FILL AFTER BEFORE CONSTRUCTION BEGINS, INJECT THE SOIL WITHIN THE CROWN AREA OF NEARBY MATURE TREES WITH 1 2 OR CREATE 'WATER RINGS' WITH SOIL) COMMERCIALLY PREPARED KELP -BASED FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE : W ONLY COVER SIDES OF w� :^ 10% of ROOTBALL WITH MULCH)- TREE ROOTS. PRUNE TREE ROOTS AT THE EDGE OF THE ROOT SAVE AREA, AS ROOTS PULLED DURING g I - o q V GRADING CAN SNAP OR SPLIT WELL INTO THE ROOT SAVE AREA. ROT AND DISEASE THAT ENTERS DYING rootball °�" _ ....... 2,_0•:. r...r °e o� e ° , ° q:: ti O O 5 SPECIFIED FOR RE BED _ , r 0. ROOTS IN COMPACTED OR FILLED AREAS CAN MOVE INTO THE TREE IF ROOT PRUNING HAS NOT BEEN CARRIED OUT. INSTALL TREE PROTECTION FENCING AND SILT PROTECTION AT THE LIMITS OF CONSTRUCTION ACTIVITY r , - .� •„ - NEAR T �J GROUNDCOVER BED. J R, Ir ,e` drTf�t TREES, mm MIN ' $. FINISHED GRADE (SEE "`_"_ � �. ,a a f� a u g $,. 'r` •,;°�'• 7 - T _ GRADING PLAN). Till '� .' i ;;,`a DURING CONSTRUCTION, APPLY ADDITIONAL WATER IN THE CANOPY AREA TO COMPENSATE FOR ANY ROOT it LOSS BEYOND THE CROWN SPREAD. HAVE ALL MATURE TREES INSPECTED BY A CERTIFIED ARBORIST BEFORE 7. PREPARED PLANTING SOIL PARKING ISLAND, NOSE --IN DETAIL CONSTRUCTION BEGINS, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE ALL DEADWOOD, AND TREAT ALL =. i =-? r-- I A5 SPECIFIED. NOTE: WHEN TREES FOR EXISTING INSECT AND DISEASE PROBLEMS, WHEN POSSIBLE. BEGIN FERTILIZATION AND PROBLEM �aHE£R �RT�FTCAAON GROUND- COVERS AND d TREATMENTS AT LEAST ONE FULL GROWING SEASON BEFORE CONSTRUCTION. 7 SHRUBS USED IN MASSES, 1, INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES A5 ®��®r��y®®®� 8 ENTIRE BED TO 8E SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS NOTES: ®®.%. *sees 2X ROOTBALL DIAMETER SECTION SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE 1. CONSTRUCT TREE PROTECTION BARRIER 1 SIGNS AND SILT FENCE PRIOR TO ANY SITE WORK. ® ••°° °•o�a/��� AMENDED WITH PLANTING 2. ARBORIST TO ROOT PRUNE AND PREPARE SOIL: INJECT SOIL WITH COMMERCIALLY PREPARED KELP -BASED ®% Q ••�►e� �0•eo' ®®®� * ALL SHRUBS AND GROUNDGOVERS SOIL MIX A5 SPECIFIED. FERTILIZER AND MYCORRHIZA FUNGUS DEVELOPED TO INVIGORATE ROOTS. ® o �07�ss o SHALL BE PLUMB VERTICALLY, UNLESS 8. SCARIFY ROOTBALL SIDES 3. ARBORIST TO INSPECT TREE PRIOR TO CONSTRUCTION, TO IDENTIFY ANY SPECIAL PROBLEMS. REMOVE ° ° OTHERWISE DIRECTED BY OWNER'S AND BOTTOM. 2. CURB OR PARKING LOT EDGE, BY OTHERS ■a■ le ALL DEAD WOOD, AND TREAT TREE FOR ANY EXISTING INSECT AND DISEASE PROBLEMS. o ° REPRESENTATIVE. 4. DURING SITE WORK, APPLY ADDITIONAL WATER IN THE CANOPY AREAS AS NECESSARY TO COMPENSATE �•� e SHRUB 1 GROUNDCOVER PLANTING PARKING SPACE/CURB PLANTING FOR ROOT LOSS BEYOND PRUNED AREAS. %9:• STATE OF PLAN/SECTION NTS SECTION NTS';r',. ®��®� i Ili P• o �p�� r 3 - AL DIAMETER OF TREE / J00M M 8n7LE CROWN \Y// A ROOT PRUNE TRENCH SEVERS ROOTS WITH A CLEAN CUT, FL, 1�6. N0. 57396 PROTECTING REMAINING ROOTS FROM CRACKING, ROT, AND DISEASE. DATE: PROJECT NO. SHEET 20-083 03 r SPECIFICATIONS- CLEARINGIGRADING1PAViNGfDRAINAGEfUTILITY CONSTRUCTION GENERAL REMOVE 12" MIN, WIDTH OF IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCT€ON", LATEST REVISIONS, BL. USED WHERE EXISTING ASPHALT AND EASE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, TO A MIN, 2" DEPTH SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIRGATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT, IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE EXISTING ASPHALT PROPOSED ASPHALT STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS ANDIOR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK, EXISTING BASE PROPOSED BASF F THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONSAND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY / F CONSTRUCTION ANDIOR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. �. '� s 4 � - ..� CLFARINGICRUBBING `'t5-' y , - v-' •- y a : THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, GRl13H, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS - ` I a - C, C,N N I I 04 0 T N I cV tvD z IN 3 LIFTS AT WhitpePer " WHITED STRIPE ETX'i g 3 6„ B OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. ro 6" MAX. LAYERS OR 98X CCIIWAI:TION DiagonalTYPICAL O O OTHER APPROVED d Aisle. _ F TO CURB OR SflEWN l( N. T.S. O U Equally S a o AiMACENT GRADING m S4 -:,�. METHOD TO ACHIEVE = 8 WHITE G Ly E 8' WHITE STRIPE .Of cr_ THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.1 FT.+- FROM THE - Oa - O< 989 COMPACTION Ill (TYP) rn W w BLUE IF HANDICAP STfT PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHA ING ROUGH GRADING AND FINAL DRESSING RE UIRED FOR THE PROPOS O WAY - - P Q EO R AP .AND ROAD EMBANKMENTS / ', w MAX WATER LEVEI. W 70 HANDICAP STALL 3000 PSI CONC. W/ 6' X 13' 10 1 p GA n_ 0_ WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST - - - - -- W W W W W ' RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR, SEEDIMULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, 4' MAX. 3 �\ ALLOWABLE DURING F- D � J n h TYPICAL W.W.F. THICKNESS I fat NOTE 5. DW. Q 0 LAYERS .