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CBR Valvoline - Proposed Site Plan Set - 9.23.2020VALVOLINECAROLINA BEACHPREPARED FORVALVOLINECOVER SHEETC0.0©09-11-20 © 2020 Kimley-Horn and Associates, Inc. CONSTRUCTION DRAWING SUBMITTAL FOR VALVOLINE INSTANT OIL CHANGE SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE ST., SUITE 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2057 ATTN.: WES HALL, P.E. wes.hall@kimley-horn.com CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE ST., SUITE 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 653-5841 ATTN.: MELISSA BRAND, PLA melissa.brand@kimley-horn.com LANDSCAPE ARCHITECT: SITE DEVELOPER: PROJECT OWNER AND CONSULTANT VERNON DEREK DANFORD, P.L.S. 4002 12 OLEANDER DRIVE, SUITE 203 WILMINGTON, NC 28403 PHONE: (910) 799-4916 VALVOLINE 8000 TOWER POINT DRIVE CHARLOTTE, NC 28277 PHONE: (704)655-1018 ATTN.: MICHAEL SLATTERY mslattery@ncvioc.com AREA MAP 5561 CAROLINA BEACH ROAD, WILMINGTON, NC 28412 before you dig. below.Know what'sCall R VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEGENERAL NOTESC0.1©R below.Know what'sCallbefore you dig. 09-11-20 GENERAL NOTES: TREE PROTECTION NOTES: TRAFFIC CONTROL: UTILITY NOTES: DRAINAGE: GRADING: BACKFLOW PREVENTION NOTES: EROSION CONTROL NOTES: DEMOLITION NOTES: FINE GRADING NOTES: E REBAR EIPO EIPO EIPO (BENT) EIR EIPO EIP EIPO 1" EIP NMP NMP NMP NMP NMP NMP NMP NMP VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEEXISTINGCONDITIONS ANDDEMOLITION PLANC1.0©R below.Know what'sCallbefore you dig. 09-11-20 DEMOLITION LEGEND NORTH NOTESLEGEND EIPO EIPO (BENT) EIPO EIP EIPO 1" EIP VALVOLINE 1,996 SF BUILDING HEIGHT: 28' 6 PARKING STALLS FFE: 33.50' 4 2 VALVOLINECAROLINA BEACHPREPARED FORVALVOLINESITE PLANC2.0©R below.Know what'sCallbefore you dig. 09-11-20 SITE DATA PROJECT INFORMATION SITE SIZE & COVERAGES ZONING SETBACKS OFF-STREET PARKING SITE LEGEND SITE NOTES NORTH EIPO EIPO (BENT) EIPO EIP EIPO 1" EIP VALVOLINE 1,996 SF BUILDING HEIGHT: 28' 6 PARKING STALLS FFE: 33.50'VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEGRADING ANDDRAINAGE PLANC3.0©R below.Know what'sCallbefore you dig. 09-11-20 GRADING AND DRAINAGE LEGEND NORTH EIPO EIPO (BENT) EIPO EIP EIPO 1" EIP VALVOLINE 1,996 SF BUILDING HEIGHT: 28' 6 PARKING STALLS FFE: 33.50'VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEEROSION CONTROLPLANC4.0©R below.Know what'sCallbefore you dig. 09-11-20 EROSION CONTROL LEGEND NORTH NPDES GROUND COVER REQUIREMENTSNPDES GROUND COVER REQUIREMENTS LIMITS OF DISTURBANCE: 0.70 AC E REBAR EIPO EIPO EIPO (BENT) EIR EIPO EIP EIPO 1" EIP VALVOLINE 1,996 SF BUILDING HEIGHT: 28' 6 PARKING STALLS FFE: 33.50'VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY PLANC5.0©R below.Know what'sCallbefore you dig. 09-11-20 NORTHNORTH UTILITY LEGEND UTILITY NOTE: ALL UTILITIES, BOTH PUBLIC AND PRIVATE, SHALL BE UNDERGROUND SEWER AND WATER CAPACITY VALVOLINECAROLINA BEACHPREPARED FORVALVOLINESITE DETAILSC6.0©R below.Know what'sCallbefore you dig. 09-11-20 XXSTOP SIGN XXPAVEMENT DIRECTIONAL ARROW XXMUTCD STOP & RIGHT TURN ONLY SIGNS XXACCESSIBLE SIGNXXPAVEMENT