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HomeMy WebLinkAbout4330 20th St (44)1 K 3 0 A 0 7 1F1 C 19, E PREPARED BY: Geosyntec cl consultants PREPARED FOR: F n C O N S T R U C T I O N NESTLE ZEPHYRHILLS PLANT - TRUCK PARKING MODIFICATIONS 4330 20th STREET ZEPHYRHILLS, PASCO COUNTY, FLORIDA P . Pine is'�n1 E� Management _ C3rck�.�Area �lie I'{.; `N Dair} Spring Lake P< dge Manor Management F Spring Hill 1-Terra+��1� "A. 611 ttae7Sa3f 'C'r�<f2 % a" s Shady -filts T a Si3[. Oa3d#a City a St Lev i hey SITE LOCATION St W Pert °,obey Zeph tI11s 0�,4 Land 0, Liikes Chzlp Cr•rstat lrrlr,c , s Y Tatpon Lutz wrings tower 3 f"'7Kalh PASCO COUNTY H''°sbo.r(ugh :_ - :lerrtss Pa1m'Harbor Preserve t T i_ un l i, dir (�Ocar, s�_# _. t?' y (t riart i*,y Sef k yc Tampa , brandon Largo .; SOURCE: GOGGLE MAPS VICINITY MAP 0 8 16 SCALE IN MILES 12802 TAMPA OAKS BLVD., SUITE 151 TAMPA, FLORIDA 33637 USA TELEPHONE: 813.558.0990 ALSTON CONSTRUCTION ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 ROSEMONT, IL 60018 USA 1 1 2 1 3 PROJECT NO. FL3619 OCTOBER 2019 SOURCE: GOOGLE MAPS LOCATION MAP 0 10,000 20,000 SCALE IN FEET N ew*"gkk4�.f� LIST OF DRAWINGS SHEET NO. SHEET TITLE 1 COVER SHEET 2 GENERAL NOTES 3 EXISTING CONDITIONS 4 EXISTING CONDITIONS 5 OVERALL SITE PLAN 6 SITE PLAN 7 SITE PLAN 8 PAVING, GRADING AND DRAINAGE PLAN 9 PAVING, GRADING AND DRAINAGE PLAN 10 CIVIL DETAILS 11 CROSS SECTIONS 12 EROSION AND SEDIMENTATION CONTROL PLAN SOURCE: FLORIDA DEPT. OF TRANSPORTATION SITE MAP 0 500 1000 SCALE IN FEET �vo I i ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, 1 NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES DETAIL NUMBER 2 4 SHEET ON WHICH ABOVE DETAIL IS PRESENTED DETAIL NUMBER — SECTION LETTER e DRAWING ON WHICH 2 XXXXX z ABOVE DETAIL WAS 2 TITLE XX 10 FIRST REFERENCED SCALE:XX SHEET ON WHICH ABOVE � SECTION IS PRESENTED XREFFILENAME EXAMPLE: DETAIL NUMBER 2 PRESENTED ON SHEET NO. 4 WAS d REFERENCED FOR THE FIRST TIME ON SHEET NO. 2. SECTION AND DETAIL IDENTIFICATION LEGEND REV I DATE I Geosptecl;' consultants 12802 TAMPA OAKS BLVD., SUITE 151 TAMPA, FL 33637 USA TELEPHONE: 813 558 0990 AUTHORIZATION NUMBER 4321 DESCRIPTION I DRN alston C O N S T R U C T I O N ALSTON CONSTRUCTION ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 ROSEMONT, IL 60018 USA TITLE: COVER SHEET PROJECT: NESTLE ZEPHYRHILLS PLANT 4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA SITE: TRUCK PARKING MODIFICATIONS PERMIT DRAWING - NOT FOR CONSTRUCTION THIS DRAWING MAY NOT BE ISSUED FOR PROJECT TENDER OR CONSTRUCTION, UNLESS SEALED. DESIGN BY: MHS DRAWN BY: MRM CHECKED BY: MHS SIGNATURE DATE MICHAEL H. SCOT— PE - LICENSE NO.72475 REVIEWED BY: TDA APPROVED BY: MHS 4 5 6 7 APP DATE: OCTOBER 2019 PROJECT NO.: FL3619 FILE: FL3619P01 DRAWING NO.: 1 OF 1% 0 11161 1[] :.CI io 1 2 3 0 5 �-1 7 ' GENERAL MATERIALS 1. THE STANDARD SPECIFICATIONS LISTED ON THESE CONSTRUCTION PLANS AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART ON THE 1. MATERIALS REQUIRED AND FABRICATION DETAILS SHALL BE AS SPECIFIED ON THE DRAWINGS AND AS WITHIN THIS DOCUMENT. THE CONTRACTOR CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE TO SHALL CONFORM TO MANUFACTURE DETAILS AND INSTALLATION METHODS. BE CONSIDERED A PART OF THE CONTRACT. 2. COMPACTED BACKFILL: 2. NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "CONSTRUCTION". PRIOR TO COMMENCEMENT OF A. COMPACTED BACKFILL SHALL CONSIST OF CLEAN GRANULAR FILL MATERIAL, FREE OF DEBRIS, FOREIGN MATERIALS, ORGANIC MATERIAL AND A CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS AT THE SATISFY SP OR SP-SM ACCORDING TO THE UNITED STATES SOIL CLASSIFICATION SYSTEM. JOB SITE. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE OR SHE MUST IMMEDIATELY REPORT SAME B. BACKFILL TO BE PLACED IN 12-INCH (MAX) LIFTS AND COMPACTED USING MECHANICAL METHODS (E.G. ROLLER). TO ACHIEVE 95 PERCENT TO THE ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTMD1557). BETWEEN THE CONSTRUCTION PLANS, STANDARD SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN C. SOIL BELOW PAVEMENT SHALL BE COMPACTED SO THAT THE SOIL DENSITY 12 INCHES BELOW PAVEMEMT SECTION IS AT LEAST 98% OF INSTRUCTIONS FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO MODFIED PROCTOR MAXIMUM DRY DENSITY (ASTMD1557). SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTION ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF THE 3. CONCRETE: ENGINEER SHALL BE FINAL AND CONCLUSIVE. A. CONCRETE SHALL BE 8 INCHES THICK AND POURED WITHOUT CONSTRUCTION JOINTS. B. CONCRETE SHALL HAVE A 4,000 PSI STRENGTH AT 28 DAYS AND SHALL CONTAIN STRUCTURAL SYNTHETIC FIBERS (EUCLID TUF-STRAND SF), OR 3. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP OR WHATEVER SIMILAR. NATURE BY THE CONTRACTOR AND HIS SURETY FOR A PERIOD OF 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE C. USE 6X6 W2.9 X W2.9 WELDED WIRE FABRIC (WWF) IN DOLLY PADS. ENGINEER. D. A CLEAR COVER OF 3 INCHES IN ALL DIRECTIONS IS REQUIRED FOR ALL WWF PLACEMENT. E. FINAL FINISH SHALL BE BROOM FINISH, 4. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BY THE OWNER OR HIS F. ALL CONTROL JOINTS SHALL BE PRIMED WITH THIOKOL 415 PRIMER AT 3 - 5 MILS AND SEALED WITH THOKOL 2235M SEALANT. BACKER ROD TO BE REPRESENTATIVE. FINAL PAYMENT WILL BE MADE AFTER ALL OF THE CONTRACTORS' WORK HAS BEEN APPROVED AND ACCEPTED, AND IN PLACED IN EACH JOINT PRIOR TO SEALANT APPLICATION. ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5. DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AT THE CONCLUSION OF EACH DAY. SOIL EROSION AND SEDIMENT CONTROL (SESC) 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS WHICH RESULT FROM CONSTRUCTION AND DEMOLITION OPERATIONS. 1. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NPDES GENERAL PERMIT. ANY SOIL EROSION CONTROL OR B SEDIMENT CONTROL MEASURES, IN ADDITION TO THOSE OUTLINED IN THESE PLANS AND WHICH ARE DEEMED NECESSARY BY THE OWNER, ENGINEER 7. THE CONTRACTOR SHALL COMPLY WITH AND OBSERVE THE RULES AND REGULATIONS OF O.S.H.A. AND APPROPRIATE AUTHORITIES REGARDING AND/OR REGULATORY ENGINEER, SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. SAFETY PROVISIONS. 2. ALL DRAINAGE STRUCTURES, PIPES, SWALES, AND OTHER AREAS ACCUMULATING SEDIMENT ARE TO BE CLEANED AT THE END OF THE PROJECT 8. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME PRIOR TO FINAL ACCEPTANCE. CLEANING MAY ALSO BE REQUIRED DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT IF IT IS OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINED THAT THE SILT AND DEBRIS TRAPS ARE NOT FUNCTIONING PROPERLY OR EXCESS DEBRIS HAS COLLECTED. EXECUTION OF HIS WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS WHICH RESULT FROM 9. ALL CONTRACTORS AND THEIR SUBCONTRACTORS OR ANY TIER SHALL INDEMNIFY THE OWNER AND ENGINEER FROM ALL LIABILITY RESULTING FROM CONSTRUCTION/DEMOLITION OPERATIONS. ANY NEGLIGENT ACT OR OMISSION WITH THEIR CONSTRUCTION, INSTALLATION, AND TESTING OR WORK ON THIS PROJECT AND SHALL NAME THEM AS ADDITIONAL INSURED ON THEIR COMMERCIAL GENERAL LIABILITY POLICIES FOR CLAIMS ARISING OUT OF THE WORK ON THIS PROJECT. A PROPER 4. THE DISTURBED AREAS SHALL BE SEEDED OR SODDED UPON COMPLETION OF DISTURBANCE. CERTIFICATE OF INSURANCE SHALL BE ISSUED PRIOR TO THE START OF CONSTRUCTION. 5. NO AREA SHALL REMAIN UNSEEDED OR SODDED LONGER THAN 14 DAYS FROM LAST TIME OF DISTURBANCE. 10. ELECTRIC, TELEPHONE, NATURAL GAS, AND OTHER UTILITY COMPANIES MAY HAVE UNDERGROUND AND/OR OVERHEAD SERVICE FACILITIES IN THE VICINITY OF THE PROPOSED WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN 6. THE CONTRACTOR SHALL PERFORM AND DOCUMENT ROUTINE INSPECTIONS OF THE SOIL EROSION AND SEDIMENT CONTROLS AS REQUIRED BY THE THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF THESE FACILITIES. THE ENVIRONMENTAL RESOURCE PERMIT (ERP). THE INSPECTOR SHALL BE QUALIFIED TO PERFORM THE REQUIRED INSPECTIONS. INSPECTION RECORDS CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATIONS. SHALL BE MAINTAINED ON SITE AND PROVIDED TO THE OWNER AT THE END OF THE JOB, OR UPON REQUEST. 