��..: ^,:., .;- --- / �`ITpN � WHITE � 6" BLUE STRIPE W W ANY LOSS OF SOD OR SEEDiMULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE, AT 98% - '= m Ib Ib uJ LU m = 8 STAI31LIZFb SUBGRADE (L9R 40 sDa EXISTING SUB -GRADE PROPOSED SUB -GRADE BEDDING ROCK �11 , m m TYPICAL (98X COMPACTION AASHTO T-180) j SOD SHALL BEST. AUGUSTINE OR ARGENTINE BAHIA -AS NOTED ON THE LANDSCAPE PLANS OR CONTRACT DOCUMENTS, SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE 12' PIPE 12" 6" TYPIWHITCAL STRIPE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE 3/4" DIA. SEDD14G ROCK UNDISTURBED SAIL _ TYPICAL FILL COMPACTED TO OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF SAW -CUT OR PEA WOK WHERE O.O. EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY_ ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS 0ONDRION5 REQUIRE TRENCH WIDTH CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR, KITS _,W EXISTING TRENCH WIDTH '1N' t 4' MIN. SURFACE RESTORATION MECHANICALLY SAW EXIS11N0 PAVEMENT ------------------ //////r////// /// .' /1-11 r/r///////r / I / / /////r/////// /// //////////// / // Public Sidewalk 10' Sign No FTP-21-06 Sign No FTP-21-06 9 and FTP-22-06 Curb Ramp and FTP-22-06 20' OVERIM EM ( ) _"�� 50D OR PAVi11QIT 2.0' Sidewalk Sidewalk P� PLAN 6" WHITE STRIPE- zo O 4' O.C. 66 fll H 6t4 lT' CONCRETE �Bwl itej (Typ) WHEEL STOP - 1 � j EKCEn WHERE AWACENT 10' RAT 10 10' ' 10 12' 10, LIMEROCK BASE 11 +" TD CURB OR SDDIV K EMBANKMENT CONSTRUCTION I HUM ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO 1. WHERE SOIL CONDITIONS CANNOT BE MAKiAINED AS SHOWN ABOVE. MUCK, STUMPS. ROOTS, SRUSH.VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. EXISTING PROVIDE APPROVED MEFIDD OF OONSIIRUCIIDN. EARTH SURFACES SHALL BE COMPACTEDYPROOF ROLLED PRIOR TO PLACEMENT OF ANY EMBANKMENT MATERIAL, MATERIAL U UNLESS SS OTHERWISE SPECIFIED MATERIAL SHALL BE "TYPE 2 MATERIAL", COMPACTION: 12" COMPACT ❑ T M NI 9 ° MAXIMUM Y NS A.A_S O - 80 . E L F S. I MUM 8/ M MDR DE IN ( .H,T . T 1 ) -MIN 100 % MAX DENSITY ADJACENT TO STRUCTURES WITHIN PAVED AREAS COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER G.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND REGULAR EXCAVATION (PER C.Y.) WHEN APPLICABLE. EMBANKMENT AND BACKFILL MATERIAL'. y TYPE 1: WELL GRADED CRUSHED STONE OR CRUSHED GRAVEL (ASTM C33-71A. GRADATION 67) - /4" TO NO. 4 SIEVE. TYPE 2' SANDY MATERIAL. AND MAY BE UNCLASSIFIED MATERIAL OBTAINED FROM CONTRACTOR'S EXCAVATIONS AND APPROVED BY THE ENGINEER. THIS MATERIAL SHALL BE FREE FROM WOOD. ROOTS, HUMUS, PEAT, MUCK, AND OTHER ORGANIC MATERIALS, AND SHALL NOT CONTAIN CLODS, STONES, MASONRY, RUBBLE OR THE LIKE GREATER THAN IY2INCHES IN DIAMETER. TYPE 3: SELECT GRANULAR SAND MATERIAL, FREE OF ORGANICS WITH LESS THAN 3 % FINES PASSING THE 12CO SIEVE_ STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED To THE FLORIDA BEARING VALUE OR L.B.R. AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL MATERIAL SHALL BE MIXED TO A HOMOGENEOUS MATERIAL. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION O15 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 20N AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND TO AN LB_R. VALUE WHEN SPECIFIED ON PLANS. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S,C.) TYPE SP 9 5 &TYPE SP 12 5 A C S C SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN IN ACCORDANCE WITH SECTIONS 320 330 AND 334 OF THE R. SINEEi1N0 WILL BE RFAIRRED AS DETERMINED It THE FIELD. 3. NEW SIRtFACM MATERIALS SHALL 8E CONSISTENT WITH E1MNO Ai1D %I" HAVE LAPPED AND FEATHE'REI1 JOINTS. (1-1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO AAS.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WDH INDIAN RIVER COUNTY PUBLIC WORKS / FILO.T. STANDARDS. 8 TRENCH WIDTH V* - PIPE C.D. PLUS 2'-V TRENCH DETAILS (PAVED AREAS) GENERAL SPECIFICATIONS: ANY FLAT BLADE: ALCOA #86054.6063-T6 ALLOY, OR041CM ETCHED, DEGREASED WITH #1200 ALODiNE FINISH WITH #2277 GREEN SCOTCHUITE BACKGROUND OR to V))H EQUAL DIMENSIONS -- 6" MIN. H, 24" 30" OR 36" L. Ill , 1 STI LETTERS: NAME - 4" SERIES 'B' # 2270 , w .T SCOTCHLITE (SILVER) OR EQUAL - SUFFIX - 2" FnN SERIES AS ABOVE. POST. STEEL FLANGED CHANNEL POST WITH 11 STANDARD SPECIFCATIONS, CONSTRUCTION NOTES BAKED GREEN ALKYD OR GALVANIZED FINISH PER CEMENT CONCRETE PAVEMENT: A.S.T.M.-A-123. WITHOUT ANCHOR PLATES. CONSTRUCT PORTLAND CEMENT CONCRETE (TYPE II, CLASS 1) PAVEMENT IN ONE COURSE ON A PREPARED STABILIZED SUBGRADE IN ACCORDANCE WITH SECTIONS 346 AND 350_ Conditions of Construction STOPS Ill MUTC - PROVIDESTEELREwFORCEME w I Within F.D.O.T. Right-of-WayD ENGINEERING GRADE REINFORCEMENT WHEN SPECIFIED N THE PLANS, �� ( ) 1. The contractor shall provide a security instrument In the form of a 36"X36" AT US 1 DRIVEWAY, 30"X30" EVERYWHERE ELSE ON SITE. CURB performance bond in the estimated dollar amount of the improvements/work ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH FD.O.T. INDEX NO. 300, PROVIDE within the state road right-of-way. This dol gMoUrtt shall be LOCATION: ONE PER INTERSECTION AS INDICATED CONTRACTION JOINTS AT 10-FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3.FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. established by an amount equal to 110% of the Contractors bid proposal. INDEX NO 304. This amount will be used an the appropriate Florida Department of ON THE PLANS. ;_�_D Tra rtation (FDOI form 850-040-20. 04 93 by the engineer. This TESTING securityinstrument may be waived by the but is assumed to be I .'I THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBf1RADE. BASE. required until otherwise indiGQted, and shall be Included in the PIPE BACKFILL AND SURFACE COURSE MATERIALS- TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. contractors proposal. iv �N I 2. The contractor shall deliver to the engineer of record and to the FOOT, 5/8' R r THE SCHEDULE FOR TESTING THE ROADIPAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS', proof of liability Insurance, naming themselves as Insured. and the FDOT rry A. EMBANKMENT: DENSITY TESTS SHELL BF TAKEN AT A MAXIMUM 4F 5,000 SF INTERVALS FOR EACH 12"LIFTS CONSTRUCTED, oe an additional name insured. The policy shall contain a broad form a B AND AT ALL EXISTING PROOFROLLED EARTH SURFACES. contractual endorsement specifTeally covering the liabilities arising t IL 1r B. SUBGRADE: (1) F.B,V 1 L.B.R. (PER PLAN) TESL SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF 7 10,000 SF OR from the indemnity agreement- The policy Shall also provide: . 