STRIPING XXSIGN POST XXSTOP BAR MARKING VALVOLINECAROLINA BEACHPREPARED FORVALVOLINESITE DETAILSC6.1©R below.Know what'sCallbefore you dig. 09-11-20 XX24" CURB AND GUTTERXXSIDEWALK SECTION XXCONCRETE APRON AND DUMPSTER PAD 02SIDEWALK XXSIDEWALK ADJACENT TO PARKING AREAS XXASPHALT PAVEMENT SECTIONS VALVOLINECAROLINA BEACHPREPARED FORVALVOLINESITE DETAILSC6.2©R below.Know what'sCallbefore you dig. 09-11-20 VALVOLINECAROLINA BEACHPREPARED FORVALVOLINESTORM DRAINAGEDETAILSC7.0©R below.Know what'sCallbefore you dig. 09-11-20 XXTYPICAL CLEANOUT XXHP STORM TRENCH INSTALLATION DETAIL VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY DETAILSC8.0©09-11-20 PLAN VIEW METER VAULT SECTION A-A LONG SIDE SERVICE SECTION VIEW SHORT SIDE SERVICE : WD-11 WD-18 SINGLE SERVICE CONNECTION NOT TO SCALE WD-1 METER VAULT PLAN WATER METER VAULT NOT TO SCALE LARGE METER NOT TO SCALE OUTDOOR INSTALLATION SECTION A-A INDOOR HORIZONTAL INSTALLATION INDOOR INSTALLATION WD-7 DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE PLAN VIEW WD-10 DOUBLE SERVICE CONNECTION USING SUBTRACT METERWD-8 NOT TO SCALE FIRE HYDRANT ASSEMBLY NOT TO SCALE WD-12 OUTDOOR HORIZONTAL INSTALLATION REDUCED PRESSURE PRINCIPLE ASSEMBLY NOT TO SCALE THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04 DATE: STANDARD NOTESWD-19 (REQUIRED ON ALL PLAN AND PROFILE SHEETS) REV: 1 2 3 4 5 6 DESCRIPTION: Single Service Connection, Double Service Connection, and Large Meter Revised Single Service Connection and Fire Hydrant Details Revised Fire Hydrant Detail Revised Revised Fire Hydrant Assembly To Show 5" STORZ Connection Revised Fire Hydrant Assembly To Show Full DIP Hydrant Leg Revised Water Meter Vault and Large Meter Details, Added Standard Notes DATE: 10/26/12 7/23/13 01/03/14 04/10/15 01/19/16 02/15/16 CFPUA WATER DISTRIBUTION SYSTEM STANDARD DETAILS CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. 1/9/12 N/A SCALE: DRAWN BY: CFPUA CFPUA CHECKED BY: PROJECT NO. : SHEET NO: WSD-1 S:\Engineers\CFPUA Standard Details\CAD Files\CFPUA-Water Details.dwg, 2/15/2016 3:31:12 PM, john.scott VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY DETAILSC8.1©09-11-20 45° VERTICAL BENDS PLAN BENDS PLAN PLAN TEES SECTION X-X BENDS & TEES PLAN & ELEVATION PLUGS ” SECTION A-A WD-15 PIPE CASING SUPPORT DETAIL NOT TO SCALE (FOR PRIVATE ROADS AND PAVED AREAS; CONTRACTOR TO MEET MIN. REQUIREMENTS AS DEFINED BY RIGHT-OF-WAY OWNER FOR PUBLIC ROAD REPAIRS) WD-4 THRUST BLOCK DETAIL NOT TO SCALE WD-14 PAVEMENT REPAIR WHERE PIPE INSTALLED NOT TO SCALE WD-13” TYPICAL TRENCH DETAIL NOT TO SCALE PLAN VIEW WD-16 TYPICAL BORING/ JACKING DETAIL NOT TO SCALE PLAN VIEW WD-9 PROFILE WD-5 2" BLOW-OFF NOT TO SCALE DOUBLE SERVICE CONNECTION NOT TO SCALE WD-17 WATER MAIN DITCH WD-2 AND STORM DRAIN CROSSING NOT TO SCALE TRACER WIRE DETAIL NOT TO SCALE THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04 DATE: REV: 1 2 3 4 5 WD-3 VALVE DETAIL NOT TO SCALE WD-6 SAMPLING STATION NOT TO SCALE DESCRIPTION: Revised Water Main Ditch and Storm Crossing Detail Revised Water Main Ditch and Storm Crossing Detail Revised Tracer Wire Detail Added Backflow Preventer to Double Service Connection Detail Revised Sampling Station Detail DATE: 11/12/13 05/05/14 10/20/15 02/01/16 02/15/16 CFPUA WATER DISTRIBUTION SYSTEM STANDARD DETAILS CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. 