11. THE CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PROJECT SITE AT ALL TIMES IRRESPECTIVE OF THE AMOUNT OF WORK SUBLET. THE SUPERINTENDENT SHALL BE CAPABLE OF READING AND UNDERSTANDING THE PLANS AND SPECIFICATION, SHALL HAVE FULL AUTHORITY SITE RESTORATION AND PLANTING C TO EXECUTE ORDERS TO EXPEDITE THE PROJECT, AND SHALL BE RESPONSIBLE FOR SCHEDULING AND HAVE CONTROL OF ALL WORK AS THE AGENT OF THE CONTRACTOR. FAILURE TO COMPLY WITH THIS PROVISION WILL RESULT IN A SUSPENSION OF WORK. 1. THE DISTURBED AREA SHALL HAVE 6-INCH OF TOPSOIL (WEED FREE) SPREAD PRIOR TO SEEDING. AFTER THE AREAS TO BE SEEDED HAVE BEEN BROUGHT TO THE GRADES INDICATED ON THE ACCOMPANYING PLANS, ANY GROSS IRREGULARITIES IN THE SURFACE RESULTING FROM THEIR 12. THE CONTRACTOR SHALL KEEP A SET OF "APPROVED" CONSTRUCTION PLANS ON THE JOB SITE, AND SHALL MAINTAIN (AS INDICATED HEREIN AND OPERATIONS SHALL BE SMOOTHED OUT BEFORE SEEDING OPERATIONS ARE BEGUN. ALL UNSUITABLE MATERIAL LARGER THAN ONE 1-INCH IN ANY ELSEWHERE WITHIN THESE CONSTRUCTION NOTES, SPECIFICATION, AND PLANS) A LEGIBLE RECORD ON SAID PLANS OF ANY DIMENSION SHALL BE REMOVED AND DISPOSED OF DURING THIS OPERATION. MODIFICATIONS/ALTERATIONS TO ALIGNMENT AND/OR TO PLANS AND SPECIFICATIONS OF PROPOSED IMPROVEMENTS, ETC. UPON COMPLETION OF THE CONTRACTORS' WORK, SAID PLANS AND INFORMATION SHALL BE PROVIDED TO THE ENGINEER. FINAL CONTRACT PAYMENT SHALL NOT COME DUE 2. SEED SHALL BE INSTALLED INTO RECENTLY GRADED SOIL BY USE OF A NO -TILL DRILL SEEDER DESIGNED SPECIFICALLY TO HANDLE NATIVE SEEDS. AN UNTIL THIS INFORMATION IS RECEIVED BY THE ENGINEER. APPROPRIATE COVER CROP SHOULD BE INSTALLED WITH ALL SEED MIXES. SEEDING SHOULD OCCUR IN THE LATE FALL OR SPRING AND EARLY SUMMER. IF A FALL PLANTING IS PERFORMED ATTENTION SHOULD BE PAID TOWARDS PROTECTING THE SEED FROM EROSION DURING THE WINTER 13. THESE PLANS ARE NOT SUITABLE FOR MACHINE GUIDANCE USE OR PURPOSES. THE ELEVATIONS AND CONTOURS ON THE PLANS ARE ASSUMED TO BE MONTHS. THE DRILL SEEDER OPERATOR SHOULD PLANT PERPENDICULAR TO THE DIRECTION OF THE SLOPE TO ENSURE SEED STABILITY. IF LATE FALL NGVD 1929, U.S. SURVEY FEET. PLANTING IS NOT PRACTICABLE, THEN THE FOLLOWING SHALL APPLY. SEED SHALL BE DRILLED WITH OVERLAPPING PLANTING ZONES IN DRY AREAS AND TIMES. 14. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER AND SEQUENCE THAT EROSION AND AIR AND WATER POLLUTION ARE MINIMIZED AND HELD WITHIN LEGAL LIMITATIONS. 3. TO MINIMIZE EROSION AFTER SEEDING, EROSION BLANKET SHALL BE INSTALLED IN SWALES, ON BASIN SIDE SLOPES, AND ANY SLOPES STEEPER THAN 10 PERCENT TO MAINTAIN SOIL MOISTURE AND MINIMIZE EROSION AS SPECIFIED IN THE SOIL EROSION AND SEDIMENT CONTROL SECTION. 15. THE COMPLETED JOB SHALL CONFORM TO THE LAYOUT, ELEVATIONS, AND SPECIFICATIONS CONTAINED WITHIN THE PLAN SET. EARTHWORK D 1. PRIOR TO ONSET OF GRADING OPERATIONS, THE CONTRACTOR SHALL FAMILIARIZE THE CREW WITH THE SOIL EROSION CONTROL SPECIFICATIONS. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT FENCING, ETC. TO PROTECT ADJACENT PROPERTY AND ROAD RIGHT OF WAY SHALL OCCUR BEFORE GRADING BEGINS, AND IN ACCORDANCE WITH THE SOIL EROSION CONTROL CONSTRUCTION SCHEDULE. 2. THE GRADING OPERATIONS ARE TO BE CLOSELY SUPERVISED AND INSPECTED, PARTICULARLY DURING THE REMOVAL OF UNSUITABLE MATERIAL AND EXISTING INFRASTRUCTURE, BY THE CONTRACTOR. 3. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADE. TOPSOIL IS TO BE PLACED BEFORE FINISHED GRADE ELEVATIONS ARE ACHIEVED. 4. THE BACKFILL MATERIAL SHALL BE PLACED IN LEVEL UNIFORM LAYERS. EACH LAYER SHALL BE THOROUGHLY MIXED DURING SPREADING TO INSURE UNIFORMITY. 5. THE WORK AREA SHALL BE CLEARED OF SOD AND RUBBISH. 6. THE PLACING AND SPREADING OF THE FILL MATERIAL SHALL BE STARTED AT THE LOWEST POINT AND THE FILL SHALL BE BROUGHT UP IN N O APPROXIMATELY HORIZONTAL LAYERS NOT EXCEEDING 3-INCH LIFTS FOR HAND COMPACTION, 6-INCH LIFTS FOR RUBBER TIRED AND MANUALLY IL DIRECTED POWER TAMPERS, AND 12-INCH FOR VIBRATORY DRUM ROLLER. EACH LAYER SHALL BE SPREAD, PROCESSED, AND COMPACTED. THE M w MOISTURE CONTENT OF THE FILL MATERIAL AND FOUNDATIONS SHALL BE SUCH THAT THE REQUIRED COMPACTION CAN BE OBTAINED. TOPSOIL SHALL BE PLACED IN A LOOSE LIFT AND NOT COMPACTED. Z ❑ s o REV DATE DESCRIPTION DRN APP w z 0 a GeosyntecO'Wtin consultants C O N S T R U C T I O N 12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION TAMPA, FL 33637 USA ONE O'HARE CENTER LU TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050 AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA Cl) i TITLE: 2 GENERAL NOTES Y U 7 z PROJECT: NESTLE ZEPHYRHILLS PLANT g 4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA J r SITE: w TRUCK PARKING MODIFICATIONS N F w J THIS DRAWING MAY NOT BE ISSUED w FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019 w CONSTRUCTION, UNLESS SEALED. J w DRAWN BY: MRM PROJECT NO.: FL3619 z z U SIGNATURE CHECKED BY: MHS FILE: FL3619PO2 w O a REVIEWED BY: TDA DRAWING NO.: PERMIT DRAWING - NOT FOR CONSTRUCTION DATE APPROVED BY: MHS 2 MICHAEL H. SCOTT, PE -LICENSE N0. 72475 OF 1 2 3 4 5 6 7 8 Fj C 9 E r T I- -._-I Ii I- I -I 111 -- N [ emi a�Il Lli, iI :iI k / am< aI W J H co W Z W J F- !n W Z Z F U W O K a_ 0 0 a U A n n • r n � O v I _F--. I r V k 1 KA 3 0 61 ET 7 � 8 0 C A E A 1 LEGEND 355 EXISTING GROUND CONTOUR — — -- PROPERTY BOUNDARY EXISTING SITE ACCESS ROAD EXISTING FENCE 10.0 PROPOSED GRADING MAJOR CONTOURS (1.0') 9•5 PROPOSED GRADING MINOR CONTOURS (0.5') • -- PROPOSED GRADING LIMIT — — PROPOSED STORMWATER POND EXPANSION 4 ® & PROPOSED CONCRETE APRON . PROPOSED ASPHALT PAVEMENT 82_38 PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATON REFERENCES 1, TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY SURVTECH SOLUTIONS, INC, DRAWING NUMBER 20170070_4T, DATE: 7/19/19 2. THE HORIZONTAL DATUM UTILIZED FOR THIS PROJECT IS NAD 1983 FLORIDA WEST ZONE, 2011 ADJUSTMENT, U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). 3. THE VERTICAL DATUM UTILIZED FOR THIS PROJECT IS NAVD 1988, U.S. SURVEY FEET. THE BENCHMARK UTILIZED WAS NGS (NATIONAL GEODETIC SURVEY) CONTROL STATION "C 663" WITH AN ELEVATION OF 81.57 FEET. 4. ALL UTILITIES DEPICTED HEREON ARE FROM VISIBLE EVIDENCE ONLY. 5. NO UNDERGROUND FOUNDATIONS OR FOOTERS WERE EXCAVATED OR LOCATED FOR THIS SURVEY. THERE MAY BE OTHER UNDERGROUND UTILITIES AND / OR ABOVEGROUND FEATURES THAT ARE NOT SHOWN. 0 30' 60' SCALE IN FEET I REV I DATE I DESCRIPTION I DRN I APP GeosyntecOor m consultants rC a N 5 T R U C T 1 o H 12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION TAMPA, FL 33637 USA ONE O'HARE CENTER TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050 AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA TITLE: PAVING, GRADING AND DRAINAGE PLAN PROJECT: NESTLE ZEPHYRHILLS PLANT 4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA SITE: TRUCK PARKING MODIFICATIONS THIS DRAWING MAY NOT BE ISSUED FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019 CONSTRUCTION, UNLESS SEALED. DRAWN BY: MRM PROJECT NO.: FL3619 SIGNATURE CHECKED BY: MHS FILE: FL3619P05 REVIEWED BY: TDA DRAWING NO.: PERMIT DRAWING - NOT FOR CONSTRUCTION DATE MICHAEL H. SCOTT, PE - LICENSE NO.72475 8 _OF 2 APPROVED BY: MHS 2 3 4 5 1 6 1 7 8 0 19 C FiC E 1 2 3 2 W 0 8 N 0 C C A A 1 KA 3 0 LEGEND 55 --- EXISTING GROUND CONTOUR — — — PROPERTY BOUNDARY - EXISTING SITE ACCESS ROAD -- EXISTING FENCE 10.0 PROPOSED GRADING MAJOR CONTOURS (1.0') 9,5 PROPOSED GRADING MINOR CONTOURS (0.5') • PROPOSED GRADING LIMIT — — PROPOSED STORMWATER POND EXPANSION ® a PROPOSED CONCRETE APRON PROPOSED ASPHALT PAVEMENT 82.38 PROPOSED SPOT ELEVATION � ` EXISTING SPOT ELEVATON 3 REFERENCES 1. TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY SURVTECH SOLUTIONS, INC, DRAWING NUMBER 20170070 4T, DATE: 7/19/19 2. THE HORIZONTAL DATUM UTILIZED FOR THIS PROJECT IS NAD 1983 FLORIDA WEST ZONE, 2011 ADJUSTMENT, U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN). 3. THE VERTICAL DATUM UTILIZED FOR THIS PROJECT IS NAVD 1988, U.S. SURVEY FEET. THE BENCHMARK UTILIZED WAS NGS (NATIONAL GEODETIC SURVEY) CONTROL STATION "C 663" WITH AN ELEVATION OF 81.57 FEET. 4. ALL UTILITIES DEPICTED HEREON ARE FROM VISIBLE EVIDENCE ONLY. 5. NO UNDERGROUND FOUNDATIONS OR FOOTERS WERE EXCAVATED OR LOCATED FOR THIS SURVEY. THERE MAY BE OTHER UNDERGROUND UTILITIES AND / OR ABOVEGROUND FEATURES THAT ARE NOT SHOWN. 0 30' 60' SCALE IN FEET I REV I DATE I DESCRIPTION I DRN I APP Geosyntec"' Consultants C O N S T R U C T 1 0 N 12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION TAMPA, FL 33637 USA ONE O'HARE CENTER TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050 AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA TITLE: PAVING, GRADING AND DRAINAGE PLAN PROJECT: NESTLE ZEPHYRHILLS PLANT 4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA SITE: TRUCK PARKING MODIFICATIONS D RAW I N G - NOT FOR CONSTRUCTION THIS DRAWING MAY NOT BE ISSUED FOR PROJECT TENDER OR CONSTRUCTION, UNLESS SEALED. SIGNATURE DATE MICHAEL H. SCOTT, PE - LICENSE NO.72475 DESIGN BY: MHS DATE: OCTOBER 2019 DRAWN BY: MRM PROJECT NO.: FL3619 CHECKED BY: MHS FILE: FL3619P05 REVIEWED BY: TDA DRAWING NO.: 9PERMIT OF 12 APPROVED BY: MHS 5 1 6 1 7 8 0 I E I 1 I 2 4 i 5 n. 7 I 8 1:3 F 24-LIN. IUM. HEIGHT BACKFILL TRENCH FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE WIRE MESH WOOD OR STEEL POST INSTALLED BEFORE COMPACTING BACKFILL MATERIAL \ FABRIC MATERIAL WHEN FABRIC IS INSTALLED IN A TRENCH WITH COMPACTED SOIL, ANCHORS CAN BE. ATTACHED TO REDUCE THE POTENTIAL OF "BLOWOUTS" (NOT NEEDED IF "SLICING" METHOD IS USED) RUNOFFi s- r 12-IN i i I�' STEEL OR WOOC3 POST INSTALLED AFTER COMPACTION OF "SLICE" 12=1N. COMPACTED SLICING METHOD BACKFILL MATERIAL ATTACHING TWO SILT FENCES RUNOFF WHEN TRENCHING IS USED PLACE THE END POST OF ONE FENCE INSIDE 12- N. II -- THE END POST OF THE OTHER FENCE (MINIMUM) ROTATE BOTH POSTS AT LEAST 180 DECREES IN A CLOCKWSE DIRECTION TO CREATE A TiG'HT SEAL WTH THE FABRIC FABRIC MATERIAL MUST BE PLACED iN A 6-IN. MATERIAL x it TRENCH VATH A "L" SHAPE BEFORE DIRECTION OF RUNOFF WATER BACKFILUNG AND COMPACTING THE SOIL. j DRIVE BOTH POSTS i ABOUT 12-IN. INTO THE TRENCHING METHQDI ' FLAP GROUND SN AND BUR THE soot SII.,.,_T FENCE BARRIER INSTALLATION LATON yt 1 DETAIL 12 SILT FENCE SCALE: NTS XREPErosion-Sediment-Control FDOT 2013146 8 INCH THICK CONCRETE PAD (4,000 PSI, AT 28 DAYS) 2" ASPHALT WEARING COURSE 3" BINDER COURSE -� i�i i -� � - - � rl� �- ,. la>�.. i IN �!!i! i rrrri�..r®��rwrri'r'i!!i#i!!i!!i memem i #!