3/32" �4 ram) CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. - PubRc liability insurance, includin pro arty damage, th9 amount ,}� DIMENSION TOL 2,00 3.00 (MIN, OF 3 11 PER JOB) of $500.000.00 combined single imit� Occurrence. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE - A provision requiring the insurance company to notify the FDOT 30 )TEAT RADIUS 'A' t 3/321 » - 15y32-' 7/8 ' NECESSARY. days prior to the effective date of cancellation or material change 5/8" R. WHEN POSSIBLE C_ BASE: (1) F.H,V I L.B.R. (PER PLAN) TEST SHALL BETAKEN AT INTERVALS OF NOT MORE THAN 5000 SF 110,000 SF OR €n pollCy. 'g' f. 1 /8' - 1 /1� =- 1 /2 " CLOSER (MIN, OF 311 PER JOB) 3. The contractor shall notif all users of the right-of-way (utility CO's. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE eta.) of the pending work and will have all existing utilities located in EXTRUDED TYPICAL STOP 'Cr +_ 1 /161 " - 9/132" 5/16 " NECESSARY. the field,and all conflicts resolved. Documentation of this notification " » D. PIPE BACKFILL: DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 50 FT. INTERVALS, V ABOVE PIPE, 1' BELOW GRADE, MIN., shall be submitted to the engineer of record. BLADE SECTON SIGN PLACEMENT 'D' t 1 /32 3/1 B " 7/32 AND AT PIPE DEPTHS GREATER THAN 5 FT, AN ADDITIONAL TEST SHALL BE TAKEN AT MID DEPTH OF BACKFILL 4. The engineer of record and the FOOT must be notified 72 hours prior to UNCURBED SECTION E. STRUCTURES: A MINIMUM OF 1 DENSITY TEST SHALL BF PERFORMED IN THE STABILIZED SUBGRADE. AND WITHIN THE the commencement of constructan. A pre -construction meeting at the job CHANNEL POST BACKFILL FOR EACH 12" LIFT, ADJACENT TO EACH STRUCTURE INSTALLED. eke shall be arranged by the contractor, at which representatives of the F. BUILDING PAD: AS SPECIFIED IN ARCHITECTURAL PLANS, engineer of record and FOOT must (ttend. STOP SIGN DETAIL G. CURB PADS - DENSITY TEST SHALL BE TAKEN AT A MAXIMUM OF 500 FT. INTERVALS. 5. All conditions of the FOOT permit must be strictly adhered to. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. 6. All construction shall be performed In accordance with the "FOOT Standard Specifications for Road and Bridge Construction," latest edition CLEAN-UP and shall reference the FOOT Standard Specifications for Road and Bridge THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED C0n&tflratian," latest reVIstOne. CONDITION. 7. Construction specifications listed on Sheet C-3 shall be adhered to. DRAINAGE STRUCTURE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF SOD MUST BE FLUSH TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FY = 40,000 PSI, WITH SIDEW AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71, PRECAST CONCRETE MANHOLES AND STORM INLETS MAYBE USED UPON THE ENGINEER'S APPROVAL OF TYPE 'D' CURB THE MANUFACTURER'S SHOP DRAWINGS. WIDTH PER PLAN ((yySEE NOTE #8) PRECAST INLETS7MANHOLES ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC D.02 li•�i'T- TO CURB DESIGN STANDARDS", LATEST EDITION, TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. Lmmmmm CULVERT PIPES ON -STYE: 4.5 THICK CONGAETE INSTALL PIPE CULVERTS AND STORM SEWERS IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS AT THE LOCATIONS DEPICTED IN OFF' -SITE• 6.0' THICK CONCRETE MINIMUM. THE PLANS, FURNISH AND INSTALL SANDTIGHT (WATERTIGHT TO 2 PSI) PIPE JOINTS AND PIPFI5TRUCTURE JOINTS, ALL JOINTS SHALL BE GASKETED_ REINFORCED CONCRETE PIPES 3,000 P.S.I. 0 28 DAYS. (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945OFTHE �+ STANDARD SPECIFICATIONS. ADS (CORRUGATED POLYETHYLENE) SHALL BE IN ACCORDANCE WITH SECTION 948-2,3 OF THE STANDARD SPECIFICATIONS, SIDEWALK NOTES' BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 4" LIFTS TO THE SPRINGLINE MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WiTH THE IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98 % OF MAXIMUM DRY DENSITY, TYPE 2 MATERIAL SHALL BE USED FOR ALL BACKFILL, UNLESS OTHERWISE SPECIFIED IN THE "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND PLANS OR BY THE ENGINEER, CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. FURNISH AND INSTALL FILTER FABRIC JACKET AROUND ALL PIPE JOINTS AND THE JOINT BETWEEN THE PIPE AND THE STRUCTURE IN ACCORDANCE WITH DESIGN STANDARDS 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C., INDEX NUMBERS 201 & 280. USE FABRIC MEETING THE PHYSICAL REQUIREMENTS OF TYPE 3 SPECIFIED ON THE DESIGN STANDARDS, INDEX 199. THE FABRIC SHALL EXTEND A AND SHALL R IN ACCORDANCE W/ FOOT INDEX NO. 310. MINUMUM OF 12 INCHES (300 RAM) BEYOND EACH SIDE OF THE JOINT OR BOTH EDGES OF THE COUPLING BAND, IF A COUPLING BAND IS USED. THE FABRIC SHALL HAVE A MINUMUM 3. AT LEAST THREE (3) ARE COMPRESSIVE O STRENGTH CYLINDER SAMPLES SHALL BE TAKEN IS WIDTH OF 24 INCHES (600 rAl AND A LENGTH SUFFICIENT TO PROVIDE A MINIMUM OVERLAP OF 24 INCHES (600 MM). SECURE THE FILTER FABRIC JACKET AGAINST THE OUTSIDE OF FOR EACH 1 SLUMP SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER G THE PIPE BY METAL OR PLASTIC STRAPPING OR BY OTHER METHODS APPROVED THE THE ENGINEER. GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTD T-119). COMPRESSIVE STRENGTH SHALT_ BE REPORTED AT 7, 14, AND 28 DAYS. CONCRETE 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95X MAXIMUM DRY DENSITY. UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI_ ALL WORK SHALL COMPLY WITH THE 5. SURFACE WITH UGHT BROOM FINISH, CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. B. SOD ALL DISTURBED AREAS. 7. RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FOR IN PLANS RECORD DRAWINGS 8. SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR. PROVIDE MIN. 8"x8" THK'N EDGE CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES 9. PROVIDE REINFORCEMENT AS SPECIFIED IN PLAN SHEETS. MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO. HORIZONTAL LOCATION AND VERTICAL ELEVATION OF INVERT AND TOP OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, UTILITY MAINS AND AS-BUILTS OF ALL LAKE BANKS, LOTIBLDG., PADS, SWALES, If BERMS, CURBS, PAVEMENT, SIDEWALKS- DEPICTING HORIZONTAL LOCATION AND ELEVATIONS_ CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO DE FAIL AND D ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. I SIDEWALK / B I K E P A T H S P E C f C C A T i C N S THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGSlAS-GUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNEDISEALED HARD COPIES, THE AS -GUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES INSPECTIONMINIMUM CONSTRUCTION INSPECTION CHECKPOINTS I 20" 18.81, THE ENGINEER SHALL BE NOTIFIED 24 HOURS IN ADVANCE', A, PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS, B. PRIOR TO BACKRLLING ANY PIPE TRENCHES. C- UPON COMPLETION OF SUBGRADE AND COMPACTION_ D, PRIOR TO POURING CURBS, SIDEWALKS OR OTHER FLATWORK. "!III III E. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL.,"'„IIII���+)�, I F, UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING,11 I M G. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A,C,S.C. ,�' Ii!�I,�! 1-1, UPON COMPLETION OF CONSTRUCTION. Nt ACCEPTABLE TEST RESULTS MUST BE PROVIDED TO THE ENGINEER PRIOR TO COMMENCING SUCCESSIVE STEPS OF CONSTRUCTION, INCLUDING: �ii - PIPE BACKFILL AND EMBANKMENT DENSITIES PRIOR TO SUBGRAOF PREPARATION. - SUBGRADE TESTING PRIOR TO BASE PREPARATION, CONCRETE CURB OR SIDEWALK CONSTRUCTION. CASE TESTING PRIOR TO APPLICATION OF SURFACE COURSE.' WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS ANDIOR PARKING LOTS/DRIVEWAYS. TRAFFACIPAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS AND ROADWAY MARKINGS ON PRIVATE DRIVEWAYSISTREETS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF RIGHT TURN ARROW TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2019-20. 2, ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 711-001. TO BE REVERSED 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED, 4. STOP BARS SHALL BE 24" WIDE. ON -SITE PAVEMENT MARKING ARROWS 5. FOOT STANDARD PLANS FOR ROAD CONSTRUCTION, MU7CD, AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRIcS, ALL LATEST EDITIONS. N.T.S 6, ALL PAVEMENT MARKINGS FOR THE PROPOSED PUBLIC ROADWAYS AND ALL MARKINGS AT INTERSECTIONS OF PRIVATE ROADSIDRIVEWAYS WITH PUBLIC ROADS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 7. SPECIAL MARKINGS (CROSS WALK. STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX NO. 711-001. 8. ALL FOOT DESIGN STANDARDS INDICES CORRESPONDING TO THE 2019-20 EDITION. SIGNS, FINISH GRADE 1, ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS, SIGNING & GEOMETRICS, ALL LATEST EDITIONS. z 2. ALL SIGNS SHALL BE TYPE'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F. D.O T. INDEX NO. 7DO-010_ WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). Hii ALL SIGNS PLACEMEN SHALL E IN AC DRD N E WITH F D O T INDEX NO 700 101 AND INDIAN RIVER COUNTY DRAWINGS FOR PAVEMENT MARKINGS SIGNING & ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: STRUCTURE CURB CUT/RAMPS CURBING MITERED ENDS SIDEWALKS TYPE 'C' INLET TYPE 'F' INLET TURNOUTS I 2' CURB TRANSITION 3. T B G . GEOMETRICS, ;,;;•' MANHOLE FRAME AND COVER OPE]NI • MAYBE BE OFFSET. ADDITIONAL SPECIFICATIONS FOR WORK WITHIN A PUBLIC R-O-W.: • a. ADDITIONAL_ REINFORCING III �, . ► 1. THE LOCAL MEDIA SHALL BE CONTACTED A WEEK PRIOR TO ANY LANE CLOSURES ON THE STATE ROAD SYSTEM AS IT WILL OCCUR DURING PEAK HOURS OR OVER THE OPENOIG A.� E y _ 1 - ' V.SPAN OF MORE THAN ONE DAY_ CONTACT BARBARA KELLEHER, FOOT PUBLIC INFORMATION OFFICE AT 954-777-4090 FOR GUIDANCE ON WI.10 TO CONTACT. PROVIDE A COPY OF THE PRESS RELEASE TO: I l --1 TRAFFIC a , D BE �.► .► :� FLORIDA DEPARTMENT OF TRANSPORTATION 0 24 3 4" s• PUBLIC INFORMATION OFFICE a ' 3400 WEST COMMERCIAL BOULEVARD ' FORT LAUDERDALE, FLORIDA 33309 y a . , �' O G 0 I7 I] ' a + 2. ALL MATERIALS AND CONSTRUCTION WITHIN FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FD07ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION _ ' ( D 00 00 STANDARD SPECIFICATIONS {LATEST EDITION) AND THE SUPPLEMENTS THERETO. - ► 0 O O O # - 3. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN MOT FOR THE PROJECT IS IN c•a ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (60O SERIES) AND THESE DOCUMENTS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR � .e • I] q EI i STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). THE CONTRACTOR SHALL PROVIDE NECESSARY M.O.T. AS SPECIFIED IN THE PLANS AND O p . p PERMITS, AND AS DIRECTED IN THE FIELD BY THE ENGINEER OR PUBLIC WORKSIFOOT REPRESENTATIVE- a• b- • 4. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH III . A �' STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE, a• THE PERMITTED O DISASTER V CU O A T ►a' 5 IF H WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR E A ATION R UTE THE APPLIG N . AT THE D. PRF-CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN. AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS D _ / EVENTUALITIES SUCH AS HURRICANES. a I .. 6, THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE , � .. ► '' PIPE INVERT ANY EXCAVATION WITHIN THE FOOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE, .I? • . 7_ THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. a IICKHOL� �' OF RELOCATION UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR, CONTRACTOR WILL NOTIFY P i• ENGINEER IN ADVANCE BEFORE ANY RELOCATION. a ' 8, BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 954-776-4300 OR 1-800-300-8236. k6_1 8" 4'-0' MINIMUM AS REQUIRI� 8' e' U.S.F. DWG. NO. 410. OR 9. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. EQUAL MANHOLE COVER. 10. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL, LE �� �'�iNAGE" 11 _ ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED EXCEPT AT TIMES PRESCRIBED BY THE OR DEPARTMENT. ELEVATION TOP VIEW 12. LIMEROCK BASE SHALL BE A MINIMUM OF 12" AND COMPACTED IN 6" LIFTS TO 98% MAXIMUM DENSITY ACCORDING TO AASHTO-180, CONSTRUCTION TO CONFORM TO SECTION 200. BASE TO BE PRIMED AFTER COMPACTION. NOTE: 13. STABILIZED SUBGRADE SHALL BE A MINIMUM OF 12" THICK AND COMPACTED TO 98% MAXIMUM DENSITY ACCORDING TO AASHTO.180. MATERIAL TO HAVE A MINIMUM 1. 3/4' CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. L.B.R. OF ao AND CONFORM TO SECTION 160. 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH "STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.T. 14. REMOVE ALL MUCK, OVERBURDEN, AND ROOT MATERIAL 1-0 THJE RIGHT OF WAY LINE, AND BACKFILL TO THE REQUIRED SUBGRADE WITH CLEAN, GRANULAR MATERIAL STANDARD INS( No. 2DO, WITH MANHOLE TOP TYPE e, F.D.O.T. STANDARD INDEX No. 201. IN MAXIMUM 6" LIFTS COMPACTED TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99-C SPECIFICATIONS, AND EACH LIFT TESTED BEFORE PLACING NEXT LIFT. 15. FLAGGERS MUST BE PRESENT DURING THE INGRESS AND EGRESS OF CONSTRUCTION VEHCILES TO AND FROM THE PROJECT SITE. WARNING SIGNS MUST BE TYPICAL DRAINAGE JUNCTION MANHOLE ERECTED ADVISING MOTORIST OF TRUCKS ENTERING THE HIGHWAY, R N.T.S. INDEX NO. No. 304 No. 300 No. 272 No. 310 No. 232 No. 233 No. 515 TYPED' CURB OF PAVEMENT ya' TYPE 'A' TYPE 'B° YA" 14 EDGE OF DETECTABLE WARNING 5' 12' HANDICAP SIGN T ' T2 0' EITHERS OMFJItAI(Qs EITHER 2. ' OD OR PATIEOEIIT 0 PER FILM 8' CONCRETE I %" TYPE SP-12.5 ASPHALT 6 COQUINA SHELL COMPACTED (LBR 100) -IN :";;:;::: �; �:.................... 8" STABILIZED SUBGRADE (LBR 40 (98% COMPACTION AASHTO T-180 FILL COMPACTED TO 98X MAX, DENSITY SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS. ON -SITE TYPICAL ASPHALTIC CONCRETE PAVING SECTION � N N N 93% MAX. DENSITY N TYPICAL HANDICAP &STANDARD [ N N PARKING STALL TYPICAL PE TYPICAL STANDARD PARKING TYPICAL HANDICAP PARKING 1. MATERIALS AND CONSTRCUTION PROCEDURES SHALL BE IN ACCORDANCE BY THE PORTLAND D CEMENT I��TIO� R CONCRETE ARIAS' PREPARED l N 2, CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX. OF 15 FT. O.C. 0 N.T.S. STALL IN EACH DIRECTION 3. AT LEAST (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN O a 5 � I� NOTE: A). ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE STRIPED IN WH REiRO-R NE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF RTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION. 2019-2020. SECTION 711. B.) ALL HANDICAP PARKING SPAS SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FOOT STANDARD INDEX 111-001. 2019-2020 EDITION. C.) ALL COMPACT SPACES SHALL BE MARKED -COMPACT" N THE STALL OR TIRE STOP. SOD ADJACENT TO ALL MITERED ENDS VARIES 8' MIN. LIMITS OF SOD LIMITS " " EDGE OF DRIVEWAY OF OR ROADWAY SOD LIMITS OF SOD I` OF SOD I� STALL FOR EACH 10,000 SF OF PAVEMENT OR (5) PER JOB, WHICHEVER IS GREATER. (D W � �"- SLUMP SHALL BE 2 TO 4 INCHES (AASFTTO T-119). COMPRESSIVE STRENGTH N.T.S. m �� W Er z W V) N.T.S. SHALL BE REPORTED AT 7, 14 AND 28 DAYS. 4. A MIN. OF 2 FBV TESTS SHALL BE PERFORMED ON THE SUB -BASE, AND AT o x w to wIW1- mI LEAST 1 MOD. PROCTOR (AASHTO T-180) TEST FOR EA TYPE OF SUB -BASE 0 p II MAXIMUM TRENCH WIDTH MATERIAL USED• o w � w 5. CONCRETE SHALL BE A MIN. OF W THICK WiTHIN PUBLIC ROAD RIGHT-OF-WAYS, Q � Of X W X z S W 0 2 X PIPE DEPTH + W OFF -SITE SIDEWALKS AND AT ALL LOADING AREAS, DUMPSTER PADS, ABOVE FUEL I- Q I1 I a O TANKS, AND OTHER AREAS DEPICTED IN THE PLANS. OTHERWISE, THE CONCRETE U1 � J z SHALL BE A MIN. OF 4.5 INCHES THICK. z = T I w 2 J z F 6. DO NOT CONSTRUCT W.W.F. WITHIN 5 FT. OF DETECTOR LOOPS FOR MENU / ~ 3 q SIGN BOARDS. W = ¢ g W 7r,14 CE AND COMPACT 7. IF ASPHALT IS USED, THE BASE SHOULD EXTEND A MINIMUM OF 6" BEYOND THE 00 < 3 p IY § vO w IN 6" LIFTS.-, ASPHALT AND THE SUBGRADE SHOULD EXTEND A MINIMUM OF 8" BEYOND THE p N a \ ZSBASE MATERIAL I ra m R F1W TYPICAL CONCRETE PAVING SECTION N m m Z¢z U 0_0la= PE O.D. +I C9 w €Y52F Uz=<AXIMUM WIo N.T.S. 2 x I o w� W I- ��i � Wwrrz'Oaf ¢�P 9" I i ,ccI o TYPICAL PAVING SECTIONS a n cxi v�i II 1IL JCL HAND PLACED -,� LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL. NOTES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95X COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. CONSTRUCT 3' CONCRETE TYPICAL TRENCH DETAILS EXTENSION PER FDOT NOT TO SCALE DESIGN INDEX #273, FOR SIDE DRAINS SIDE DITCH GRADE : B BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS CONIC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., ETC. TRANSITION (FORMED METAL BAND) DEPEND ON TYPE AND DIA. OF PIPE. SHALL BE USED TO COUPLE THE PIPES. SIDE DRAINS: FOOT INDEX 273 CROSS DRAINS: FDOT INDEX 272 IM 2' . 