1/9/12 N/A SCALE: DRAWN BY: CFPUA CFPUA CHECKED BY: PROJECT NO. : SHEET NO: WSD-2 \\cfpua-shares\Departments\Engineers\CFPUA Standard Details\CAD Files\CFPUA-Water Details.dwg, 5/18/2016 8:57:16 AM, justin.hanes VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY DETAILSC8.2©09-11-20 SD-4 SD-1 PRECAST CONCRETE OFFSET MANHOLE TYPICAL NOT TO SCALE SD-2 PRECAST CONCRETE FLAT TOP MANHOLE TYPICAL NOT TO SCALE STANDARD VENT MANHOLE NOT TO SCALE SD-3 DROP MANHOLE NOT TO SCALE FLOWFLOW SECTION A-A SD-8 SD-7 SD-5 MANHOLE FLOOR PLAN NOT TO SCALE SD-6 AIR/ VACUUM AND AIR RELEASE COMBINATION VALVE NOT TO SCALE THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04 DROP MANHOLE FLOOR PLAN NOT TO SCALE STRAP DETAIL NOT TO SCALE SD-9 STANDARD NOTES (REQUIRED ON ALL PLAN AND PROFILE SHEETS) DATE: REV: 1 2 3 4 DESCRIPTION: AIR / VACUUM AND AIR RELEASE COMBINATION VALVE REVISED STANDARD SEWER NOTE #6 REVISED REVISED STANDARD VENT MANHOLE TO EXTEND VENT 2'-0" ABOVE 100 YR FLOOD Revised Multiple Details DATE: 10/26/12 12/10/12 11/20/14 02/15/16 CFPUA SANITARY SEWER STANDARD DETAILS CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. 1/9/12 N/A SCALE: DRAWN BY: CFPUA CFPUA CHECKED BY: PROJECT NO. : SHEET NO: SSD-1 S:\Engineers\CFPUA Standard Details\CAD Files\CFPUA-Sewer Details.dwg, 2/15/2016 3:29:45 PM, john.scottFLOWFLOWFLOWFLOW VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY DETAILSC8.3©09-11-20 FAR-SIDE LATERAL NEAR-SIDE LATERAL WITH RIGHT-OF-WAY RESTRICTIONS STANDARD SERVICE CONNECTION TO SANITARY SEWERSD-19 NOT TO SCALE SD-11 SERVICE CONNECTION AND CLEAN-OUT NOT TO SCALE SD-10 STANDARD SERVICE LATERAL NOT TO SCALE SD-13 SAMPLING CHAMBER NOT TO SCALE ” ” SD-15 (FOR PRIVATE ROADS AND PAVED AREAS; CONTRACTOR TO MEET MIN. REQUIREMENTS AS DEFINED BY RIGHT-OF-WAY OWNER FOR PUBLIC ROAD REPAIRS) SD-12 DEEP SERVICE LATERAL NOT TO SCALE PLAN SD-14 PAVEMENT REPAIR WHERE PIPE INSTALLED NOT TO SCALE TYPICAL TRENCH DETAIL NOT TO SCALE THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04 SECTION A-A SD-16 TYPICAL BORING/ JACKING DETAIL NOT TO SCALE SD-17 PIPE CASING SUPPORT DETAIL NOT TO SCALE DATE: REV: 1 2 DESCRIPTION: SAMPLING CHAMBER REVISED Revised Multiple Details DATE: 10/26/12 02/15/16 CFPUA SANITARY SEWER STANDARD DETAILS CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. 1/9/12 N/A SCALE: DRAWN BY: CFPUA CFPUA CHECKED BY: PROJECT NO. : SHEET NO: SSD-2 \\cfpua-shares\Departments\Engineers\CFPUA Standard Details\CAD Files\CFPUA-Sewer Details.dwg, 5/18/2016 8:51:32 AM, justin.hanes VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY DETAILSC8.4©09-11-20 INSET NOT TO SCALE SEE SECTION A - A THIS SHEET PILE AND BENT PLAN NOT TO SCALE PILE AND BENT SECTION B-B NOT TO SCALE FLOW PILE AND BENT SECTION A-A INSET NOT TO SCALE STRUCTURAL BRIDGING DETAIL FOR STORMWATER OVER GRAVITY SEWER INSTALLATIONS WITH LESS THAN 12" SEPARATIONSD-24 