23-0065 CBA-TRC_PLAN SETBY
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23-0065
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23-0065_cs.dwg
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
VICINITY MAP
NOT TO SCALE
SITE
OWNER CONTACT:
ARAB SHRINE CLUB H CORP
WEST PALM BEACH, FL
SITE LOCATION MAP
NOT TO SCALE
MAJOR SITE PLAN
FOR
CHRISTIAN BROTHERS
AUTOMOTIVE CORP.
4580 S. COLLEGE ROAD
WILMINGTON, NC 28412
NEW HANOVER COUNTY
TRC SUBMITTAL #1 - 11/15/2023
N
PARCEL DATA:
PARID:R07114-004-001-000
DB 1116, PG 0245
ZONING: CZD CB
1.34 ACRES
ARCHITECTURAL CONTACT:
CORTLAND MORGAN ARCHITECT
DANA KING, ARCHITECTURAL
PROJECT COORDINATOR
979-255-6927 (PHONE)
DLK-ARCHITECT@OUTLOOK.COM
SITE
DEVELOPER CONTACT:
CHRISTIAN BROTHERS AUTOMOTIVE CORP.
BILLY GREEN, JR.
17725 KATY FREEWAY, SUITE 200
HOUSTON, TX 77094
(281) 675-6192 (PHONE)
BILLY.GREEN@CBAC.COM
CIVIL ENGINEER CONTACT:
SUMMIT DESIGN & ENGINEERING SERVICES
GREG THOMPSON, PE, PLS
2715 ASHTON DRIVE, SUITE 104
WILMINGTON, NC 28412
(910) 475-1208 x3805 (PHONE)
(919) 732-6676 (FAX)
GREG.THOMPSON@SUMMITDE.COM
SURVEY CONTACT:
SUMMIT DESIGN & ENGINEERING SERVICES
BRANTLEY WELLS, PLS
320 EXECUTIVE CT.
HILLSBOROUGH, NC 27278
(919) 732-3883 x3136 (PHONE)
(919) 732-6676 (FAX)
BRANTLEY.WELLS@SUMMITDE.COM
LANDSCAPE CONTACT:
EVERGREEN DESIGN GROUP
LISA CUTSHAW, PLA
4509 CREEDMOOR RD. SUITE 201
RALEIGH, NC 27612
800-680-6630 x16 (PHONE)
LISA@EVERGREENDESIGNGROUP.COM
COVER C1
NOTES C2
SURVEY - EX. CONDITIONS C3
TREE REMOVAL PLAN C3A
EROSION CONTROL PH1 C4
EROSION CONTROL PH2 C5
SITE PLAN C6
GRADING PLAN C7
EROSION CONTROL DETAILS D1
EROSION CONTROL DETAILS D2
EROSION CONTROL DETAILS D3
SITE DETAILS D4
CFPUA WATER DETAILS D5
STORM DETAILS D6
LANDSCAPE PLANTING PLAN LP-1
LANDSCAPE SPECIFICATIONS & DETAILS LP-2
TREE DISPOSITION SPECIFICATIONS & DETAILS TD-2
TREE DISPOSITION PLAN TD-1
SITE PHOTOMETRIC PLAN A-4.1
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23-0065_notes.dwg
C2
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GENERAL NOTES:
1.COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF ANY EXISTING
UNDERGROUND UTILITIES AND STRUCTURES SHOWN HEREON IS NOT GUARANTEED.
2.LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND SHALL
BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES AND NC811 PRIOR
TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER
AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED
INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO
THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT
(POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED CROSSINGS WITH
EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
3.CONSTRUCTION/DEMOLITION; ALL CONSTRUCTION AND DEMOLITION CONDUCTED
SHALL BE IN COMPLIANCE WITH THE 2018 EDITION - CHAPTER 33 OF THE NC FPC.
4.PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL ACCEPTANCE,
APPLICANT SHALL REPLACE ANY TREES SHOWN AS PRESERVED-PROTECTED ON THE
LANDSCAPE PROTECTION PLAN THAT HAVE DIED OR ARE IN POOR HEALTH AS A RESULT
OF LAND DISTURBING ACTIVITIES.
5.ALL DIMENSIONS SHALL BE TO FACE OF CURB UNLESS NOTED OTHERWISE.
6.CONTRACTOR SHALL MAINTAIN ANY ACCESSES TO ADJACENT RESIDENCES, BUSINESSES,
AND PROPERTIES AT ALL TIMES AND NOTIFY THEM OF ANY DISRUPTIONS OF SERVICE OR
ACCESS WITH A 24-HOUR NOTICE.