2.35' MITERED END SECTION N 6 i 1-6 II TRUNCATED DOME Ln M N 0 0 o 0DOME PATTERN SHOULD BE ALIGNED WITH THE DIRECTION OF TRAVEL BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM DETWEEN DOMES. PLAN VIEW TYPE'A'JOINT TRUNCATED DOMES DETAIL N.T.S R (TYP 1 i.11 � � " d�FtC,�RQSEI --, •-SID�WALItw. ,. EXISTING SIDEWALK r•L.. TYPE 'B' JOINT y2,. r2 rrcD-iviur_L?ED EXPANSION SIDEWALK JOINTS JOINT MATERIAL WIDTH VARIES (SEE PLAN) BROOM FINISH CONCRETE SURFACE N SLOPE 1 % MINA(2% MAX.) T� ROAD �. F r.. d t %-- STABILIZED SUB -GRADE COMPACTED TO NOT LESS THAN 98% AASHTO T-180 STANDARD CROSS SECTION PLAN TYPE W JOINT N.T.S. TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. DOME HEIGHT TOLERANCE = ±,02" MAXIMUM DOME WIDTH = 1.4" TRUNCATED DOME TABLE OF SIDEWALK JOINTS TYPE LOCATION 100' MAX. SPACING, P.C.iP.T. 'A' OF CURVES, JUNCTION OF EXISTING AND NEW SIDEWALKS. 'I 5'-O" CENTER TO CENTER WHERE SIDEWALK ABUTS 'C' CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES. TABLE OF SIDEWALK THICKNESS LOCATION T' PEDESTRIAN ONLY AREAS 4" DRIVEWAYS AND OTHER TRAFFIC AREAS 6" NOTE: 1. ALL SIDEWALK STREET CROSSINGS MUST MEET THE REQUIREMENTS OF THE AMERICAN DISABILITIES ACT (ADA) COMPLIANCE GUIDE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 2. SIDEWALK CONCRETE CONTAIN FIBERGLASS REINFORCEMENT. CONCRETE SIDEWALK DETAILS -- - --- N.T.S NOTES: 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND PUBLIC STREETS SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. 3. UNLESS OTHERWISE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36" WIDE WITH A 60"x60" PASSING SPACE EVERY 200 FEET. 4. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A MINIMUM 48" LEVEL LANDING IN BETWEEN. 5. THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE A MiNIMUM OF 44" WIDE AND NOT REDUCED BY VEHICLE OVERHANGS CURBING SIGN POSTS OR OTHER OBSTRUCTIONS. S 6. SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6" INCLUDING BUT NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS, AND USE OF HANDRAILS, PER F.B.0 11-4,8, 7. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. 8. CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE RAMP SITE PLAN APPR�E� February 10, 2021 Approval Date PDS Order 2021-006 Approval order ## 2' •-- 4" 21, 11„ 11„ 2,r �N 2„ , 2„ T O O Q I " l I , -O n `NL�• 2 - 4 sr 2 1-2� � 2 TYPE 'C' CAST IRON GRATE Approx. Weight 235 Lb3. I'-. d•.. 3,-4" it \ \ (V 2'-3 5 8" A. d a . as . a : Q •- n GRATE NOTE: 1/4 a.� I. a to o 4 MMpp pTH RE31FZfrl PEAS d A 2 CLEAR I - . '-O" _I. w 't -a 1 Of Cn N - I Q V>, ; p." N=.2T No 8' A .12FB + a . I 4a • . 0. SOD PLAN VIEW SECTION TRAFFIC BEARING TYPE ' C' INLET DETAIL d CD zz E J � I p} o U jN W c>_ M Q („ ❑ v Q Q DO in � � C: O (a O O LL `@E (1) O Q ❑ Z W (DQ : O W m � A2 12 0 Z z O Q W C f� S O � h 06 ,Z O NT c4 = l a W = _ OW ti�zIL. CL _r_ _j WO 41 v i_� z �m U a _j ii W ~ LL00b W j coZ j W � Ca � L) z Q z T O ~ T �' r I _` J U r� V, Za lti r l-- ) ....J O W V / z_j Qa J W W in rU� L / K I- W Z L W J 0O U ENGMER CaERnnCA710N 01�/r. ®�®® lee OR O No 57398• • ® e* � • • - • * • �/ • ® r 'A : STATE OF ki- • � ODAH B. BITTLE L REG. NO. 57398 DATE: � L PROJECT NO. SHEET �0-083 0� Future Curb And Gutter Construction 20' R Or As Shown On Plans 9 1 _6„ 16„ �q" R -\ �'"' Same Slope As 49�� A 9 7, Adjacent Pavement I A �� r „ - Joint Sea! 1 /Z Exp. Joint z ¢ * Q A C � � ti3I°¢ ,e-� a � ` Valley Gutter Curb And Gutter TYPE E„ Exp. Joint And P- reformed Joint Fitter Concrete Pavement 6" -- -- For details depicting usage adjacent P-2"-- �^^ --, to flexible pavement, see Sheet 2. TYPE A b _ _MT1 R B Joint Seal B SECTION AA TYPE F 1' 101, i'-2" 10" P-2, - Conc. Pavt. To _ --- Slope - Qf/ Fit Driveway � t. 1/z' Exp. Joint And Preformed Joint Filler TYPE B Joint Seal Note: To be paid for as parent curb. Q �- -� UZ DROP CURB SECTION BBDROP Shoulder Line 6" 1'-10" F-2" Earth Berm 1' 61, 2' Shoulder Pavement - -- - --- Conc. Pavt. j t/z' Exp. Joint And y- % c Z" x- P h Preformed Joint Filter 3+p TYPE D �w`Q g .3'-E" _ ` Note: For use adjacent to concrete or flexible pavement, concrete - SHOULDER GUTTERshown. Expansion joint, preformed joint filler and joint seat are $" required between curbs and concrete pavement only, see Sheet 2. SECTION CC Truck Apron Surface g„ �CONCRETE CURB Specified In The Plans _..__-� _. 21 Circulating VALLEY GUTTER Roadway Pavement a•- p 1 'R When * When used on high side of roadways, the cross slope of the gutter shall 4 match the cross slope of the adjacent pavement. The thickness of the lip shall be 6", unless otherwise shown on plans. p Rotate entire section so that gurter cross slope matches slope of adjacent Z-3" circulating roadway pavement. TRAFFIC BEARING SECTION FOR USE IN For use adjacent to concrete or flexible pavement. For details depicting ROUNDABOUT CENTRAL ISLAND CONSTRUCTION usage adjacent to flexible pavement, see Sheet 2. Expansion joint, preforitted TYPE RA joint filter and joint seal are required between curb & gutter and concrete pavement only, see Sheet 2. CONCRETE CURB AND GUTTER LAST O DESCRIPTION: FY 2019-20 INDEX SHEET REVISION FDDT CUB AND GUTTED 520-001 1 of 2 11/01117 STANDARD PLANS GENERAL NOTES: 1. Cross Slopes and Grades: A. Sidewalk, ramp, and ianding slopes (i.e. 0.02, 0,05, and 1:12) shown in this Index are maximums. with approval of the Engineer, provide the minimum feasible slope where the requirements cannot be met. B. Landings must have cross -slopes less than or equal to 0.02 in any direction. C. Maintain a single longitudinal slope along each side of the curb ramp. Ramp slopes are not required to exceed 15 feet in length. D. Joints permitted at the location of Slope Breaks. Otherwise locate joints in accordance with Index 522-001. No joints are permitted within the ramp portion of the Curb Ramp. 2. Grade Breaks: Grade breaks at the top and bottom of ramps must be parallel to each other and perpendicular to the direction of the ramp slope. 