BEXLEY TOWER ROAD AND ROUND-A-BOUT

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Timothy Camron Wilkerson
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00 DEVELOPMENT DETAILS LD-2 SPECIFICATIONS IR- IRGATION DEVELOPMENT IR-2 IRGATION DEVELOPMENT IR- IRGATION DEVELOPMENT IR-4 IRGATION

1 AND ROUND-A-BOUT & IRGATION S PASCO COUNTY, FL PROJECT SITE VICINITY MAP INDEX OF DRAWINGS PAGE DRAWING TITLE BID SET COVER COVER LS- SHEET KEY LC.00 T INDEX L.00 DEVELOPMENT L2.00 DEVELOPMENT L.00 DEVELOPMENT L4.00 DEVELOPMENT DETAILS LD-2 SPECIFICATIONS IR- IRGATION DEVELOPMENT IR-2 IRGATION DEVELOPMENT IR- IRGATION DEVELOPMENT IR-4 IRGATION DEVELOPMENT IR-D IRGATION NOTES AND LEGEND IR-D2 IRGATION DETAILS 46 Second St. N. Ste. 02 CLEARVIEW LAND DESIGN, P.L. Know what's below. before you dig. Call R AND ROUND-A-BOUT AND IRGATION S PROJECT NUMBER: BID SET 04 / 28 /