NOT TO SCALE PILE AND BENT SECTION A-A NOT TO SCALE SD-20 PILE AND BENT DETAIL NOT TO SCALE FORCE MAIN DITCH SD-18 AND STORM DRAIN CROSSING NOT TO SCALE THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04 DATE: SD-21 TRACER WIRE DETAIL NOT TO SCALE REV: 1 2 3 DESCRIPTION: ADDED NOTES TO THE STRUCTURAL BRIDGING DETAIL Revised Tracer Wire Detail Revised Force Main Ditch and Storm Drain Crossing Detail DATE: 03/11/15 10/20/15 02/15/16 CFPUA SANITARY SEWER STANDARD DETAILS CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. 1/9/12 N/A SCALE: DRAWN BY: CFPUA CFPUA CHECKED BY: PROJECT NO. : SHEET NO: SSD-3 S:\Engineers\CFPUA Standard Details\CAD Files\CFPUA-Sewer Details.dwg, 2/15/2016 3:27:00 PM, john.scott VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEUTILITY DETAILSC8.5©09-11-20 PLAN SECTION A-A SD-22 FIBERGLASS GREASE INTERCEPTOR NOT TO SCALE PLAN GREASE INTERCEPTOR INSET "A" 4" SANITARY TEE THE DETAILS SHOWN HEREON SUPERCEDE CFPUA WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00 - 1.04 GREASE INTERCEPTOR INSET "A-1" EMERGENCY OVERFLOW CLOSE-UP DATE: GREASE INTERCEPTOR INSET "B" 6" x 6" x 4" OUTLET SANITARY TEE SD-23 CONCRETE GREASE INTERCEPTOR NOT TO SCALE REV:DESCRIPTION:DATE: CFPUA SANITARY SEWER STANDARD DETAILS CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE WILMINGTON, NC 28403 OFFICE: (910)332-6560 Stewardship. Sustainability. Service. 1/9/12 N/A SCALE: DRAWN BY: CFPUA CFPUA CHECKED BY: PROJECT NO. : SHEET NO: SSD-4 S:\Engineers\2002_Planning and Design Division\Historical\Design\cad files for details\Standard Details\CFPUA Standard Details\CFPUA-Sewer Details.dwg, 7/2/2015 1:11:23 PM, john.scott VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEEROSION CONTROLDETAILSC9.0©R below.Know what'sCallbefore you dig. 09-11-20 XXCATCH BASIN SILT PROTECTION INSERT XXCURB INLET SILT PROTECTION ® ® ® ® ® ®” ® ® ” ® ® ® ® ® ® XXCATCH BASIN AND YARD INLET PROTECTION XXTEMPORARY SEEDING SCHEDULE AND SEEDBED PREPARATION05CONCRETE WASHOUT STATION CONCRETEWASHOUT XXTEMPORARY CONSTRUCTION ENTRANCE VALVOLINECAROLINA BEACHPREPARED FORVALVOLINEEROSION CONTROLDETAILSC9.1©R below.Know what'sCallbefore you dig. 09-11-20 XXORANGE SAFETY FENCEXXTEMPORARY SILT FENCE ⁰ XXSILT FENCE OUTLET VALVOLINE 1,996 SF BUILDING HEIGHT: 28' 6 PARKING STALLS FFE: 33.50'78' STREET YARD(1) UPA (91) LBB (1) UPA (3,527 sf) CDT (2) QPH (2,975 sf) CDT (18) BGB (1) UPA (2) ITV (4) IVN (3) UPA (8) IVN (6) ITV (12) PLZ (11) MUC (13) IVN (11) MUC (2) UPA (1,829 sf) CDT (68) LBB (45) BGB CAROLINA BEACH ROADEXISTING R/W (TYP.) PROPERTY BOUNDARY (TYP.) TIE INTO EXISTING CURB AND GUTTER (TYP.) PLANT ALL AREAS DISTURBED BY GRADING WITH SOD AS SPECIFIED IN THE PLANT SCHEDULE (TYP) BUILDING SETBACK LINE LARGE SHADE TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HEIGHT QPH 2 QUERCUS PHELLOS `HIGHTOWER`WILLOW OAK B&B 3"CAL 14`-16` HT. UPA 8 ULMUS PARVIFOLIA `ELMER II`ALLEE LACEBARK ELM B&B 3"CAL 14`-16` HT. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT SPACING ITV 8 ITEA VIRGINICA `HENRY`S GARNET`HENRY`S GARNET SWEETSPIRE 3 GAL 24" MIN.48" o.c. IVN 25 ILEX VOMITORIA `NANA`DWARF YAUPON HOLLY 3 GAL 24" MIN.48" o.c. PLZ 12 PRUNUS LAUROCERASUS `ZABELIANA`ZABEL LAUREL 3 GAL 24" MIN.48" o.c. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT.HEIGHT WIDTH SPACING BGB 63 BOUTELOUA GRACILIS `BLONDE AMBITION`BLONDE AMBITION BLUE GRAMA1 GAL 18"18"18" o.c. CDT 8,331 SF CYNODON DACTYLON `TIF 419`BERMUDA GRASS SOD LBB 159 LIRIOPE MUSCARI `BIG BLUE`BIG BLUE LILYTURF 1 GAL 12"12"18" o.c. MUC 22 MUHLENBERGIA CAPILLARIS PINK MUHLY 1 GAL 18"18"24" o.c. PLANT SCHEDULE VALVOLINECAROLINA BEACHPREPARED FORVALVOLINELANDSCAPE PLANL1.0©R below.Know what'sCallbefore you dig. NORTH TYPICAL TREE PLANTING & GUYING SCALE: 1/2"=1'-0" PLAN & SECTION 1 L-2.0 3' MIN. 12" MIN. 3" SET TREE PLUMB ROOTBALL BEDLINE 2" X 2" X 6' WOODEN STAKE (TYP.) DRIVEN INTO UNDISTURBED GRADE FINAL GRADE POST 1 YEAR INSPECTION WITH SAUCER REMOVED FINISH GRADE X LOOSEN SUBGRADE ONLY, COMPACT AS NECESSARY TO PREVENT SETTLING PLANTING MIX BACKFILL PER SPECIFICATIONS "GREEN" ARBORTIE MATERIAL LOOSELY TIED AROUND TRUNK USING MANUFACTURER'S RECOMMENDED KNOT. COMPLETE REMOVE TOP 13 OF WIRE BASKET AND BURLAP MATERIAL. LIGHTLY SCARIFY ROOT MASS TREE PLANTING NOTES: 1.SET TREE MIN. 3" ABOVE SURROUNDING FINISH GRADE. MEASURED AT BASE OF TRUNK. 2.LEAVE AREA ADJACENT TO NEWLY PLANTED TREES AND SHRUBS UNMULCHED TO SIX (6) INCHES FROM TRUNK 4 L-2.0 PLAN DETAIL 4, L-2.0 2" X 2" X 6' WOODEN STAKE (TYP.) DRIVEN INTO UNDISTURBED GRADE - PLACED PARALLEL TO ROADWAY ALL STRAPPING AND TOP 23 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 13 OF THE BURLAP FROM ROOT BALL. TOP OF BALL AS DUG NATURAL SOIL LINE PRUNE ONLY TO REMOVE ANY BROKEN, DEAD OR DISEASED WOOD WHILE PRESERVING FORM AND CHARACTER OF TREE; DO NOT CUT LEADER; DO NOT PRUNE IN ORDER TO REDUCE CANOPY SIZE PLANT SPACING NOTES: 1.SEE PLANTING PLAN FOR SHRUB AND GROUNDCOVER AREAS. 2.PLANT MATERIAL SHALL BE INSTALLED IN STRAIGHT AND PARALLEL ROWS UNLESS OTHERWISE SHOWN ON DRAWINGS. 3.SEE PLANTING PLAN AND / OR PLANT SCHEDULE FOR ACTUAL PLANT SPACING. TYPICAL STAGGERED ROW PLANT SPACING SCALE: 1/2"=1'-0" PLAN 3 L-2.0 3"1"6"PLANTING BED TRENCH EDGING NOTE: 1.TRENCH EDGE SHALL BE LOCATED BETWEEN PLANTING BED AND ALL TURF OR NATIVE GRASS AREAS. 2.TRENCH EDGE SHALL BE CONSTRUCTED ALONG ALL HARDSCAPE AREAS FOR SIMILAR CONDITION. 3.MAINTAIN POSITIVE DRAINAGE IN ALL PLANTING BEDS. 4.SEE GENERAL LANDSCAPE NOTES FOR TYPE OF MULCH. MULCH 3" DEPTH PLANTING BED TRENCH EDGING SCALE: 1"=1'-0" SECTION 4 L-2.0 SHRUB & ORNAMENTAL GRASS PLANTING SCALE: 1"=1'-0" SECTION 2 L-2.0 3"1"YX X / 2 Y / 2SET GRASS / SHRUB PLUMB (TYP.) FINISH GRADE SET MIN. 2"-3"ABOVE FINISH GRADE LEAVE AREA ADJACENT TO NEWLY PLANTED SHRUBS AND ORNAMENTAL GRASSES UNMULCHED TO SIX (6) INCHES FROM CENTER MULCH 3" DEPTH LOOSEN SUBGRADE AND REMOVE ROCK AND OTHER DEBRIS COMPACT PLANTING MIX TO PREVENT SETTLING PLANTING MIX BACKFILL PER SPECIFICATIONS COMPLETELY REMOVE CONTAINER OR BURLAP AND LIGHTLY SCARIFY ROOT MASS GENERAL LANDSCAPE NOTES: 1.ALL PLANT MATERIAL PRICING SHALL INCLUDE MULCH, BED PREPARATION, AND STAKING. 