#ii+►##i#i'wil+�#+�!#!#ilih�!!!!lil�*!#� �MiaMiliyi+ilii l�iiil�li##!i!#iiili!#♦i!!i!! •�w�a►.��w..+iwl'��.,N►.. a►".�..al►.,.�tw��l►«,,,Ilr..-+lw-# wwl,�i�l�#llil,� ®il�f w, • y #01, 42,,.11641 • I. • (SAll MEN 2 DETAIL 12 SOIL TRACKING DEVICE SCALE: NTS XREF: Erosion -Sediment -Control FDOT 2013 183 8" LIMEROCK BASE (LBR 100) 12" MIN COMPACTED SUBGRADE (98% MODIFIED PROCTOR) 3 DETAIL L ASPHALT PAVEMENT SECTION SCALE: NTS 8" USE 6X6 W2.9 W2.9 WELDED WIRE J/ 12" MIN COMPACTED SUBGRADE FABRIC (WWF) IN BOTH DIRECTIONS (98% MODIFIED PROCTOR) NOTES: 1. WELDED WIRE FABRIC (WWF) SHALL BE OVERLAPPED NOT LESS THAN ONE FOOT. 2. CONTROL JOINTS SHALL BE PLACED NOT MORE THAN 12 FEET O.C. DETAIL 1/4" . " •..,. Bfi 21 1 . 5. JOINT SEALING COMPOUND AND BACKER BAR CONTROL JOINT CONCRETE PAD SECTION (FOR TRACTOR TRAILER DOLLY) SCALE: NTS 5-4" C-1-P CL 5-0" Precast va ill B ilz Ln rn 8" 4'-0" 8" C-1-P 6" Center of Box i Precast 4 II Sta./Offset l U Location { o ZL A 1p_ N A I � M � M v v 3" Clear Eyebolt See Index 201 L1111 M =4= Ln PLAN 4'-0" 3/" Chamfer Or Radius I - L Z M� 6" - vi c Min. U to ty i- - Pipe 1 -Extra #4 T1J_ I ( ' 1 1f2"Cl, Bar Each Side I if And Above ( A\ Pipe Openings I I Masonry Seal For Precast Inlets See Index 201 (TYPE F SHOWN, TYPE G SIMILAR) PIPE OPENING SCHEMATIC 5„ 3,-0" 5" C-I-P 3" 3-0" 3" Precast 2'-11" Chamfer Or Radius V 36 Precast #4 Bars @ 12" Ctrs. Horiz. Wall _ _ _ _ Reinforcing II� See Table 1) I) (I - II �I81,° n II I� 11 3" Clear. 3" Clear. ( -II II ,t #4 Bars @ 12" Ctrs. 0 `J `_ o L - cz Q. m v � °Zi � � a, p ZZ ,, - U) o m E c a Z 71 Ln Ln #4 Bars @ 12" Ctrs. 11 8" 2" Cl. C-1-P Precast H II it 3" Cl. Z-6" 8" I I6., I IIII 6" 2'-6" �' I 12" 6" dil N ip #4 Bars @ I1" Ctrs. (8" Slab) #4 Bars a Or 8" Ctrs. (Precast 6" Slab) @ 12" Ctrs. SECTION AA o`. Sod Sod 2' Inlet SY G 7 F 6 SOD ONLY N Inlet Pavt. Sod CY* SY G 0.43 10 2' L F 0.34 9 * For Estimating Purposes Only Z_ 3x.3xV/6 1'-6" Sod STEEL GRATE 3" Concrete Pavement Steel Grating, Straight Bars 3"xy4" Notes: PAVT. AND SOD Reticuline ears 2"x3/6' 1. Pavement and/or sod to be used only where called for in the plans. 2. Cost of paving to be included in cost of inlet. TYPE F PAVEMENT AND SODDING Z iv �ib it SECTION BB a o qJ rL SECTION CC 3/" Notch Permitted (At The Option Of The Manufacturer) ''/16 L 3x3xV/6 5116 SECTION DD HORIZONTAL WALL REINF. SCHEDULES TYPE F INLET (TABLE 1) WALL DEPTH SCHEDULE AREA (inz/ft) MAX. SPACING BARS WWF 0' - 4' Al2 0.20 12" 8" 4' - 7' A6 0.20 6" 5" 7' - 12' B5.5 0.24 5y2' 5" 12' - 15' Special 1 0.267 5" 4" 5 DETAIL 9 TYPE F INLET (FDOT 233) SCALE: NTS Sod 1, ■i Beveled Or Round Corners `n I I ,f, Sta./Offset Location I I ------- - - - - - - --=--�L� _--- -1- MES -- - - - - - I I I I I co ``-1 - - - - - - i I Q lope G Vary S Sod energy Noes See s No 3 Deepen Around Outsi Edge Of Pipe For 5y2' Slab Concrete Slab, 3" Or 5y2' Thick, ❑ Reinforced With WWF 6x6-Wi.4xW1.4 to Sod TOP -VIEW SINGLE PIPE *Slope: 1:4 Miter: To Pipe For Pipes 18" And Smaller, A Sta./Offset Location 1:2 For Pipes 24" And Larger. C 1:2 Miter: To � Pipe For Pipes 18" And Smaller. 1:1 For Pipes 24" And Larger. t A O -• v,2 -�. O Concrete Pipe Connector CI Saddle 2' INot < Than D No Pipe Joint Permitted #4 Bar I FI Unless Approved By The Engineer H in E SECTION DETAIL Side Ditch Grade z io 5' Sod MITERED END SECTION (FDOT 272) SCALE: NTS GENERAL NOTES 1. These inlets are designed for use in ditches, medians, pavement areas, or other areas subject to heavy wheel loads, minimal debris, and bicycle traffic. This inlet may be laced in areas subject to occasional pedestrian Y p J traffic such as landscaped areas and pavement areas where pedestrians can walk around the inlet. When inlet is placed in areas subject to bicycle traffic, install filler bar when clearance or gap is greater than I" as shown in Index 218 Inset B. 2. When Alternate G grate is specified in plans, the grate is to be hot dip galvanized after fabrication. 3. These inlets may be used with Alternate B structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the contract unit price for inlets (DT Bot) (Type F (or G)) (J Bot, Depth), Ea. 4. All exposed edges and corners shall be 314" chamfer or tooled to %" radius. 5. For supplemental details, see Index 201. 6. All reinforcing is Grade 60 bars with 2" min, cover unless otherwise noted. Bars to be cut or bent for 1y2' clearance around pipe opening. Provide one additional #4 bar above and at each side of pipe opening, as shown. 7. All dimensions are for both precast and cast -in -place inlets unless otherwise noted. RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 2'-6" (Type F) 18" 4'-0" (Type F) 30" 4'-10" / 5-0" (Type G) 42" Note: Recommended sizes are for concrete pipe. Sizes for other types of pipe must be verified for fit in accordance with Index No. 201. For larger pipe sizes see Note 3. D X A B C E F G H■ M N Single Double Triple Quad. Pipe Pipe Pipe Pipe 15" 2'-7" 2.27' 4,09' 6.36' 4,03' 8' 1.22' 4.0' 4.63' 7.2P 9.79' 12.37' 1,19' 18" 2'-10" 2.36' 5. 12' 7.46 5.03' 91 1.41' 4.0' 4.92' 7.75' 10.58' 13.42' 1.21' 24" 3-5" 2.53' 7.18' A 9.71, 7.03' A I1' 1.73' 4.0' 5.50' 8.92' 12.33' 15.75' 1.25' 30" 4'-3" 2,70' 9.25' 11,95' 9.03' 13' 2.00' 4,0' 6,08' 10.33' 14.58' 18.83' 1.29' 36" 5'-1" 2.87' 11.31' O 14.18' 11.03' O 15' 2.24' 4.0' 6.67' 11.75' 16.83' 21.92' 1.33' 1 ' 4 Slope 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 17' 2.45' 4.0' 7.25' 13.25 19.25' 25.25' 1.38' 48" 6-9" 1 3.22' 75.43' 18,65' 15.03' 19' -276-5'--t 4.0' 7.83' 74.58' 21,33' 28.08' 1.42' 0 C 1�7 REV DATE DESCRIPTION DRN All Geosyntec' COriSUl=tS C a IN S T R U C T 1 o N 12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION TAMPA, FL 33637 USA ONE O'HARE CENTER TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050 AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA TITLE: DETAILS PROJECT: NESTLE ZEPHYRHILLS PLANT 4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA SITE: TRUCK PARKING MODIFICATIONS F THIS DRAWING MAY NOT BE ISSUED FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019 CONSTRUCTION, UNLESS SEALED. DRAWN BY: MRM PROJECT No.: FL3619 SIGNATURE CHECKED BY: MHS FILE: FL3619PO9 REVIEWED BY: TDA DRAWING NO.: DATE PERMIT DRAWING NOT FOR CONSTRUCTION MICHAEL H. SCOTT, PE - LICENSE NO.72475 APPROVED BY: MHS 10 of 12 5 6 7 8 1 1 2 1 3 1 4 1 5 6 1 7 1 8 U N EMP F 100 'b1 I— W W LL z O 80 W J W 100 70 100 N W 90 W LL Z O W 80 W 70 70 60 Oi g 1 I f i f d t D-2 TYPE F INLET (FDOT 233) I PROPOSED B s EXISTING GRADE TOP EL=82.10 PROPOSED ADE r k D-1 TYPE F INLET (FDOT 233) ; C R , POND EXPANSION 24 DIA RCP INV EL=77.50 I TOP EL=82.10 I 24" DIA RCP IN EL-77 50 4" ° `, — DIA RCP V EL-7 90 2 IN 7 I 1.030/© P.84% _ _ 0.84% 1.07% I/�— 3 --—------------ --- -- ----- — --------g---- — — — — — — — ---- ; -- ------ ----- 3 i i I i / \_D-t MITERED END SECTION (F DOT 272) 132 LF OF 24" DIA RCP @ 0.4% 7 _ 211 LF OF 24" DIA RCP @ 0.2% 24" DIA RCP INV EL=77.00 % I I I g a I 3 { pp S f f , , � : 3 z O _ O O O d M I` r CO - O - �— N M „L d Lo ,• 4 co N c- 00 C" O O O O :,, r : Od CO : _, M M O Cr N N (` !� CO N n N N N N N ^rj N N M ; N, ,,..: � .. � �- � Y (` , � O �,., CO «; 00 �� W tt� 00 ,�� 00 �� CO '� 00 max? coN`' ONO cxs ONO ��` O �.