2 NNP-, LLC L4.00 VILLAGE DVE / L4.00 L.00 L.00 L2.00 L2.00 L.00 SCALE: "=20'-0" 0 0' 20' 40' SITE KEY LS-

3 NNP-, LLC T MATEAL SCHEDULE TOTAL CAL. QTY CODE BOTANICAL NAME COMMON NAME SPECIFICATION INCHES NATIVE DROUGHT TOLERANCE TREE/ PALMS 29 ACER RUBRUM 'SUMMER RED' RED MAPLE SUMMER RED 2'-4' HT. X 6' SPD., " CAL. 6 LYR LIQUIDAMBAR STYRACIFLUA SWEET GUM 2'-4' HT. x '-6' SPR., " CAL. 0 PO PLATANUS OCCIDENTALIS AMECAN SYCAMORE 2' HT. x ' SPD., " CAL. SALIX BABYLONICA WEEPING WILLOW 2' HT. x '-6' SPD., 2." CAL. 20 TAXODIUM DISTICHUM STEWARTS BALD CYPRESS 0-2' HT. x 48" SPD., 2." CAL. SHRUBS/ GROUNDCOVERS 700 AG AJUGA REPTANS AJUGA GAL. FULL TOTAL CAL. INCHES 0 BOU BOUGAINVILLEA 'HELEN JOHNSON' DWARF BOUGAINVILLEA GAL., 2" HT. X 2" SPD. 6 CS CORTADEA SELLOANA PAMPAS GRASS GAL., 0" HT. X 8" SPD. 670 DURANTA ERECTA 'GOLD MOUND' GOLD MOUND DURANTA GAL. 2-4" HT. X 2-4" SPD. 820 DTV DIANELLA TASMANICA BLUEBERRY FLAX LILY GAL., 4-6" HT. FULL 70 FS FEIJOA SELLOWIANA PINEAPPLE GUAVA GAL., 8-24" HT., DENSE 80 HAMELLIA NODOSA DWARF FIREBUSH GAL., 6"-8" HT. X 4" SPD. 87" CAL. 8" CAL. 0" CAL. 4 QV8 QUERCUS VIRGINIANA STEWARTS LIVE OAK 20-22' HT. x 2' SPD., 8" CAL, 2" CAL. 2." CAL. 00" CAL. 447." VILLAGE DVE / 26 IVS ILEX VOMITOA 'STOKES DWARF' DWARF YAUPON HOLLY GAL., 4-6" SPD. 27 JASMINUM MULTIFLORUM DOWNY JASMINE GAL., 6" HT. x 8" SPR., DENSE 4 JP JUNIPERUS PONII PON'S JUNIPER GAL., 2" SPR. 2 MC MYCA CEFERA WAX MYRTLE TREE 6-8' HT. x -6' SPR., SHRUB FORM 220 LENBERGIA CAPILLAS LY GRASS GAL., 8-24" SPD. 87 PASPALUM QUADFAUM EVERGREEN PASPALUM GAL " HT. FULL 6 RAPHIOLEPIS INDICA "WHITE" DWARF INDIAN HAWTHORN GAL., 6" HT. x 8" SPR., DENSE 00 SAV SCHEFFLERA ARBOCOLA 'TNETTE' VAEGATED SCHEFFLERA GAL., 20" HT. x 4" SPD., FULL TRACHELOSPERMUM JAS. VAEGATED VAEGATED CONFEDERATE JASMINE GAL., 0-2" SPD. GENERAL NOTES: ALL LIVE OAKS AND SUNSET MAPLES ARE TO BE FROM STEWARTS TREE UNLESS NOTED OTHERWISE. TREES HAVE BEEN PRE-PURCHASED BY THE FOR THE PROJECT. NO STREET TREES ARE TO BE PLACED WITHIN 0' OF STREET LIGHTS. CONTRACTOR TO VEFY ALL WORK LIMITS AROUND STORMWATER PONDS POR TO BIDDING. POND BANKS WILL HAVE BEEN STABILIZED WITH BY THE SITE CONTRACTOR POR TO CONSTRUCTION. SITE WILL BE IRGATED WITH RECLAIMED WATER WITH 00% COVERAGE PASCO COUNTY NOTES: AVOID S: TREES SHALL NOT BE TED WITHIN ANY SO AS TO INTERFERE WITH THE USE OF THAT, NOR UNDER ANY PRESENT OR NED OVERHEAD UTILITY, NOR IN ANY GHTS-OF-WAY WITHOUT COUNTY APPROVAL THROUGH THE ASSOCIATED REVIEW PROCESS HEIGHT: ALL HEIGHT REQUIREMENTS SHALL BE BASED ON THE FINISHED GRADE OF THE D AREA AND MEASURED AT THE MAIN STEM. TO REDUCE SOIL EROSION AND VISUALLY SOFTEN THE EDGE OF WATER MANAGEMENT AREAS, TREES SHALL BE TED ALONG THE BANKS AT A MINIMUM RATE OF ONE () TREE PER 0 LINEAR FEET OF POND BANK, (MAY BE CLUSTERED OR GROUPED). MATEAL QUANTITIES MINI PINE BARK NUGGETS ST. AUGUSTINE FLORATAM BAHIA CRUSHED STONE 8 C.Y. 90,000 S.F.,00 S.F. 860 S.F./ 2 C.Y. *QUANTITIES ARE PROVIDED AS A COURTESY, CONTRACTOR TO VEFY ALL QUANTITIES. TREES NOT INCLUDED IN T BEDS TO HAVE A MIN. 4' DIA. MULCH NG TREE REMOVAL TABLE NO TREES ARE BEING REMOVED WITHIN THE PROJECT BOUNDARY. NO REPLACEMENTS ARE NEEDED. SCALE: N/A T MATEAL INDEX LC.00

4 WCA 9- III BOU 6 ** PER CIVIL S,** NNP-, LLC ' +.' +2.' +6' +6.' 700 AG ' 2 +.2' 2 +7' +6.' +6' +.' +6' +6.' 2 +.' +2.' +.2' BOU 8 SEE PARCEL 4 ROADWAY S FOR DESIGN SF STONE UTILITY 70 UTILITY ** PER CIVIL S,** MATCHLINE: A, SEE SHEET L2.00 VILLAGE DVE / 60 BOU 0 SEE PARCEL ROADWAY S FOR DESIGN SCALE:"=0'-0" DEVELOPMENT L.00

5 MATCHLINE: A, SEE SHEET L PO 0 PO 2' 2 OVER SIDEWALK 60 UTILITY ** PER CIVIL S,** 90 CS 70 FS ** PER CIVIL S,** DTV UTILITY ** PER CIVIL S,** MATCHLINE: B NNP-, LLC UTILITY ** PER CIVIL S,** ** PER CIVIL S,** ** PER CIVIL S,** VILLAGE DVE / 8 PO MATCHLINE: B ** PER CIVIL S,** UTILITY 0 CS 20 7 MC ** PER CIVIL S,** 0 MC 2' UTILITY ** PER CIVIL S,** MATCHLINE: C, SEE SHEET L DTV 20 UTILITY SCALE:"=0'-0" ** PER CIVIL S,** ** PER CIVIL S,** ** PER CIVIL S,** DEVELOPMENT L2.00