2.ALL PLANTING BEDS SHALL RECEIVE 3" (THREE INCHES) OF MULCH. MULCH TYPE FOR PROJECT: DOUBLE SHREDDED HARDWOOD HARDWOOD DESIGNER MULCH IN DARK BROWN OR CURRENT COUNTY STANDARD 3.PLANT MATERIAL SPACING SHOWN ON LANDSCAPE PLANS SHALL OVERRIDE TYPICAL PLANT SPACING INDICATED ON PLANT SCHEDULE. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFYING ALL PLANT SPACING AND MAKING MINOR FIELD ADJUSTMENTS DUE TO UTILITY CONFLICTS. 4.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT 'AMERICAN STANDARDS FOR NURSERY STOCK' PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.) 5.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED AS RECOMMENDED. 6.SEE PLAN FOR SPACING VALVOLINECAROLINA BEACHPREPARED FORVALVOLINELANDSCAPE DETAILSL2.0©R below.Know what'sCallbefore you dig. 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. 3. ALL TREES MUST HAVE A STRAIGHT TRUNK AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL TREES LOCATED WITHIN VEHICLE SIGHT TRIANGLES SHALL BE BRANCHED MIN. 8' (MEASURED FROM ADJACENT PROJECTED CURB LINE ELEVATION) PER ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCHING - STREET TREES. 7. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. MULCH TO BE 3 INCHES OF DOUBLE SHREDDED HARDWOOD DESIGNER MULCH IN DARK BROWN. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR COORDINATING ALL UTILITY ADJUSTMENTS WITH FINAL FINISH GRADE. ALL UTILITIES SHALL SIT FLUSH WITH FINISH GRADES (BOTH PAVED AND LANDSCAPED SURFACES). 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF NEW HANOVER COUNTY INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING. 10. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, WEEDING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL SUBSTANTIAL COMPLETION. 11. THE CONTRACTOR SHALL COMPLETELY WARRANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE WARRANTEE PERIOD. 12. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT A MINIMUM OF ONE(1) WEEK IN ADVANCE TO SCHEDULE STAKING. 13. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 14. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE MEETING ALL PLANT SCHEDULE SPECIFICATIONS. 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. ALL SHRUB, GROUND COVER AND PERENNIAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH DOUBLE SHREDDED HARDWOOD MULCH IN DARK BROWN OR CURRENT COUNTY STANDARD TO A DEPTH OF THREE (3) INCHES. ANY EXISTING LANDSCAPE BEDS THAT ARE DISTURBED MUST BE MULCHED TO MATCH EXISTING MULCH FOUND WITHIN LANDSCAPE BED. 17.LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 18.SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 19.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20.THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. 21.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. 22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE (UDO). FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS OF PLANT MATERIAL. 23. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. GENERAL CONTRACTOR IS TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION. 24. THE CONTRACTOR SHALL INSTALL NON-WOVEN GE0TEXTILE UNDER PLANTING BED MULCH IN ALL LANDSCAPE BEDS TO PREVENT WEED GROWTH.