� � �a CO CO s' ONO � co O e 00 + + + 1+00 + + + 2+00 CL .100 -80 -60 -40 -20 0 20 40 60 80 100 B STA 1 +00 8 -100 -80 -60 -40 CL -20 0 20 STA 2+50 9 0 20' 40' SCALE IN FEET (HORIZONTAL) 0 10, 20' SCALE IN FEET (VERTICAL) 40 60 80 100 100 H 90 W W LL Z O H Q 80 J W 70 100 90 W LL Z O H 80 w J W 70 1 ' 2 ' 3 ' 4 + 3+00 DISTANCE (FEET) A PROPOSED GRADE PROFILE 8 HORIZONTAL: 1" =20' VERTICAL: 1" =10' + + 4+00 + + + 5+00 + +' , 6+1 LUE I— W W LL z 80 O a W J W 70 60 )0 /G1 C D E I REV DATE DESCRIPTION DRN APP Geosyntec'alsvmm� -waft, n consultants C 0 N S r R u C T 1 0 N 12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION TAMPA FL 33637 USA ONE O'HARE CENTER TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050 7 DETAIL AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA TITLE: 9 PIPE BEDDING CROSS SECTIONS SCALE: NTS PROJECT: NESTLE ZEPHYRHILLS PLANT 4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA SITE: TRUCK PARKING MODIFICATIONS F THIS DRAWING MAY NOT BE ISSUED FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019 CONSTRUCTION, UNLESS SEALED. DRAWN BY: MRM PROJECT NO.: FL3619 SIGNATURE CHECKED BY: MHS FILE: FL3619PO5 REVIEWED BY: TDA DRAWING NO.: DATE PERMIT DRAWING - NOT FOR CONSTRUCTION MICHAEL H. SCOTT, PE - LICENSE NO.72475 APPROVED BY: MHS 11 OF 12 5 6 7 8 i - fir. i : 8 F, F9 79 RETENTION AREA BUFFER REQUIREMENT MET BY RETAINING PRESERVATION OF EXISTING HEAVY DENSE NATURAL TREE & FOLIAGE VEGETATION PER 7.06.04.01 H 0 LIMIT OF LANDSCAPE AND IRRIGATION WORK THIS CONTRACT a> co �• JK UK EXISTING TREE BUFFER EX ING FENCE MASS TO BE PRESERVED 2 C-6 AND PROTECTED 20' PROPOSED LANDSCAPE BUFFER TYPE 'D' REQUIREMENT FOR DEVELOPMENTS LARGER THAN 15 ACRES IN SIZE; SHADE TREES ARE TO BE INSTALLED AT 50' ON CENTER WITH REMAINDER OF THE BUFFER PLANTED WITH SHRUBS PLANTED AT THE RATE OF (FIVE) SHRUBS PER REQUIRED TREE; NO MORE THAN 50% OF OF THE REQUIRED LANDSCAPE AREA MAY BE GRASSED WITH THE BALANCE PLANTED WITH SHRUBS AND GROUND COVERS; VEHICULAR USE AREA (VUA); A MINIMUM OF 10%OF THE VUA SHALL BE LANDSCAPED WITH ONE SHADE TREE PER 200 S.F. OF VUA; THIS REQUIREMENT IS REQUESTED TO BE WAIVED DUE TO THE TRUCK TRAILER USE OF THE FACILITY. LOCATE NEW TREES UK u i CTR'Di4 Kip �1 f-L8, i .5' C 50' PG ! P I LS r >o !,• •'j' CTR'D. NOTE 4 MG RI V25 i / lil ONE ras FR 2.5' 1 1. :� / CTR'D 3 2.5' !^ i 9 15' V15' V1TFCD RIPROJECT FENCE 1 C D•' 19 2.5' I MULCH ONLY AROUND CONSTRUCT TREE I I EXISTING TREE CONSTRUCT TREE ' PROTECT! BARRIER PROTECTION BARRIER r' NOTE J� SEE DETAILG-L104 SEE DETAIL G-L103 I' r�s-,...____--_..._....._'. �-....-.,^""�„d.�„�,�..�--•-`" 'ram,.-• r^-" .�- Y--."'r""`:- i`— NOTE: ✓ �/� — "� x'� EXISTING TREES #10, #11, #13, #14, #15 SHALL BE PRESERVED AND TREE REPLACEMENTS REDUCED IN THE EVENT THAT NO POND EXPANSION TAKES PLACE177 _ .. EXISTING TREES MARKED T-009 THROUGH T-042 FIELD LOCATED BY LANDSCAPE ARCHITECT (NOT SURVEYED ACCURATE) i t III �.� . .. s .... �..-,.... . .� .. _ "�l�T 7-.7 N .9��/°�jT°T.T°.. �.� S°i'°T 9Y'C�Ai II�, /I T,.TG If Ti ,T�:� ►� \"�.,��. r�Y �a►r�� e��°°1°��..�..��rr� 1n--��Jr►�-,.°y°° 1�°C.*��Ir'ri*!at:-f .�r.;I•����1E,r °° • i - Y///// %/tee • _ : -: TYPE 2 SOD 2I T R1C71WATER FIE Tl _ 1 } AREA EXP SI ! 0 WIDTH ff. T rwi T "A NOTE #3 — :....' TYPE 2 SOD ° . TYPE' 1'' VWIDTH :..''.a I ...... J 20' POSED L. •.;'. LANDSCAPE....I.....................:...... . �. 1 r `°" / BUFF I I1 L� r°cr,r j •. raa TRAILER STALLS TRAILERS LS l it ,-j- • • • • • • - • • • •�- '•� i• `• Ten T-01 !f 1L `r. -_ DL OL - OL _ __ - L -- -- - _ OL 0 \y`� — _y -- \ _ •,," . — .5 �.� . . . *.* N a. LIMIT OF LANDSCAPE --- - __ �� r�' �? 4 /f AND IRRIGATION WORK TYPE 2 SOD ° THIS CONTRACT -- ---- ¢` 0 - . M ' _ /! �// D 0 0 EXISTING BUILDING TYPE 2 SO NOTE: THERE ARE NO GRAND TREES ON THE SITE SUBJECT TO IMPACTS SCHEDULE OF DOSTMG TREES (IN PROJECT WORK A" MAW CALIPER INCHES (D.B.H.) SPECIES REMOVE OR PRESERVE REPLACEMENT FOR (EVERY TNO E PROTECTED TREES REMOVED TREES FOR EVERY ONE PROTECTED TREES REMOVED TOTAL NEW TREES RMUIt D 7-009 34' LIVE OAK PRESERVE T-010 8' ME REMOVE 1 T-011 10' PINE REMOVE t T-012 10' PINE REMOVE 1 T-013 26' LIVE OAK REMOVE 2 T-014 24' LIVE OAK REMOVE 2 T-015 12' PINE REMOVE 1 T-016 10' PINE REMOVE 1 T-017 8' PINE REMOVE 1 T-018 8' PINE REMOVE 1 T-019 30. LIVE OAK REMOVE 2 T-020 18' PINTO PALM HY818D REMOVE 1 T-021 3' CHERRY LAUREL REEVE T-022 18' LKYISTRUM REMOVE 1 T-023 8' CREPE MYRTLE REMIOVE 1 T-024 4' LAUREL OAK REMOVE T-025 2' LAUREL OAK SAPI MO REMOVE T-026 8' CREPE MYRTLE REEVE 1 T-027 8' CREPE MYRTLE REMOVE 1 T-028 8' CREPE MYRTLE REMOVE 1 T-029 4' LAUFa OAK REMOVE T-030 8',12,'14' TRIPLE OAK REEVE 2 T-031 5' OAK REMOVE T-032 12' OAK REMOVE 1 T-033 28' LIVE OAK REEVE 2 T-034 5' LAUREL OAK REMOVE T-035 14' LIVE OAK REMOVE 1 T-OM 14' POST OAK REMOVE 1 T-037 8r OAK REMOVE 1 T-038 8' DDIE. OAK REMOVE 2 T-039 18' LAUREL OAK REMOVE 1 T-W 18' LAUREL OAK REMOVE 1 T-041 12' LIVE OAK REMOVE 1 T-042 8' DEAD TREE REMOVE T-W 8' OAK REMOVE 1 TOTAL SUB -TOTAL 21 SUB -TOTAL 12 REQUIRED NOTE: REPLACEMENT EXISTING TREES #10, #11, TREES 33 #13, #14, #15 SHALL BE PRESERVED AND TREE REPLACEMENTS REDUCED IN THE EVENT THAT NO POND EXPANSION TAKES PLACE 20' PROPOS D TYPE 'D' LAB DSCAPE BUFFER W/ HRUBS PLACED IN STAG GE ED DOUBLE ROWS LIMIT OF LANDSCAPE AND IRRIGATION WORK THIS CONTRACT SCALE: 0 40 80 LANDSCAPE/TREE PLAN TRUCK PARKING ADDITION SEE SHEET L103 FOR EXPLODED VERSION OF THIS PLAN WITH ADDITIONAL REPLACEMENT TREES 2 NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. Always call 811 two full business days before you dig to have underground utilities located and marked. Sunshine mcom PROJECT F F LAB k4GATI 2 PROP�D LANDS P V'UFFER TYPE 6 t1 EQUIR M DIET BY PRESERVA�t9N 0 EXISTING HEAVY DENSE NATURAL TREE & FOLIAGE STAND._ rl Al } X dE: 74.56 EXISTING TREE CANOPY AND DRIP LINE BY AERIAL PHOTO IMAGERY, TYPICAL x REVISIONS NO. DATE NOTE REVISIONS 2 10-25-2019 OWNER: NESTLE WATERS NORTH AMERICA a 1 L PROJECT: TRAILER PARKING ADDITION - NWNA BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com 9 fi SEAL: PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 LANDSCAPE/TREE PLAN TRUCK PARKING ADDITION SCALE: 1" = 30' JOB NO.: 082919 SHEET NO.: ISSUED FOR: ❑ PRELIMINARY ❑ PERMITTING M FINAL ❑ CONSTRUCTION ❑ RECORD DATE: 10-24-2019 L 10 1 10-30-2019 s a -- 71110i 1,1u 1.-.: 111111 iIJ Jililda If I C IId, lH AIIIA, I AMIIIJ .,1 II kk,II it d. ..AI Ill a 0 -4. E Cn co ilk UK EXISTING FENCE D-6 /w. 00% S NOTE: RESTORE ALL GROUND SURFACE AREAS WITHIN R/W IF DAMAGED BY THIS NO T E CONSTRUCTION # 6 ®V %_fN %-Ifl A I i I Xi l L-1 IN L_ AREA MAY BE GRASSED WITH THE BALANCE NOTE: PLANTED WITH SHRUBS AND GROUND COVERS; I p�_ _�,p 11� - L F R bbl 1.b' Z� L[M1T�_`­ LANDSCAPE -,A ' 4 IRRIGATION WORK iD THit CONTRACT PG T 2 r) I MG Z_ 0 2 ADJU 0 x 111 LS PROJECT 0 1, NN111101, 1D. CTR RI 0 Vill A MG 0- NOTE #4 I _UDR, . . . . I - EXIST[' TREE OPY FR 2.5 30 2.5' If 3 301 25� \LINE B IAL 1 CTR'D �Jbj I.b N, -,,AND D j FR P AL Le OTOIMAO�RY, REMOVE SMALL L 7 RI MG 1 CTR'D C 1 CT PALM ADJUSI_� PROJECT FENCE 19 2.6 x X MULCH ONLY AROUND CONSTRUT TREE -4 STRUCTTREE EXISTING TREE PROTECTION BARRIER PROTECTION BARRIER SEE DETAIL G-1_103 SEE DETAIL G—L103 ' NOTE 4 LIMITSOF LANDSCAPE 20PROPOS D #3 AND IRRIGATION WO 0§ --�-TYPE 2 SOD TYPE'DLANIDSCAPE THISII CONTRACT TO M �-WIENT BUFFER W/SHRUBS PLACED 1E izzE ,-ION 10) W1 DTH IN STAGGEr"ED DOUBLE 9 x" lilt ROWS 1 LIMIT OF LAD AE�� tNOTE: TYPE LSOD AND IRRIGATIO '0 'KI E LOCATE TREES, PALMS AND WIDTH THIS C NTRA�T� 2 ADJ r" SPRINKLERS MINIMUM OF 8' FROM PAVEMENT EDGE, 20'PRO��D LANDSCAPE,""\ PRQPOSED TYPICAL; SHOWN TYPE 'P'LANDSCAPE FFER TYP�_1REQUIR`�ME'Ni SCHEMATICALLY ONLY 1/ wu -4— BUFFER /MET BY PRESERVATIG�O� � S P TRAILER STALLS TRAILER STALLS EXISTING HEAVY DENSE p NATURAL TREE & FOLIAGE TYPE 1112 SOD f STAND OL -7L- j Oij OL OL* CAL OL OL OL OL 01, OL OL 0 OL OL - OL OL L. OL L OL OL OL OL OL z*1 4= X_ PE ION d 0 0 11�kl N\ AD 3 7 0 Air -40 H0 0% B x x BOC x LIMIT OF LANDSCAPE LIMIT OF LANDSCAPE D-AND IRRIGATION WORK D__ AND IRRIGAT*N, WORK TYPE 2 OD THIS CONTRACT---- D D 24' RCP _THFj-MNTRAC j D D 24' RCP D D E 1535 D EXISTING BUILDING 17 ......................... 2 / RRGATION SPRINKLERS, PIPE AND TREES SHOWN )F LANDSCAPI UkI G A -TI I IN 71 Vil 'Ix THIS CONTRACT Alston Avenpe UK UK — 0, UK Pavement I I A T-0-09 r Mj �51 III' kill _W", 1IF N P, 40 two (—N! It 0, NA., Z*41_110- 0-.1 ti�lffir NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. 50- 7 SCALE: EXPLODED LANDSCAPE/TREE PLAN -TRUCK PARKING 0 20 40 Akvays call 811 two full business days before you dig to have underground utilities located and marked. REVISIONS NO. DATE NOTE REVISIONS 2 10-25-2019 OWNER: NESTLE WATERS NORTH AMERICA 1211 PROJECT: TRAILER PARKING ADDITION- NWNA BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 r�� CLIENT: a s on construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 FX (847) 292-4501 PROJECT MANAGER: R. FINN'tGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 LANDSCAPE/TREE PLAN TRUCK PARKING ADDITION -EXPLODED SCALE: V = 30- JOB NO.: 082919 SHEET NO.: 1102 ISSUED FOR: El PRELIMINARY F-1 PERMITTING 2(FINAL F-1 CONSTRUCTION F-] RECORD DATE: 10-24-2019 10-30-2nlg ■ Lid F-6 ■ T7 I -r— ___T_T - I I . I ­ I I __ -1 i --- — — - — - _! : I. 11, 11 Ll _,11L.. I''.. .. A 1i.111J11il­ -.L. �i, , :1 111111 1 En 28. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OVERSEEING THE INSTALLATION AND MAINTENANCE OF REQUIRED PLANTS AND TREES PER THIS APPROVED PLAN AND FOR A ONE YEAR GUARANTEE ON ALL REQUIRED PLANT MATERIAL; IF ANY REQUIRED PLANT MATERIAL DIES WITHIN THE FIRST YEAR, THE CONTRACTOR MUST REPLACE IT/THEM. THE CITY AND THE CONTRACTOR MUST MEET ON SITE UPON COMPLETION OF THE LANDSCAPE INSTALLATION FOR AN INSPECTION. CONTRACTOR MUST CONTACT THE CITY TO ESTABLISH THE INSPECTION TIME. THE CITY INSPECTOR HAS THE RIGHT TO REJECT THE PLANT MATERIAL IF IT DOES NOT MEET CITY REQUIREMENTS AND TO TO HOLD THE CERTIFICATE OF OCCUPANCY UNTIL ALL REQUIRED PLANTS ARE PROPERLY INSTALLED TO THE INSPECTOR'S SATISFACTION. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER DURING THE GUARANTEE PERIOD. 29, THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE SUITABILITY TO SUSTAIN HEALTHY PLANT GROWTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS. OWNER SHALL MONITOR PRESERVATION & MAINTENANCE OF GUY WIRE FLAGS FOR SECURING TREES TO MAINTAIN SAFETY. 30. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKES AND GUY WIRES FROM TREES WHICH ARE ESTABLISHED AT THE END OF ONE (1) COMPLETE GROWING SEASON, TREES WHICH HAVE BEEN REPLACED SHALL REMAIN STAKED FOR ONE (1) FULL GROWING SEASON, AND THE OWNER SHALL BE RESPONSIBLE FOR REMOVING TREE STAKES AND GUY WIRES. 31. ALL LANDSCAPE BIDS SHALL BE ITEMIZED WITH THE AMOUNTS BASED ON UNIT PRICES. ANY SUBSTITUTIONS, ADDITIONS, OR DELETIONS WILL CHANGE THE TOTAL AMOUNT OF THE CONTRACT FEE BASED ON THE ABOVE MENTIONED UNIT PRICE CRITERIA. 32. LANDSCAPE SHALL COMPLY WITH CHAPTER 10 LAND MANAGEMENT- LANDSCAPING STANDARDS OF CITY OF ZEPHYRHILLS, FLORIDA. 33. THE LANDSCAPE CONTRACTOR SHALL SUBMIT A SEPARATE PROPOSAL FOR A ONE (1) YEAR MAINTENANCE AGREEMENT. 33. IN THE EVENT PLANT MATERIAL AND/OR IRRIGATION IS SHOWN OUTSIDE PROPERTY LINES ON THE PLANS, IT IS THE INTENT OF THE LANDSCAPE ARCHITECT TO HAVE ALL TREES, SHRUBS, GROUNDCOVERS AND IRRIGATION SYSTEMS INSTALLED BY THE CONTRACTOR WITHIN THE PROJECT PROPERTY LINES. CONTRACTOR SHALL STAKE THE PROPERTY LINE PRIOR TO ANY INSTALLATION WORK. LANDSCAPING STANDARD NOTES 1. ALL PLANT MATERIAL SHALL BE GRADE FLORIDA NO. 1 OR BETTER PURSUANT TO THE FLORIDA DEPARTMENT OF AGRICULTURE STANDARDS FOR NURSERY PLANTS, WHICH IS INCORPORATED HEREIN BY REFERENCE. 2. INSTALLED TREES AND PLANTS SHALL BE GROUPED TOGETHER INTO LANDSCAPE PLANT ZONES ACCORDING TO WATER AND CULTURAL (SOIL, CLIMATE AND LIGHT) REQUIREMENTS. PLANT GROUPINGS ARE AS FOLLOWS: DROUGHT TOLERANT, NATURAL AND OASIS. 3. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA GROWERS AND LANDSCAPE ARCHITECTS CRITERIA. 4, ALL PORTIONS OF A SITE UPON WHICH DEVELOPMENT HAS COMMENCED, BUT NOT CONTINUED FOR A PERIOD OF 30 DAYS, SHALL BE PLANTED WITH A GRASS SPECIES OR GROUND COVER TO PREVENT EROSION AND ENCOURAGE SOIL STABILIZATION. ADEQUATE COVERAGE, SO AS TO SUPPRESS FUGITIVE DUST, SHALL BE ACHIEVED WITHIN 45 DAYS. 5. IRRIGATION SHALL BE PROVIDED IN ACCORDANCE WITH THE IRRIGATION STANDARDS SET FORTH IN THE CITY OF ZEPHYRHILLS, FLORIDA CODE. 6. MULCH SHALL BE USED IN CONJUNCTION WITH LIVING PLANT MATERIALS SO AS TO COVER EXPOSED SOIL, MULCH SHALL BE INSTALLED TO A MINIMUM DEPTH OF THREE INCHES. THE MULCH SHOULD NOT BE PLACED DIRECTLY AGAINST THE PLANT STEM OR TREE TRUNK. MULCH SHALL NOT BE REQUIRED FOR ANNUAL BEDS. 7. ALL EXISTING TREES ITHIN THE NEW LANDSCAPE LIMIT LINES OWN ON THE PLANS TO BE PRESERVED SHALL B RIMMED OF LOW LIMBS, CROSS BRAN ING AND BROKEN LIMBS WHICH EXHIBIT A RISK T RIANS EXISTING TREE LIMBS ENCROACHING ON VEHICLE AND PE TRIAN TRAVEL ARES TO PROVIDE A 14' CLEARANCE FROM THE PAVEMENT. PRUNING OR TRIMMING OF EXISTING TREES SHALL COMPLY WITH 'ANSI' PRUNING STANDARDS SECTION A300 AS AMENDED. GROUND AREAS BENEATH THE EXISTING TREES TO BE PRESERVED SHALL BE CLEANED AND CLEARED OF TRASH, VINES, AND ANY GROWTH DELETERIOUS TO THE HEALTHY SURVIVAL OF THE EXISTING REMAINING TREES. PREPARE GROUND AREAS UNDER EXISTING TREES BY USE OF HAND TOOLS ONLY. DO NOT EMPLOY THE USE OF MECHANICAL EQUIPMENT, UNLESS APPROVED BY THE LANDSCAPE ARCHITECT. PREPARE THESE GROUND AREAS SUFFICIENT FOR THE PLACEMENT OF A LIGHT LAYER OF LEAF MULCH EXTENDING V OUTWARD FROM THE TREE. INSTALL SOD TO THE LIMIT OF THE LEAF MULCH. DO NO INSTALL SOD WITHIN 8' OF EXISTING TREES. 8. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY CONDITION IN PERPETUITY IN ACCORDANCE WITH CITY OF�ZEP9. GOINTENANCE TO P T TH SHMENT=FPROHIBI D EXOTIC SPECIES IS REWIRED. Always call 811 two full business days before you dig to have underground utilities located and marked. LANDSCAPE SPECIFICATIONS 1. WORK UNDER THESE SPECIFICATIONS SHALL CONSIST OF PREPARATION OF PLANTING AREAS, FURNISHING AND PLANTING ALL PROPOSED NEW PLANT MATERIALS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING, STAKING, WATERING, PRUNING, FERTILIZING, MULCHING, LAYING AND ESTABLISHING SOD THROUGH WATERING AND MOWING, AND MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY THE OWNER. 2. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL LANDSCAPE WORK AND MATERIALS WHICH, IN HIS/HER OPINION, DO NOT MEET THE REQUIREMENTS OF THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS. 3. NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS OR THESE SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 4. THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS ARISING DURING CONSTRUCTION OR INSTALLATION OF ANY IMPROVEMENTS SHOWN OR IMPLIED ON THE DRAWINGS AND/OR SPECIFICATIONS. 5. THE LANDSCAPE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN THE QUANTITIES LISTED ON THE PLANT MATERIALS LIST. 6. IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANTING PLAN, THE PLANTING PLAN SHALL CONTROL. 7. ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL -BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY, WELL -DEVELOPED ROOT SYSTEMS. 8. ALL PLANTS SHALL BE NURSERY GROWN STOCK AND SHALL COMPLY WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, PLANT REGULATIONS AND REQUIREMENTS FOR MEASUREMENT, BRANCHING, AND CULTURAL PRACTICES; AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, "GRADES AND STANDARDS FOR NURSERY PLANTS", PARTS I AND 11, INCLUDING ANY REVISIONS AS DETERMINED BY THE STATE PLANT BOARD OF FLORIDA. 9. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 10. AS PER THESE DRAWINGS AND SPECIFICATIONS, THE "HT." (HEIGHT) OF PROPOSED PLANT MATERIALS, UNLESS OTHERWISE SPECIFIED, SHALL MEAN THE ACTUAL DISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON THE TRUNK OR BASE OF THE PLANT TO THE TOP ELEVATION OF THE PLANT. 11. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS FOR SIZE AS SPECIFIED IN THE PLANT LIST. EXCEPTIONS ARE PLANTS LARGER THAN SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE LANDSCAPE ARCHITECT BUT, USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF THE USE OF LARGER PLANTS IS APPROVED, THE SPREAD OF ROOTS OR BALL OF EARTH SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. 12. WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE, A REASONABLE SUBSTITUTION MAY BE MADE UPON REQUEST IN WRITING BY THE LANDSCAPE CONTRACTOR IF APPROVED BY THE LANDSCAPE ARCHITECT. 13. THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL WORK AS SHOWN ON THE PLAN AND CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS AND ADJUST AS PER THE LANDSCAPE ARCHITECT'S DIRECTION. 14. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM THE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 15, LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. 16. IT SHALL BE THE LANDSCAPE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY "SUNSHINE" AND ANY OTHER INTERESTED AGENCIES OR PARTIES OF HIS INTENT TO EXCAVATE AND TO OBTAIN FROM ALL AGENCIES OR OTHER INTERESTED PARTIES LOCATIONS OF ALL EXISTING UTILITIES OF EVERY KIND IN THE AREAS WHERE HE INTENDS OR PLANS TO EXCAVATE. SUCH LOCATIONS SHALL BE OBTAINED PRIOR TO STARTING CONSTRUCTION AND SHALL BE MAINTAINED DURING CONSTRUCTION. 17. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. 18. THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 19. ALL PLANTING AREAS SHALL BE FINE GRADED BY THE LANDSCAPE CONTRACTOR. LANDSCAPE INSTALLER SHALL COORDINATE WITH THE SITE GRADING CONTRACTOR. GENERAL NOTES 1 WARNING: ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION: CALL "SUNSHINE" AND THE UTILITY OWNER(S) TWO FULL BUSINESS DAYS BEFORE BEGINNING WORK. TELEPHONE: 811 2. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF CITY OF ZEPHYRHILLS, FLORIDA 3, REQUIRED TREE BARRICADES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES MAY RESULT IN ENFORCEMENT ACTION. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 5. ALL TREE REMOVAL AND TREE PROTECTION SHALL COMPLY WITH THE TREE PROTECTION CODE OF CITY OF ZEPHYRHILLS, FLORIDA. NOTE, LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. 20. ALL PROPOSED PLANTING AREAS FOR TREES, PALMS, SHRUBS, AND GROUND- COVERS SHALL BE TOP DRESSED WITH A MAXIMUM OF THREE (3) INCHES OF SMALL PINE BARK NUGGETS SPREAD UNIFORMLY IN DEPTH OVER THE PLANTING BEDS AS DELINEATED ON THE PLANS, UNLESS OTHERWISE SPECIFIED. 21. THE SURFACE OF ALL AREAS TO BE GRASSED OR SODDED SHALL BE PREPARED FOR THE PLACEMENT OF SOD BY THE LANDSCAPE CONTRACTOR BY HAND FINISH GRADE RAKING. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE AREAS AS SHOWN ON THE PLAN TO RECEIVE SOD AND LAY SOD EVENLY WITHOUT HUMPS, BARE SPOTS, VOIDS OR GAPS. ALL JOINTS SHALL BE STAGGERED. APPLY WATER DAILY TO ESTABLISH A HEALTHY LAWN UNTIL LAWN IS ESTABLISHED TO THE FULL SATISFACTION OF THE OWNER OR THE OWNER'S REPRESENTATIVE. 