6 7 2 MATCHLINE: C, SEE SHEET L2.00 WCA 20- II ** PER CIVIL S,** DTV ** PER CIVIL S,** UTILITY 8 ** PER CIVIL S,** WCA 20- III ** PER CIVIL S,** 7 UTILITY 60 2 JP 0 OVER SIDEWALK 20 DTV 2' 70 ** PER CIVIL S,** 20 ** PER CIVIL S,** UTILITY MATCHLINE: D NNP-, LLC VILLAGE DVE / LYR LYR OVER SIDEWALK ** PER CIVIL S,** OVER SIDEWALK 20 ** PER CIVIL S,** MATCHLINE: D UTILITY IVS UTILITY 27 2' 2' OVER SIDEWALK UTILITY MATCHLINE: E, SEE SHEET L4.00 SCALE:"=0'-0" ** PER CIVIL S,** ** PER CIVIL S,** ** PER CIVIL S,** DEVELOPMENT L.00

7 OVER SIDEWALK UTILITY 6' WALKING TRAIL MATCHLINE: E, SEE SHEET L PO 9 24 SF STONE ** PER CIVIL S,** 27 9 BALLANTRAE BLVD 7 4 QV SF STONE UTILITY 6' WALKING TRAIL ** PER CIVIL S,** 80 ** PER CIVIL S,** 4 2' 0 UTILITY 7 IVS 2' 60 ** PER CIVIL S,** OVER SIDEWALK 0 60 ** PER CIVIL S,** 7-2 II MATCHLINE: F NNP-, LLC VILLAGE DVE / II 90 0 ** PER CIVIL S,** 290 JP 00 SAV OVER SIDEWALK ** PER CIVIL S,** ** PER CIVIL S,** MATCHLINE: F 0 2' 2' ** PER CIVIL S,** ** PER CIVIL S,** SCALE:"=0'-0" DEVELOPMENT L4.00