3. Curb, Curb and Gutter andlor Sidewalk: A. Refer to Index 522-001 for concrete thickness and sidewalk details. B. Remove any existing curb, curb and gutter, or sidewalk to the nearest joint beyond the curb transition or to the extent that no remaining section is less than 5 feet long, 4. Curb Ramp Alpha -Identification: A. Sidewalk curb ramp alpha -identifications (e.g. CR-A) are provided for reference purposes in the Plans. S. Alpha -identifications CR-1 and CR-J are intentionally omitted. 5, Detectable Warnings: A. Install detectable warnings in accordance with Specification 527. B. Place detectable warnings across the full width of the ramp or landing, to a minimum depth of 2 feet measured perpendicular to the curb line and no greater than 5 feet from the back of the curb or edge of pavement. C. If detectable warnings are shown in the Plans on slopes greater than 5%, align the truncated domes with the centerline of the ramp; otherwise, the truncated domes are not required to be aligned. 6. Detectable Warnings - Acceptance Criteria: A. Color and texture shall be complete and uniform. B. 90% of individual truncated domes shall be in accordance with the Americans with Disabilities Act Standards for Transportation Facilities, Section 705. C. There shall be no more than 4 non -compliant domes in any one square foot. D, Non --compliant domes shall not be adjacent to other non -compliant domes. E. Surfaces shall not deviate more than 0.10" from a true plane. CURB RAMP NOMENCLATURE SITE PLAN APPROVED February 1 0, 2021 Approval Date PDS Order 2021-006 Approval Order # LAST O DESCRIPTION: REVISION FY 2019-20 INDEX SHEET DETECTABLE WARNINGS IINGS AND SIDEWALK CURB RAMPS 11/01,18 .STANDARD PLANS 522-002 1 of 8 GENERAL NOTES: 1. Construct sidewalks in accordance with Specification 522. use 5" concrete for Sidewalks and Curb Ramps Located within Curb Returns (See Plan View). Install all other concrete with thickness as shown, unless otherwise detailed in the Plans. 2. Include detectable warnings on sidewalk curb ramps in accordance with Index 522-002, .3. For Driveways see Index 522-003. 4. Bond breaker material can be any impermeable coated or sheet membrane or preformed material having a thickness of not less than 6 mils and not more than �6". 5. Construct sidewalks with Edge Beam through the limits of any surface mounted Pedestrian/Bicycle Railing or Pipe Guiderail shown in the plans. (See RAILING DETAIL) A B C B C B C B C B A Y2" 5' 5` 5' 5' 5' 5' 5' 5' Re stir Curb Rigid Structure OPEN JOINTS 120' Max. 120' Max. 30' Max. 30Max. 30' Max. A D D 0 D D E D D F D D A 1 5' 1 S` 5' 1 S' S` 15' S' � � I _51_ � � 5' S' Viz' Return Curb i Rigid Structure SAWED JOINTS LONGITUDINAL SECTION LEGEND: A- Y2' Expansion Joints (Preformed Joint Filler) between the sidewalk and; driveways, sidewalk -intersections, and all other fixed objects (e.g, drainage inlets and utility poles), B- V Dummy Joints, Tooled C- 1/a' Formed Open Joints D- 3/rs" Saw Cut Joints, 1 Yz' Deep (within 96 hours) Max. 5' Centers E- 3/16" Saw Cut Joints, 1Y2` Deep (within 12 hours) Max. 30' Centers Joint(s) Required When Length Exceeds 30' F- Yj' Expansion Joint When Run Of Sidewalk Exceeds 120'. intermediate locations when called for in the plans or at locations as directed by the Engineer. G- Cold Joint With Bond Breaker, Tooled SIDEWALK JOINTS A �- A LEGEND: 4" Thick Sidewalk 6" Thick Sidewalk Utility Strip A A G Drainage Inlet PT Back Of Sidewalk Variations See Index 522-002 For Joints --� A (Signal Pole Or Controller Base. Ex.) A (Utility Pole, Ex.) �\ / A A 71 A ti Driveway Or Side Road 0 „vr y (Full Return Shown) A - A f ` PT Curb Or Curb And Gutter- Drainage inlet PLAN SIDEWALK WITH UTILITY STRIP See Index 522-002 For Joints A (utility Pale, Ex.) A (Signal Pole Or Controller Base. Ex.) A rA B A , "_G Curb Or Curb And Gutter PLAN SIDEWALK WITHOUT UTILITY .TRIP Utility Strip sidewalk varies varies _,0.02 Max. SECT ION A -A Sidewalk Varies. G 0 02 Max. - _'7. _ SECTION B-B A G PT Driveway Or Side Road (Partial Return Shown) Railing (See Index 515-052, 515-062, 515-070 Or 515-080) Clear Width (5 or 6' Std., 4' Min} JJ Sidewalk ........ ..... Varies Based on Railing Used RAILING DETAIL GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS LAST O DESCRIPTION: FY 2019-20 INDEX SHEET REVISION 4 F'D® CONCRETE S IIDIE W ALK 11101118 a � STANDARD PLANS 522-001 1 of 2 A ROAD WORK . AHEAD - SPEEDING FINES DOUBLED WHEN WORKERS PRESENT .._ ....__ ..,_ ._ DISTANCE BETWEEN SIGNS I Spacing (ft.) Speed _ A B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 Midway between signs. SYMBOLS Work Area ■ Channelizing Device (See Index 102-600) Work Zone Sign => Lane Identification + Direction of Traffic 0 M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ B Taper Length = %L Work Area r See Table I1 ; I Device Spacing -Taper Device Spacing -Tangent See Table i See Table I Table 1 Device Spacing Max. Distance Between Devices (ft,) Speed Cones or Type I or Type If (mph) Tubular Markers Barricades or Vertical i Panels or Drums Taper Tangent Taper ! Tangent 25 25 50 25 50 30 to 45 25 50 1 30 50 50 to 70 125 50 1 50 100 GENERAL NOTES 1. When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding establishing and terminating the work area), the advanced FLAGGER sign shalt be Substituted for the WORKERS sign. For location of flaggers and FLAGGER signs, see Index 702-603, 2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being perforated. 3. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicabie TCZ Indexes, 4. For general TCZ requirements and additional information, refer to Index 702-600. ROAD WORK AHEAD NZ A n. END ROAD WORK 500' DURATION NOTES I. signs and channelizing devices may be omitted if all of the following conditions are met: a, Work operations are 60 minutes or less. b. Vehicles in the work area have high-inteosity, rotating, flashing, oscillating, or strobe Eights operating, Table 11 Taper Length - Shoulder Y3L (ft) Speed Notes (mph) 8' 10, 12' Shidr. Shidr. Shidr. 25 28 35 42 L= WS2 To- 30 40 50 60 35 55 68 82 40 72 90 707 45 120 150 180 L-WS 50 133 167 200 55 147 183 220 60- I60 200 240 65 1 173 217 260 70 1 187 233 280 8' minimum shoulder width ? = Length of shoulder taper in feet W = Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed limit (mph) CONDITIONS INHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. LAST � DESCRIPTION: FY 2019-20 INDEX SHEET REVISION F®O�) STANDARD PLANS TWO-LANE, TWO-WAY, WOR ON SHOULDER 11101117 a 102-602 1 of 1 H 1'U2-_') � w w 0 o S. U U w w rZ a- m UJ o Ln to Of N O o t'-Vz) wD m O�wc� Z vi �6cw 0203 O =- LU a�cno I+J� ow- fi w = to IUm L Ld -n- O L r 30 ro o ¢ -J WUD_ t- 00w�0.V)zQ0 N 5 in : Z:Ld 0 — 0 N §i —U 0 Ul U p QCo— �0z 2 4u aw39:0Li v zp.J=D(n W 2 F Qf nc z a O q U G1 �F-2Orl-3:5EL W J (0 U L J QL (y) Q Q) CEO a'- C C: 00 L L O O r�1 �! Epp O Q U • : O LU 00 J N Q W r Q cl. O N O � 0) cl W g c� r 4 LL_ w H Q? 3 o �- J W O _ m LU LL Co W LL_ E1_1 Q0 J j U Q o Tz N UJ V �� Ld z� LLJ J 00 0 ENGINEER CERMCARON ® •Joc --STATE OF *4N,6'- 4�0 R I'D N'�.s� F*;'J0 I;- ODAH B, BITTLE L. REG. K 57396 DATE; 92 PROJECT NO; SHEET 20--083 05 / ■ i 1 me MAMA A J J:ill■j a a cLnnrnval ❑atp nmva i Ul THE Nrlwru i WE! ^r- -_. N88 009'16 "W P.O.C. THE NORTHEAST CORNER OF. THE SOUTHEAST MERIDIAN - LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM TYPE.* BOUNDARY& TOPOGRAPHIC PROJECT# 1.9'-029 DATE.- 06113119 F.B. 318 PG.10 DRAWNBY.• B.D.R. CHECKEDBY.• M.C. SCALE, 1 "--30' SHEET 1 OF 1 Oleander Avenue, Fort Pierce, FL 2433-141-0002-000-4 GRAPHIC SCALE jll II North REPORT OF SURVEY: * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY, PSM#7214 * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 06/18/19 * BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. * THE BEARING BASE FOR THIS SURVEY IS S00°1329" W ALONG A LINE 60 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SECTION 33 TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE X, PER FLOOD INSURANCE RATE MAP #12111 C0189 J DATED FEBRUARY 16TH, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS ST. LUCIE COUNTY BENCHMARK "FRENCH" ELEV.=1 1.32'NAVD'88. SITE BENCHMARK IS AS SHOWN. * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN -CONSENT OF -THE SIGNING PARTY OR PARTIES. * THE SUBJECT PROPERTY CONTAINS APPROXIMATELY * THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE. x001, . ,, d x 11'2-t' PLAT OFSURVEYFOR: FLORIDA TREASURE COAST HOLDINGS, LLC 1 11�18�1118121 r 21 Legend ,& Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND:SURVEYOR: C- - GUY::: WIRE..;_: PSM - PROFESSIONAL SURVEYOR & MAPPER . WOOD UTILITY POLE LB q - LAND SURVEYING BUSINESS - CENTERLINE ® - TELEPHONE SERVICE R - RADIUS -- RADIAL ® - - CABLE T.V. BOX L �R) - LENGTH NR) - NON -RADIAL - ELECTRIC BOX LIGHT POST A E/P - DELTA ANGLE - EDGE OF PAVEMENT -- WELL B/C - BACK OF CURB - D4 - HYDRANT GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT i - WATER METER POB - POINT OF BEGINNING CiJ - SANITARY MANHOLE O PCP - POINT OF INTERSECTION -» SANITARY SERVICE - PERMANENT CONTROL POINT - SEPTIC TANK .® - (PRM) PERMANENT REFERENCE MONUMENT � - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ®. - CATCH BASIN 0 - (IP) IRON PIPE - ROOF DRAIN IP - IRON PIPE ® - MITERED END SECTION 0 - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP STREET SIGN 0 - (CM) CONCRETE MONUMENT 23G5 -- PROPOSED GRADE CM FD -- - CONCRETE MONUMENT FOUND NAW - NORTH AMERICAN VERTICAL DATUM (M) - MEASURED - TYPICAL ELEVATION (P) - PLAT A/C - AIR CONDITIONER (D) - DEED CONC. - CONCRETE (C) - CALCULATED F.F. - FINISH FLOOR BSB - BUILDING SETBACK LINE - OAK W/ DIA. - PALM TREE W/ DER. LEGAL DESCRIPTION: A PARCEL OF LAND LYING WITHIN THE SOUTH ONE-HALF(Z) OF THE NORTHEAST ONE-QUARTERO OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:' COMMENCE AT THE NORTHEAST CORNER OFTHE SOUTHEAST ONE -QUARTER (4) OF THE NORTHEAST ONE-QUARTER(4) OF SAID SECTION 33;. THENCE NORTH 88009'16" WEST, ALONG THE NORTH LINE OF THE SOUTH ONE-HALF (2) OF THE NORTHEAST ONE -QUARTER O OF SAID SECTION 33, A DISTANCE OF 692.03 FEET; THENCE SOUTH 00022'55" WEST, PARALLEL WITH THE EAST LINE OF SAID SECTION 33, A DISTANCE OF 336.75 FEET TO THE POINT OF BEGINNING; THENCE, CONTINUE SOUTH 00022'55" WEST, A DISTANCE OF 112.25 FEET; THENCE SOUTH 88009'16" EAST, A DISTANCE OF 600.00 FEET TO THE WEST LINE OF A DRAINAGE RIGHT-OF-WAY; THENCE NORTH 00°22'55" EAST, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 112.25 FEET, THENCE NORTH 88009116 " WEST, A DISTANCE OF 600.00 FEET TO THE POINT OF BEGINNING. WITHOUT THE SIGNATUREAND THE ORIGINAL QED SURVEYOR AND MAPPER NAMED BELOW. COUNTY COM2I�NTS NIL � F 'r �,� � 2_ � � /�© COUNTYCOMMFNTS Nk DESCRIPTION BY MATT-.� PROFESSIONAL SURVEYOR AND MAPPER #7214 rWAO