22. ALL OTHER AREAS DISTURBED DURING CONSTRUCTION SHALL BE SODDED WITH ARGENTINE BAHIA GRASS UNLESS OTHERWISE SPECIFIED ON THE PLANS, DETAILS OR SPECIFICATIONS. 23. THE LANDSCAPE CONTRACTOR SHALL CONTROL RUNOFF AND EROSION DURING CONSTRUCTION THROUGH THE USE OF SEDIMENT BASINS, STRAW OR HAY BALES AS APPROPRIATE. 24. THE LANDSCAPE CONTRACTOR SHALL SPRINKLE OR OTHERWISE MANUALLY APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION AND FUGITIVE DUST. 25. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY HIS CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. 26. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE, AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF THE CONTRACT AND FINAL ACCEPTANCE BY THE OWNER. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. 27. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT IN WRITING, AND RE- QUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. 0 INSTALL IF WAT A L 104 E L 104 TREE PLANTING DETAIL TREE STAKE ROOTBALL SOIL BERM FOR WATERING MANUALLY. DRIP LINE 3 HOSE GUY WIRE) ANIZED TURNBUCKI. MANIC MULCH. DO ECT OVER THE SITE. ED BOTTOM _. .... __ ... _ ...__ . , ..... -INUM OF 2" (TWO INCHES) ABOVE FINISHED GRADE. IN THE EVENT, UNDERGROUND WATER IS PRESENT, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOT TO SCALE DR PLANS FOR MORE EXTENSIVE REQUIREMENTS _EDGE IF PAVEMENT OR CURB GRASS NOTE: EXCAVATION & SOIL BACKFILL NOTES IN THIS DETAIL ARE MINIMAL REQUIRED; REFER TO SPECIFIC �---EDGE OF BEDLINE NOTES, SPECIFICATIONS AND PLANS FOR MORE EXTENSIVE ` REQUIREMENTS NOTE: LOCATE PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUIDISTANT FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). SHRUB/GROUNDCOVER SPACING PLAN PRUNING OR TRIMMING OF NEW & EXISTING TREES SHALL COMPLY WITH 'ANSI' PRUNING STANDARDS SECTION A300-2001 AS AMENDED. 0 EXISTING HARDWOOD TREE \ b b b b �b b b b DRIPLINE b NOT TO SCALE PLANT SHRUB SO THAT TOP OF ROOTBALL IS A MINIMUM OF 2" (TWO INCHES) ABOVE FINISHED GRADE. TE W/ MAXIMUM 3" MULCH SOIL BERM FOR WATERING MANUALLY. PREPARE PLANTING BED THROUGHOUT GROUND COVER AREA, MINIMUM 12" DEPTH OF PLANTING SOIL IN GROUNDCOVER PLANTING BEDS PLANTING SOIL MIXED PER SPECIFICATIONS PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. D SHRUB AND GROUNDCOVER PLANTING DETAIL L 1 O NOT TO SCALE 4 NOTE: EXCAVATION & SOIL BACKFILL NOTES IN THIS DETAIL ARE MINIMAL REQUIRED; REFER TO SPECIFIC NOTES, SPECIFICATIONS AND PLANS FOR MORE EXTENSIVE REQUIREMENTS REVISIONS NO. DATE NOTE REVISIONS 2 10-25-2019 OWNER: NESTLE WATERS NORTH AMERICA PROJECT: TRAILER PARKING ADDITION- NWNA BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA33542 Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com I SEAL: PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN: 1. PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTIONu. ROBERT G uc NACTIVITIES 761G_.. TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. DRAWINCHoDTANEMBOSSED SEAL WITHORIGINAL 2. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED BY THE LANDSCAPE ARCHLTECT Of RECORD WITHIN AN AREAS WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES. A PROTECTIVE CLIENT: BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE alston construction BARRICADED AREA. THE FOLLOWING REPRESENTS THE CITY OF ZEPHYRHILLS MINIMUM PROTECTIVE BARRIER SPECIFICATIONS: 3. TO RESTRICT ACCESS INTO THE AREA WITHIN THE CANOPY ONE O'HARE CENTER DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN 6250 N. RIVER ROAD, SUITE 4050 HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE MATERIAL, IS DIRECT (847) 292-4525 PLACED AROUND THE TREE AT THE CANOPY DRIPLINE, EXCEPT WHERE M (312) 909-5904 LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED FX (847) 292-4501 WITHIN THE CANOPY DRIPLINE. 4. THE CANOPY DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND. DETAIL G, L104. 5. BARRIER SPECIFICATIONS FOR TREES: FOUR UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER; OR UPRIGHT STAKES SPACE AT 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR MATERIAL OF COMPARABLE DURABILITY. DETAIL (3, L104 6. NATURAL AREAS: TO RESTRICT ACCESS INTO AREAS WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE NOT AUTHORIZED A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT IS PLACED ALONG THE PERIMETER OF SUCH AREAS. 7. BARRIER SPECIFICATIONS FOR NATURAL AREAS: UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER SPACED NO MORE THAN 25' APART AND CONNECTED BY TWINE FLAGGED WITH PLASTIC SURVEYING TAPE AT REGULAR INTERVALS OF 5-10'. OTHER METHODS OF DEMARCATION WILL BE CONSIDERED DEPENDING UPON THE CHARACTERISTICS OF THE SITE. RIPLI11;=1 D=1"x2"BOAR7DS ULDDRIPL TREE BARRICADE DETAIL 8. WHY A BARRIER?: H FOR NAT U RA L A R EAS A) TO PROTECT ALL ABOVE GROUND PORTIONS OF TREES AND OTHER rG TREE BARRICADE DETAIL NOT TO SCALE SIGNIFICANT VEGETATION FROM MECHANICAL DAMAGE; B) TO PROTECT ROOT SYSTEMS FROM COMPACTION. _ ��LlJ04 C) TO PROVIDE AWARENESS OF PROTECTED AREAS TO EQUIPMENT OPERATORS. L 104 NOT TO SCALE ISSUED FOR: ❑ PRELIMINARY ❑ PERMITTING dFINAL ❑ CONSTRUCTION ❑ RECORD DATE: 10-24-2019 10-30-2019 WOOD STAKE TX2"X2" RIBBON BARRIER (see specifications) BARRICADE SHALL g f aJ BE PLACED NO GREATER THAN 5' FROM POND BANKS A = 3' X 2" X 2" B = 12" C=4'-5'APART n A UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER SPACED NO MORE THAN 29 APART CONNECTED SYTWINE FLAGGED WITH PLASTIC SURVEYING TAPE AT REGULAR INERTVALS OF 5-10' PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 LANDSCAPE SPECIFICATIONS & DETAILS SCALE: NO SCALE JOR NO.: 082919 SHEET NO.: L103 FT 21 NOTESLANDSCAPE MATERIALS LEGEND BUFFER TREES ARE INCLUDED IN THE REQUIRED NUMBER OF TREES TO BE PROVIDED FOR TREE REPLACEMENT 1. SOD ALL AREAS SPECIFICALLY NOTED ON THE PLANS. INSTALL ST. AUGUSTINE 'FLORATAM' SOD ONLY AT LAWN AREAS BEING IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM AS SHOWN ON THE IRRIGATION PLANS. ALL OTHER LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH ARGENTINE BAHIA SOD INCLUDING AREAS WITHIN RIGHT-OF-WAY DAMAGED BY CONSTRUCTION. HOLD BACK SOD (6) FEET FROM THE TRUNKS OF EXISTING TREES TO BE PRESERVED. 2. MULCH ALL PLANTING BEDS AND AROUND INDIVIDUAL TREES TO A MINIMUM DEPTH OF 3 INCHES WITH AN APPROVED ORGANIC MULCH. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO STARTING WORK IN COMPLIANCE WITH LOCAL AND STATE LAWS. 4. WHERE TWO OR MORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS DESIGN, IT IS THE INTENT THAT ROWS BE STAGGERED IN A TRIANGLE TO COMPLY WITH LOCAL REQUIREMENTS, IF APPLICABLE. 5. ROOT PRUNING OF EXISTING TREES SHALL BE ACCOMPLISHED PRIOR TO THE START OF ANY WORK ON THIS PROJECT, IF EXISTING TREES ARE PRESENT WHICH ARE IDENTIFIED AS REQUIRING ROOT PRUNING. 6. PRUNING OF NEW & EXISTING TREES SHALL BE PERFORMED IN ACCORDANCE WITH THE ANSI A 300 PRUNING STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). GRAND TREES SHALL BE PRUNED ONLY BY AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) OR A REGISTERED CONSULTING ARBORIST WITH THE AMERICAN SOCIETY OF CONSULTING ARBORISTS (ASCA). A NOTARIZED AFFIDAVIT AFFIRMING AN ISA CERTIFIED ARBORIST OR AN AXCA REGISTERED CONSULTING ARBORIST SHALL BE SUBMITTED TO CITY OF ZEPHYRHILLS PRIOR TO THE PRUNING OF A GRAND OAK. 7. CONTRACTOR SHALL BARRICADE ALL EXISTING TREES IN ACCORDANCE WITH CITY OF ZEPHYRHILLS CODES. SEE SHEET L104 FOR DETAILS AND PLACEMENT. 8. IT SHALL BE UNLAWFUL TO UNDERTAKE THE FOLLOWING ACTIVITIES WITHIN THE DRIP LINE OF AN EXISTING TREE REMAINING ON THE SITE, UNLESS OTHERWISE APPROVED BY THE CITY OF ZEPHYRHILLS; REMOVE VEGETATION, EXCEPT BY HAND, OR PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND, OR UNDERTAKE ANY OTHER LAND ALTERATION OR CONSTRUCTION ACTIVITY WHICH WOULD CAUSE THE TREE TO DIE WITHIN A PERIOD OF TWO YEARS. 9. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE SHALL BE SEVERED CLEAN AT THE BOUNDARY OF THE AREA TO BE PRESERVED AROUND THE TREE. 10. ALL PLANTS AND TREES SHALL CONFORM TO THE STANDARD FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARD FOR NURSERY PLANTS, PARTS 1 AND 11, "FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR THE THE STANDARDS AS GIVEN BE FLORIDA #1 OF BETTER IN ACCORDANCE WITH ' GRADES AND STANDARDS FOR NURSERY STOCK," AMERICAN NATIONAL STANDARDS INSTITUTE. 11. WARNING: UNDERGROUND AND/OR ABOVE GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION. CALL 811 SUNSHINE UTILITY NOTIFICATION CENTER TWO DAYS BEFORE ANY EXCAVATION IS TO BE UNDERTAKEN. 12. ALL CONSTRUCTION SHALL COMPLY TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF CITY OF ZEPHYRHILLS, FLORIDA. 