8 2" MIN. (0mm) REMOVE ALL FRONDS. LEAVE 2" MIN. (0 mm) OF NEW FROND GROWTH. TRUNK SHALL BE FREE OF SC, BURN MARKS, AND BOOTS. ArborBrace ArborAnchor ArborAnchor driven below grade to necessary depth determined by soil. (. to 2. feet as required) Tension Buckle Loop loose end of webbing around leading branch of tree. Tie /2 knot onto backside of buckle. Pull buckle towards ArborAnchor to tension line. THIS DETAIL IS A MINIMUM GUIDE. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPATE BRACING TO MAINTAIN THE TREE IN A SAFE, PLUMB AND UPGHT CONDITION FOR A PEOD OF YEAR. CONTRACTOR MUST ACCOUNT FOR PEDESTAN AND PROPERTY HAZARDS WHEN STAKING TREES. CONTRACTOR TO MAINTAIN BRACING FOR THE WARRANTEE PEOD UNLESS OTHERWISE AGREED UPON. Arborbrace Tree Guying Specifications: ATG-R/ATG-HD For up to 4" Caliper Trees () Polypropylene guylines /4" X 2'=800 lb test, olive drab, UV resistant () Nickel plated spring cam-lock tension clips () Arrowhead Nylon Anchors (4" X -/4") or () Arrowhead Metal Anchors for hard soil (4" X -/4") Arborbrace Tree Guying Specifications: ATG-J For up to 7" Caliper Trees () Polypropylene/Polyester guylines " X 2'=,000 lb test, olive drab, UV resistant () -/4" Nickel plated, non-rusting spring cam-lock tension clips (,00 lb break strength) () Arrowhead Aluminum Anchors for any soil type (-/2" X 4-/2") OTHER TREE STAKING SYSTEMS MAY BE ACCEPTABLE IF APPROVED PRUNE AND TIE FRONDS AT TIME OF TING REMOVE TIES AND PRUNE FRONDS FOUR TO SIX WEEKS AFTER TING PREVAILING WIND 20d TREE STAKE ROOTBALL SOIL FOR WATENG MANUALLY. DP LINE CROWN SPREAD TRUNK SHALL BE FREE OF SC, BURN MARKS, AND BOOTS. CLEAR TRUNK CLEAR WOOD ' (.m) MIN. NOTE: STAKE ONLY THE FOLLOWING:. PALMS REQUING SUPPORT TO MAINTAIN A PLUMB POSITION. 2. PALMS IN POTENTIALLY HAZARDOUS SITUATIONS. CONTRACTOR ASSUMES RESPONSIBILITY OF INSUNG THAT ALL PALMS ARE STAKED AND SECURED TO PROVIDE A SAFE CONDITION CONTRACTOR TO REMOVE TREE STAKES SIX MONTHS AFTER TING (UNLESS REMOVAL WILL CREATE UNSTABLE SITUATION. NOTIFY ARCHITECT IMMEDIATELY) LAYERS OF BURLAP, - 2"x4"x6" (0mm x 00mm x 400mm) WOODEN BATTENS, CONNECTED WITH 2 - /4" (20mm) STEEL BANDS. 2"x4" (0mm x 00mm) WOOD BRACE (MIN. OF ) TOENAIL TO BATTEN. CONTRACTOR MAY MODIFY STAKING AS REQUIRED TO ACCOMMO FIELD CONDITIONS, WITH POR WTTEN APPROVAL FROM ARCHITECT " (7mm) MULCH LAYER UNDISTURBED SOIL TILLED AND LOOSENED NATIVE SOIL BACKFILL. OVERALL HEIGHT CUT AWAY BURLAP AND STRAPS " BELOW TOP OF ROOTBALL " MULCH " FROM TRUNK " MULCH LAYER TILLED AND LOOSENED NATIVE SOIL BACKFILL CLEAR TRUNK CLEAR WOOD ' (.m) MIN. FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. NOTE: STAKE ONLY THE FOLLOWING:. PALMS REQUING SUPPORT TO MAINTAIN A PLUMB POSITION. 2. PALMS IN POTENTIALLY HAZARDOUS SITUATIONS. CONTRACTOR ASSUMES RESPONSIBILITY OF INSUNG THAT ALL PALMS ARE STAKED AND SECURED TO PROVIDE A SAFE CONDITION CONTRACTOR TO REMOVE TREE STAKES SIX MONTHS AFTER TING (UNLESS REMOVAL WILL CREAT UNSTABLE SITUATION. NOTIFY ARCHITECT IMMEDIATELY) LAYERS OF BURLAP, - 2"x4"x6" (0mm x 00mm x 400mm) WOODEN BATTENS, CONNECTED WITH 2 - /4" (20mm) STEEL BANDS. 2"x4" (0mm x 00mm) WOOD BRACE (MIN. OF ) TOENAIL TO BATTEN. CONTRACTOR MAY MODIFY STAKING AS REQUIRED TO ACCOMMO FIELD CONDITIONS, WITH POR WTTEN APPROVAL FROM ARCHITECT " (7mm) MULCH LAYER UNDISTURBED SOIL TILLED AND LOOSENED NATIVE SOIL BACKFILL. INSTALL SOIL ONLY IF WATENG MANUALLY. BACKFILL WITH APPROVED IMPORTED OR TOP SOIL (THAT HAS BEEN APPROVED) FROM SITE. 4 X 2- TIMES THE DIAMETER OF THE ROOTBALL OR FULL DPLINE MULTI-TRUNK TREE TING DETAIL GENERAL NOTES REINFORCED BLACK RUBBER HOSE #0 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2" DIA. PRESSURE TREATED LODGE POLE PINE STAKES MINIMUM " MULCH. DO NOT ALLOW MULCH TO COLLECT OVER THE THE ROOTBALL OF THE TREE. PLACE TREE ON UNDISTURBED BOTTOM OF PIT. LOCATE TREE A MININUM OF 2" (TWO INCHES) ABOVE FINISHED GRADE. IN THE EVENT, UNDERGROUND WATER IS PRESENT, CONTACT THE ARCHITECT POR TO INSTALLATION. NNP-, LLC VILLAGE DVE / FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. BEDLINE OR PAVEMENT EDGE MIN. 8" (467mm) FROM EDGE OF BEDLINE TO