13. EXCAVATE ALL DELETERIOUS SOILS WHERE DISCOVERED WHICH WOULD BE HARMFUL TO HEALTHY PLANT AND TREE GROWTH SUCH AS LIME ROCK, CLAYS, JUNK, DEBRIS, ROCKS, STONES ETC. TO A DEPTH OF 24" FROM FINISH GRADE OR AS DETAILED FOR EXCAVATION FOR PLANT AND BALL PITS FOR NEW TREES AND SHRUBS, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DETRIMENTAL SOILS, GROUND WATER, OR UTILITY CONFLICTS OR ANY OTHER ADVERSE CONDITIONS WHICH ARE DISCOVERED PRIOR TO PLANTING ANY TREES FOR SHRUBS. FURNISH PLANTING SOIL AS SPECIFIED AND/OR DETAILED. DISPOSE OF EXCAVATED DELETERIOUS MATERIALS OFF -SITE IN A LEGAL MANNER. 14. FURNISH AND INSTALL NEW APPROVED HUMIC TOPSOIL PLACED IN 6" LIFTS, SEMI -COMPACTED AND LEVELED OFF 3" BELOW TOP OF CURB OR PAVEMENT EDGE. DO NOT EXCAVATE NEAR EXISTING TREES OR EXISTING PAVEMENTS SUCH THAT PAVEMENT CAN BE WEAKENED AND STRUCTURALLY COMPROMISED, 15. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 16. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS TO THE LANDSCAPE ARCHITECT FOR THOSE AREAS RECEIVING NEW PLANTINGS AND LAWN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. FERTILIZER REQUIREMENTS AS SPECIFIED OR NOTED ON THE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 18. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR THE PROPOSED LANDSCAPE AND SHALL COMPLY WITH ALL CITY OF ZEPHYRHILLS CODES AND REGULATIONS. WATER SOURCE SHALL BE DOMESTIC WATER METER OR AS SHOWN NOTED ON PLANS. 19. CONTRACTOR SHALL PREPARE AND INSTALL WETLAND MITIGATION PLANTINGS BY BY OBTAINING ALL NECESSARY PERMITS FROM SWFWMD AND OTHER REQUIRED PERMITTING AGENCIES. PREPARE PLANTING AREAS BY REMOVING INVASIVE SPECIES IF PRESENT, CLEANING PLANTING AREA OF DELETERIOUS MATERIALS, HAND GRADING AND OTHER APPROVED MEANS NECESSARY IN THE PROPER INSTALLATION OF PLANT AND TREE MATERIALS. 20. THE OWNER SHALL WATER AND MAINTAIN WETLAND PLANTINGS SUFFICIENT TO ESTABLISH THE PLANTINGS TO A QUALITY OF GOOD HEALTH AND SURVIVAL FOR A PERIOD OF ONE. YEAR AFTER PLANTING. A HOSE BIB IS TO BE UTILIZED AS SHOWN ON THE IRRIGATION PLAN. WETLAND PLANTINGS SHALL BE INSPECTED BY SWFWMD AT THE END OF THE ONE YEAR ESTABLISHMENT PERIOD. 21. THE CONSTRUCTION OF ALL ABOVE GROUND UTILITY APPURTENANCES VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SUCH AS PEDESTALS, UTILITY METERS, TRANSFORMERS, BACK -FLOW PREVENTION DEVICES, ETC, FOR NEW DEVELOPMENT OR REDEVELOPMENT ACTIVITIES SHALL CONFORM TO SCREENING REQUIREMENTS AS OUTLINED IN SECTIONO OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. PLANT LOCATION MUST BE CONSIDERATE OF REQUIRED SPATIAL SEPARATIONS FROM A FIRE FLOW PROTECTION APPLIANCE IN ACCORDANCE TO THE UNIFORM FIRE CODE. 22. ALL AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH ARGENTINE BAHIA SOD GRASS. INSTALL BAHIA GRASS TO ALL AREAS WHERE SOILS ARE PRONE TO EROSION AND WHERE SLOPES ARE GREATER THAN 5:1. 23. CONTRACTOR SHALL COMPLY WITH THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE TO MINIMIZE SOIL EROSION PROPOSED LAND ALTERATION ACTIVITIES. CONTRACTOR SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND. LANDSCAPE MAINTENANCE ALL LANDSCAPING, INCLUDING THOSE AREAS LOCATED IN THE PUBLIC RIGH-OF-WAY AS APPROVED THROUGH THE APPLICABLE DEVELOPMENT REVIEW PROCESS, SHALL BE MAINTAINED BY AN ENTITY OTHER THAN THE CITY. THE LANDSCAPE MAINTENANCE PLAN AND SCHEDULE SHALL BE SUBMITTED AS A PART OF THE ORDINANCE SHALL BE UTILIZED TO DIRECT THE ON -GOING MAINTENANCE OF THE LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY CONDITION IN PERPETUITY AS PER THE APPROVED LANDSCAPE PLAN ALL INSTALLED LANDSCAPING SHALL BE NEAT AND ORDERLY IN APPEARANCE AND KEPT FREE OF REFUSE, DEBRIS, DISEASE, PESTS AND WEED AND SHALL BE FERTILIZED AND IRRIGATED TO MAINTAIN PLANTS IN A HEALTHY CONDITION. ON -GOING MAINTENANCE TO PREVENT THE ESTABLISHMENT OF PROHIBITED EXOTIC SPECIES IS REQUIRED. ANY PLANT MATERIALS OF ANY TYPE AND KIND REQUIRED BY THESE REGULATIONS SHALL BE REPLACE WITHIN 30 DAYS OF THEIR DEMISE AND/OR REMOVAL. PAVING, TREATING OR COVERING A REQUIRED LANDSCAPED AREA IN ANY WAY THAT RENDERS IT IMPERVIOUS IS PROHIBITED, PARKING OF VEHICLES SHALL NOT BE PERMITTED IN REQUIRED LANDSCAPED AREA. IT SHALL BE THE RESPONSIBILITY OF OF THE CONTRACTOR TO REMOVE ANY DEAD, DISEASED OR DANGEROUS TREES OR SHRUBS OR PARTS THEREOF, WHICH OVERHANG OR INTERFERE WITH TRAFFIC CONTROL DEVICES OR PUBLIC SIDEWALKS. ALL PRUNING SHOULD BE ACCOMPLISHED ACCORDING TO HORTICULTURAL STANDARDS. TREES SHOULD BE PRUNED ONLY AS NECESSARY TO PROMOTE GOOD HEALTH. TREES MAY BE PERIODICALLY PRUNED OR THINNED IN ORDER TO REDUCE LEAF MASS IN PREPARATION FOR TROPICAL STORMS. ALL PRUNING SHALL BE ACCOMPLISHED BY A CERTIFIED ARBORIST IN ACCORDANCE WITH NATIONAL ARBORISTS STANDARDS. IRRIGATION SYSTEM LEGEND SYMBOL DESCRIPTION RADIUS ARC PSI GPM HUNTER PCB-05 BUBBLER NOZZLE (TRICKLE) WITH RETRACTABLE FLOOD 40 0.50 RISER (TREE BUBBLER); 2 PER TREE 0 HUNTER MPR40-12-CV-MPCORNER 12" POP-UP SPRINKLER (ADJ 45-105 DEGREE) 45 DEG 40 .19 HUNTER MPR40-12-CV-MP2000 12" POP-UP SPRINKLER O 90 DEG 40 .19 C INSTALLED IN EDGE OF SHRUB BED AREAS 120 DEG 180 DEG 40 40 .40 .74 3 8'-15' ADJ. ARC 210 DEG 40 .86 270 DEG 40 1.10 13'-21' RADIUS 360 DEG 40 1.47 HUNTER MPR40-12-CV-MPSS530 SIDE STRIP 12" POP-UP SPRINKLER SIX 30' CTR RECT. 40 .44 S HUNTER MPR40-12-CV-MPLCS515 LEFT STRIP 12" POP-UP SPRINKLER 5' X 15' RT 40 22 ® S HUNTER MPR40-12-CV-MPRCS515 RIGHT STRIP 12" POP-UP SPRINKLER 5' X 15' LFT 40 .22 S[3 INSTALLED INSIDE THE EDGE OF SHRUB BED AREAS GATE VALVE; NIBCO-SCOTT T-113 BRASS GATE VALVE IN METER SIZE VALVE BOX SIZE AS NOTED WITH LID; BROOKS, AMETEK OR APP'D EQUAL VALVE SHALL FUNCTION AS MAIN SHUT OFF OR ISOLATION VALVE AUTOMATIC ZONE CONTROL VALVE; HUNTER ICV-FS-AS ELECTRIC REMOTE SIZE AS NOTED CONTROL VALVE W/ ACCU-SYNC PRESSURE REG. MODULE INSTALLED IN METER SIZE VALVE BOX WITH LID; BROOKS, AMETEK OR APP'D EQUAL; INSTALL VALVES WITH APPROVED WATER PROOF WIRE CONNECTORS AND CONTROL WIRE MINIMUM SIZE #14 AWG, TYPE 'UFFROM VALVE TO CONTROLLER IN MAIN LINE IRRIGATION TRENCH; COMMON WIRE TO BE WHITE; IRRIGATION CONTROLLER INSTALLED AT WALL MOUNT LOCATION SELECTED BY OWN R; HUNTER I-CC2 MODEL 12C-800-PL PLASTIC OUTDOOR MODULAR CONTROLLER (12 ) STATION WALL MOUNTED WITH 120 VOLT LINE VOLTAGE POWER CONNECTION LJ FROM PROTECTED HOUSE CIRCUIT; INSTALL ALL WIRING TO CONTROLLER IN CONDUIT; INSTALL WITH HUNTER MINI-CLIK RAIN SENSOR AND BY-PASS SWITCH IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS; PLASTIC CABINET; CONFIRM FINAL LOCATION WITH OWNER PRIOR TO CONSTRUCTION; INSTALL CONTROLLER WITH 245 x 10' LENGTH COPPER GROUNDING RODS & CLAMPS WITH SOLID #8 GROUND WIRE IN ACCORDANCE WITH N.E.C. ALL ELECTRICAL WORK SHALL COMPLY WITH THE N.E.C. IRRIGATION LATERAL PIPE WITH SOLVENT WELD FITTINGS & JOINTS; PVC CLASS SIZE AS NOTED; INSTALL WITH 200 SDR 21; ONLY LATERALS WITH PIPE SIZES OF 3/4" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1/2" SIZE MIN. OF 12" OF EARTH COVER INSIDE PROPERTY LINES 11/4" IRRIGATION MAINLINE; SCHEDULE 40 PVC PIPE SIZE AS NOTED; INSTALL WITH - - - - - WITH SCHEDULE 40 SOLVENT WELDED FITTINGS; INSTALL WITH CONTROL WIRE MIN. OF 18" OF EARTH OR 24" FOR PAVEMENT COVER PLACED IN COMMON MAIN LINE TRENCH; 1 1/4" SIZE INSIDE PROPERTY LINES 1 1/2" WATER SUPPLY & P.O.C.; INSTALLED IN ACCORDANCE WITH LOCAL AND STATE CODES INSTALL WITH 1-1/2" DOUBLE CHECK VALVE BACKFLOW PREVENTER ON GALV. STL. PIPE 24" ABOVE POURED 4" THICK X 24" X 48" CONC. SLAB; PIPE SLEEVE MINIMUM 24" UNDER PAVING; SCHEDULE 40 PVC FOR IRRIGATION PIPE AND 2 PIPE DIAMETERS LARGER IRRIGATION PIPE AND ALLOW FOR IRRIGATION PIPING AND COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL; EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR OTHER IMPERVIOUS CONSTRUCTION; SEE DETAIL 4/111-2 HB 3/4" BRASS HOSE BIB IN PLASTIC METER SIZE BOX WITH LID FOR MANUAL WATERING OF BAHIA GRASS AREAS PLASTIC METER SIZE JUNCTION BOX WITH LID JB FOR WIRE JUNCTION AND MAKE-UP WIRE SPLICE AND DIRECTION CHANGE METER SIZE TYPE OF #14 CONTROL WIRE IN GREY PVC CONDUIT TO ALL VALVES AND CONTROLLER LOW VOLTAGE VALVE CONTROL WIRE; PIPE SLEEVE SIZE SHALL BE 2 TIMES THE VALVE NUMBER CTR# 1 GPM VALVE SIZE GALLONS PER MINUTE ../--- NEW TREE PLANTINGS EXISTING TREE WITH (2) BUBBLERS PER BARRICADE EACH TREE, (TYPICAL); SEE LANDSCAPE PLANS LANDSCAPE HEDGE PLANTINGS INSIDE MULCHED PLANT BEDS BORDERED BY BAHIA LAWN GRASS (TYP.); PROVIDE SIDE STRIP 12" POP-UP SPRAY HEAD SPRINKLERS WITH MAXIMUM OF 55% OVERLAP SPRAY; SEE LANDSCAPE PLANS 2 SHALL FAMILIARIZE THEMSELVES WITH THE i 1 MINIMUM OF TWO FULL DAYS BEFORE Always call 811 two full business days before you dig to have underground utilities located and marked. REVISIONS NO. DATE NOTE REVISIONS 2 10-25-2019 OWNER: NESTLE WATERS NORTH AMERICA N KA JATTS OR Ell sonshineu#01com DETAIL REFERANCE SYMBOL QUAN. DESCRIPTION NATIVE DROUGHT % OF TREE TOTAL NOTES ON SHEET L103 (46 TREES) 1 A/1_103 LS 9 SWEET GUM; 'LIQUIDAMBAR STYRACIFLUA YES 19%o REQUIRED BUFFER 30-45 GAL. CONT. >; 12-14' ; 3" CALIPER TREES Lu ' ' 5 SOUTHERN MAGNOLIA; 'MAGNOLIA GRANDIFLORA' REQUIRED A/L103 MG 30-45 GAL. >; 9'-10'; 5'-7' SPREAD; 3" CALIPER YES YES 11% REPLACEMENT TREES °o Q SLASH PINE; 'PINUS ELLIOTTP REQUIRED A/L103 PE 030-45 5 YES YES 11% REPLACEMENT TREES GAL. >; 9' 10' X 5' T SPREAD @ 3" CALIPER CID BALD CYPRESS;'TAXODIUM DISTICHUM' REQUIRED Lu W A/L103 TD o 16 30-45 GAL. >; 10-12' HT. X 5'-6' SPREAD @ 3" CALIPER YES YES 35% REPLACEMENT TREES ~ SA PALM ; A -rf I WN MAXIMUM OF 30% OF B/L103 SP 33 WITH BOOTS REMOVED; 12'-16' CL W OD; CED SHADE TREES REQ. (11) AS SHOWN IN PLAN (EQUIVALENC = 11 TREES) YES YES ° 24/0 3 PER 1 SHADE TREE TOTALS 37 TOTAL REQUIRED REPLACEMENT T (BUFFER REQUIRED TREES ARE INCLUDED) 80 VIBURNUM OBOVATUM; WALTER VIBURNUM ❑ ❑ ❑ ❑ ❑ 2 GAL. 18" X 18" INSTALLED T O.C. PLACED ❑ ❑ ❑ ❑ ❑ ❑ VO IN STAGGERED ROWS YES YES D, E /L103 m RAPHIOLEPSIS INDICA; INDIAN HAWTHORNE 21L1 RI 109 2 GAL. 18" X 18" INSTALLED 2.5' O.C. TRIANGULAR YES YES _ E SPACING FOR SIGHT VISIBILITY PHOTINIA GLABRA; RED TIP; 2 GAL. 18" X 18" INSTALLED PG 113 2.5' O.C. TRIANGULAR D, E /L103 SPACING PLACED IN STAGGERED ROWS �>%>i FIR 435 TRIPSACUM DACTYLOIDES; 1 GAL. 12" X 18"; 1.5' O.C. YES YES E /L103 0 W O ARGENTINE BAHIA SOD GRASS; QUANTITY GIVEN IS ESTIMATED. VERIFY QUANTITY PRIOR TO BID; CLEAN GROUND AREA & O U 13,311 S.F. FINISH GRADE PER CIVIL DRAWING GRADES AND HAND FINE GRADE & WET SURFACE JUST PRIOR TO LAYING OF SOD; HOLD BACK SOD 3FEET FROM EXISTING TREES; REFER TO SPECIFICATIONS 0N SHEET L103. TYPE 2 FURNISH & INSTALL TREE PROTECTION BARRICADE IN CONFORMANCE WITH CITY OF ZEPHYRHILLS REQUIREMENTS G/L103 on xREMOVE EXISTING TREE WITH ALL ROOTS; PROVIDE REPLACEMENTS IF SPECIFIED AND NOTED FURNISH & INSTALL 3 INCH LAYER OF ORGANIC MULCH OVER FINE HAND RAKED AND CLEANED GROUND SURFACE WITHIN W NOTE #2 PLANT BED LIMITS SHOWN, TYPICAL O Z U LL Lu REMOVE ALL VEGETATION (EXISTING TREES, SHRUBS AND GROUND COVERS) TOGETHER WITH ALL ROOTS EXTENDING 10 V NOTE #3 FEET FROM NEW PAVEMENT EDGE TO PROVIDE CLEARANCE FOR NEW TRUCK PARKING; PROVIDE A 10' CLEAR ZONE FOR TREE BRANCHES FROM PAVEMENT EDGE EXTENDING VERTICALLY TO A MINIMUM HEIGHT OF 16 FEET. FINISH GRADE GROUND AREA AND INSTALL A 10 FOOT WIDTH OF ARGENTINE BAHIA SOD GRASS FROM PAVEMENT EDGE; NOTE #4 PRUNE EXISTING OAK TO ENSURE NO CONFLICT WITH TRUCK OR VEHICLE MOVEMENT.; NOTE #5 SEE CIVIL PLANS FOR POND EXPANSION WORK NOTE #6 LOCATE NEW TREES AND LANDSCAPING AND IRRIGATION WITHIN PROPERTY BOUNDARIES ONLY; THIS AREA SHOWN IS SCHEMATIC ONLY ® EXISTING TREE LOCATED BY LICENSED LANDSCAPE ARCHITECT BY SIGHT APPROXIMATION (NOT GUARANTEED ACCURATE) ., EXISTING TREE LOCATED BY LICENSED SURVEYOR; SEE CIVIL PLANS CAUTION: PLANT AND TREE HEIGHT AND WIDTH REQUIRED SHALL HAVE PRECEDENCE OVER THE GIVEN CONTAINER SIZE; CONTRACTOR SHALL FURNISH A LARGER CONTAINER SIZE IF REQ'D. TO MEET SPECIFICATIONS GENERAL IRRIGATION SYSTEM NOTES 1. IRRIGATION IS DESIGNED TO STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, FOURTH EDITION, 2000, FLORIDA IRRIGATION SOCIETY AND AS SUBSEQUENTLY AMENDED, OR OTHER APPLICABLE STANDARDS THAT ACHIEVE THE GENERAL IRRIGATION SYSTEM CONFIGURATION REQUIREMENTS AND ASSOCIATED WATER CONSERVATION BENEFITS IDENTIFIED IN THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. 2. TURF AREAS SHALL BE ON SEPARATE IRRIGATION ZONES FROM OTHER LANDSCAPE PLANT ZONES. THE IRRIGATION IS DESIGNED TO ACCOMMODATE SEPARATE LANDSCAPE PLANT ZONES BASED ON DIFFERING WATERING REQUIREMENTS. 3. SPRINKLER SPACING SHALL NOT EXCEED 55 PERCENT OF THE SPRINKLER'S DIAMETER OF COVERAGE. 4. SPRAYS AND ROTORS SHALL NOT BE COMBINED ON THE SAME CONTROL VALVE CIRCUIT. SPRAYS AND ROTORS SHALL HAVE MATCHING APPLICATION RATES WITHIN EACH IRRIGATION ZONE. 5. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO AVOID OVERSPRAY, RUNOFF, LOW HEAD DRAINAGE OR OTHER SIMILAR CONDITIONS WHERE WATER FLOWS ONTO OR OVER ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKWAYS, ROADWAYS, STRUCTURES OR WATER FEATURES. NARROW AREAS (FOUR FEET WIDE OR LESS) SHALL NOT BE IRRIGATED UNLESS MICRO -IRRIGATION IS UTILIZED. 6. IRRIGATION CONTROL EQUIPMENT SHALL INCLUDE AN AUTOMATIC IRRIGATION CONTROLLER HAVING PROGRAM FLEXIBILITY SUCH AS REPEAT CYCLES AND MULTIPLE PROGRAM CAPABILITIES. AUTOMATIC IRRIGATION CONTROLLER(S), OTHER THAN MECHANICAL, SHALL HAVE BATTERY BACK-UP TO RETAIN THE IRRIGATION PROGRAM(S). AUTOMATIC CONTROL SYSTEMS SHALL BE EQUIPPED WITH AN OPERABLE RAIN SENSOR DEVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED LICENSED ELECTRICIAN. 7. A LOW VOLUME IRRIGATION SYSTEM SHALL BE USED WHEREVER POSSIBLE TO MINIMIZE EVAPORATION 8. IRRIGATION SYSTEM SHALL UTILIZE THE LOWEST QUALITY WATER AVAILABLE. 9. IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ADVERSE IMPACTS TO EXISTING TREES AND OTHER VEGETATION TO BE PRESERVED ON THE SITE. NO IRRIGATION SHALL BE REQUIRED WITHIN AREAS WHERE EXISTING VEGETATION IS PRESERVED. 10. MAINTAIN TREE BARRICADES THROUGHOUT THE INSTALLATION OF THE IRRIGATION PIPING SYSTEM; HAND TRENCH ONLY WITHIN THE DRIP LINE OF EXISTING TREES TO BE PRESERVED. PROJECT: TRAILER PARKING ADDITION- NWNA BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 r �� Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com SEAL: -� �Q �,NDSCgp� F/IyH��P�� o �0 0�py a LPI1 A M/1f1A �f0 a \" L�`L a WWPLV e�i ° o STATE o OF ROBERT G FINNEGAN RI TLA. LIC. NO. IA O000428 DRAWING IS NOT VALID WITHOUT I EMBOSSED Ofl ELECTRONIC 5EAL W ORIGINAL OR E-SIGNATURE BY THE LANDSCAPE ARCHITECT OF RECORD CLIENT: alston construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 M (312) 909-5904 FX (847) 292-4501 PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 LANDSCAPE & IRRIGATION SCHEDULES SCALE: 1" = 30' JOB NO.: 082919 SHEET NO.: i inA IISSUED FOR: ❑ PRELIMINARY PERMITTING [FINAL ❑ CONSTRUCTION RECORD DATE: 10-24-2019 10-30-2019 rq r,, }i;`s �t 'XII a .0 l TO XN E ENT ARE�XPjNf3)ibN I I 1 ' y F i i I R I 3 MIT OF LANDSCAPE ' I ° " IRRIGATION WORK THIS CON „ ` 1 I OL y,, 3/4„ 2 EXISTING BUILDING IE #6 NOTE: IRRIGATION SPRINKLERS, PIPE AND TREES SHOWN _THIS AREA SHAI I RF -- INSTALLED WITHIN THE PROJECT PROPERTY LINES; UK _ UK -- � UK,.----- _ UK UK ^_ 1 5� TREE BUBBLER ZONE , REVISIONS NO. DATE NOTE REVISIONS 2 10-25-2019 OWNER: NESTLE WATERS NORTH AMERICA AND IRRIGATION WORK - - -- _ THIS CONTRACTUK UK UK U UK . UK .s Uo ` -- t �--�-Y6T u _ _ UK K3 Pavement) VALVE ZONE BR FOR BUBBLER ZONES TREE BUBBLER ZONE y s qT1s s s s s S s � s_ s s s s s s 7- -- =_= -- — -- - s s s s s « s s« -- ---------- --- --- s 615 �, S s s s y„ Ha 3/4 3/411 1 » 1 » 1 „ ,. 3/4„ HB VALVE ZONE EBREAKI 1 Y" SCH. 40 PVC 1 Y" SCH. 40 PVC 1 1/4" SCH. 40 PVC I ° MAIN LINE- MAIN LINE 4 1 26.4 MAIN LINE— �� y"-1 1 /4" 12" POP—UP CENTER 2 I 3/4" SPRAY SHRUB ZONE 1 Y" SCH. 40 PVC I i ~� 1 „ F PROJECT FENCE �-- TREE BUBBLER ZONE__ t'L rs �--1 Y" SCH. 40 PVC NOTE: - LOCATE TREES, PALMS AND SPRINKLERS MINIMUM OF OL PAVEMENT WG.E,_—_.__.__ OL TYPICAL; SHOWN SCHEMATICALLY ONLY — — — Hs 1 Y" WATER SUPPLY CONNECTION W/ GATE 30 G.P.M. FLOW REQUIRED; INSTALL WITH DOUBLE CHECK _ --- ----VALV ACI OW— n PREVENTER. 6" X 6" PRECAST CONIC. POST W/ G.F.C.I. DUPLEX RECEPTACLE (120V.) & IRRIGATION CONTROLLER MOUNTED 48" ABOVE GRADE; d A MAINTAIN TREE PROTECTION DETAGL10RIE SEE IN a� UK _a _ I�K U u€ I 4 ® f, e LIMN OF LANDSCAPE AI IRRIGATION WORK` THIS CONTRACT PROJECT FE14C"E S� 4 S �`�� ,, I TI T I AND DRIPVNEA IAL IOTO IMA Ry, tYNAL z 2 SOD f YE'q'LANDSCAPE I _B FFEiR_ TRAILER T L.L TRAILER T LL TYPE SOD i 0 Dui OL 0i - OL OL - OL OL - OL 0 w OL OL �. �_ 3L 7 F'T-"(PtrD' Rl�Q4 I i 9_¢ I F Y W W W JL •Y W W Y W W W W * * W W * —7 W W Y W W W W W W W Y W W W ,✓'wW �V W W W W W V• W W W W W JW w W W W W W,.. W; y W W •kw"'^-- *_,_t— tW­Y ,,.. 1P W `WW�`'°.,.-..>^.,,•Y«,, " Y W Y W W W Y W W W "'W W ` W W W W �Y Y Y W W W W W W W W D ---- (a ._._._......_u_._.ry..___. ii --_ � n._.w .o. 0 _—_ p 24" RCP . D ---_ _-W D _ _. _Y fD F LANDSCAPE ___IM IRION WOR _ , a.m _- DHIS CONTRACT J ? \ �1 J2\ �k NOTE; EXISTING WATER SUPPLY TO EXISTING BUILDING EAST OF EXISTING POND WAS LOCATED ON THE SOUTH SIDE OF THE EXISTING BUILDING; CONTRACTOR SHALL LOCATE PIPING AND INSTALL NEW POINT OF CONNECTION IN GENERAL LOCATION PROPOSED CLEAR OF TRUCK MOVEMENT AND PAVEMENT. NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. X HE: 11575 Always call 811 two full business days before you dig to have underground utilities located and marked. Sunshine mcom SCALE: EXPLODED IRRIGATION/TREE PLAN -TRUCK PARKING 0 20 40 PROJECT: TRAILER PARKING ADDITION- NWNA BOT I NG PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 ra Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No, LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com CLIENT: alston construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 M (312) 909-5904 FX (847) 292-4501 PROJECT MANAGER: R. FINI`9GAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 IRRIGATION PLAN TRUCK PARKING ADDITION -EXPLODED SCALE: 1"=30' JOB NO.: 082919 SHEET NO.: 1 1 n,; ISSUED FOR: [PRELIMINARY PERMITTING E� FINAL CONSTRUCTION RECORD DATE: 10-24-2019 10-30-2019 12 a 0