EDGE OF T. CURB SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE TED IN ROWS PARALLEL TO THE CURVED EDGE. 2 TO TIMES THE WIDTH OF THE ROOTBALL SABAL PALM TING DETAIL NOTE: CENTER TO CENTER SPACING (OC) VAES KEEP MULCH 6" (0mm) AWAY FROM BUILDING WALL MULCH FOR DIFFERENT T SPECIES. SPACE EACH VAETY OF T EQUALLY IN TING AREAS BUILDING WALL MIN. 8" (47 mm) FROM BUILDING WALL TO EDGE OF T MULCH MIN. 8" (47mm) FROM BACK OF CURB TO EDGE OF T SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TANGULAR SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. SHRUB AND GROUNDCOVER LAYOUT DETAIL FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. 2 HEIGHT FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS 6 2 TO TIMES THE WIDTH OF THE ROOTBALL ARBOR BRACE TREE TING DETAIL SCALE: N.T.S. SPREAD 2 TO TIMES WIDTH OF ROOTBALL SHRUB TING DETAIL UNDISTURBED SOIL MULCH " (7mm) FROM STEMS " (7mm) MULCH LAYER TILLED AND LOOSENED NATIVE SOIL BACKFILL UNDISTURBED SOIL 7 C.T. HT. OF PALM 2 TO TIMES THE WIDTH OF THE ROOTBALL PALM TING DETAIL (EXCEPT SABAL PALMS) /2 OF TOTAL C.T. HT. NO CURVES TO BEGIN BETWEEN MIDPOINT AND BUD CURVATURE OF TRUNK MIDPOINT OF CLEAR TRUNK STRAIGHT ROD MIN. " DIAMETER (GID), PLACE IN CENTER OF TRUNK PERPINDICULAR TO FINISH GRADE BASE OF TREE FINISH GRADE SABAL PALM ACCEPTABLE CURVATURE DETAIL BUD MULCH PER SPECIFICATION All plant materials to be Florida # or better quality, installed to highest nursery standards. Mulch to be PINE BARK MULCH / PINESTRAW, SEE Mulch shall be installed to a minimum of " thick in all planting areas. Sod to be 9% weed free: SEE FOR DIFFERENT VAETIES Sod to be installed with tight joints, rolled and fertilized at time of installation. All areas of the project site disturbed during construction shall be sodded with matching turf, unless specifically labeled otherwise. All areas within the project limits shall be provided with sod or other specified groundcover. All dimensions to be field-checked by the Landscape Contractor prior to construction, with any discrepancies reported immediately to the Landscape Architect. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the Landscape Architect with proper installation carried out by the Landscape Contractor at no additional cost. No substitutions or changes of any kind will be made at time of bidding, so as to provide for equal and fair comparisons. All permits necessary are to be provided by the installing Contractor unless otherwise specifically stated in the specifications. No contractor identification signs shall be permitted on the project. All questions concerning the plans and specifications are to be directed to the Landscape Architect, (727) Carefully review the Landscape Specifications. The installing Contractor will be held responsible for all items contained therein. All plant material shall be planted with TERRA-SORB AG, in accordance with the manufacturer's recommendations for the rate of application. 2. The contractor shall be responsible to provide storm water pollution prevention plans and appropriate construction site runoff controls to meet EPA's Natural Pollutant Discharge Elimination System rule on construction sites where more than one acre of land is disturbed. FERTILIZATION SHRUBS AND TREES All trees and shrubs shall be fertilized with "Agriform" planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. APPLICATION RATE: Gallon can: - 2 gram tablet Gallon can: 2-2 gram tablets Gallon can: - 2 gram tablets 7 Gallon can: 4-2 gram tablets Trees: - 2 gram tablets each /2" of caliper Palms: 7-2 gram tablets GROUNDCOVER AREAS All groundcover areas shall receive fertilization with "Osmocote" time release fertilizer as per manufacturer's specifications. SCALE: N/A 0 DETAILS

9 DESIGN GROUP NNP-, LLC VILLAGE DVE / TAMPA BAY WATER REV BID SET SCALE: N/A 0 SPECIFICATIONS LD-2

BEXLEY PARCEL 4 PHASE 1: PARK AREAS

BEXLEY PARCEL 4 PHASE 1: PARK AREAS PARCEL PHASE : LANDSCA & IRGATION S PASCO COUNTY, FL PROJECT SITE VICINITY MAP PROJECT SHEET KEY L. L. L. L. L. Second St. N. Ste. St. Petersburg, FL 7 T/ 77..99 CLEARVIEW LAND DESIGN, P.L. Know what's