7.CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE AND
THE MOST CURRENT TOWN, COUNTY, STATE, DOT AND UTILITY PROVIDER STANDARDS,
SPECIFICATIONS, AND BUILDING CODES.
8.ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE
PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER PRIOR TO
INSTALLATION/CONSTRUCTION OF CORRESPONDING ITEMS. THE CONTRACTOR SHALL
WAIVE ANY ADDITIONAL COSTS CLAIMS FOR SUBSTITUTING OR MODIFYING FROM WHAT
HAS BEN APPROVED.
CONSTRUCTION WASTE NOTES:
1.ALL EXISTING STRUCTURES 500 SQUARE FEET AND LARGER SHALL BE ASSESSED
PRIOR TO THE ISSUANCE OF A DEMOLITION PERMIT TO ENSURE COMPLIANCE WITH
THE GOVERNING MUNICIPALITIES' REGULATED RECYCLABLE MATERIALS ORDINANCE
(RRMO) AND TO ASSESS THE POTENTIAL FOR DECONSTRUCTION AND/OR THE REUSE
OF SALVAGEABLE MATERIALS.
2.PURSUANT TO THE GOVERNING MUNICIPALITIES' RRMO, CLEAN WOOD WASTE, SCRAP
METAL, AND CORRUGATED CARDBOARD PRESENT IN CONSTRUCTION OR DEMOLITION
WASTE MUST BE RECYCLED.
3.PURSUANT TO THE GOVERNING MUNICIPALITIES' RRMO, ALL HAULERS OF MIXED
CONSTRUCTION AND DEMOLITION WASTE, WHICH INCLUDES ANY REGULATED
RECYCLABLE MATERIALS, SHALL BE LICENSED BY THE GOVERNING MUNICIPALITIES.
4.PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY ON THE SITE, THE APPLICANT
SHALL HOLD A PRE-DEMOLITION/PRE-CONSTRUCTION CONFERENCE WITH SOLID
WASTE STAFF. THIS MAY BE THE SAME PRE-CONSTRUCTION MEETING HELD WITH
OTHER DEVELOPMENT/ENFORCEMENT OFFICIALS.
5.THE PRESENCE IF ANY ASBESTOS CONTAINING MATERIALS (ACM) AND/OR OTHER
HAZARDOUS MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH ANY AND ALL
LOCAL, STATE, AND FEDERAL REGULATIONS AND GUIDELINES.
INSPECTION NOTES:
1.ADDRESS NUMBERS MUST BE A MINIMUM OF 6 INCHES HIGH AND OF CONTRASTING
COLOR TO THEIR BACKGROUND. REFLECTIVE NUMBERS ARE PREFERRED. WHEN THE
DISTANCE FROM THE STREET OR FIRE DEPARTMENT ACCESS LANE TO THE FRONT
OR ADDRESS SIDE OF THE BUILDING EXCEEDS 25 FEET, LARGER NUMBERS ARE
REQUIRED. 26 FEET TO 50 FEET SHALL HAVE 8 INCH NUMBERS, 51-75 FEET SHALL
HAVE 12 INCH NUMBERS AND OVER 75 FEET SHALL HAVE 18 INCH NUMBERS. WHERE
ACCESS IS BY PRIVATE MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS
SHALL BE USED TO IDENTIFY THE STRUCTURE.
2.KEY BOXES SHALL BE REQUIRED ON ANY BUILDING THAT HAS A FIRE ALARM SYSTEM,
A FIRE SPRINKLER SYSTEM, AN ELEVATOR, OR SPECIAL LOCKING ARRANGEMENTS.
THE KEY BOX SHALL BE OF AN APPROVED TYPE AS REQUIRED FROM THE FIRE
DEPARTMENT. THE SIZE OF THE KEY BOX WILL BE DETERMINED BY THE NUMBER OF
KEYS NECESSARY TO MITIGATE ANY EMERGENCY SITUATION BASED ON THE
BUILDING AND ITS OCCUPANCY. AN APPROVED LOCK SHALL BE INSTALLED ON GATES
OR SIMILAR BARRIERS WHEN REQUIRED BY THE FIRE CODE OFFICIAL. KEYS SHALL BE
CHANGED OUT IMMEDIATELY IF THE LOCKS ARE CHANGED OR RE-KEYED.
3.A LEAD-FREE RPZ WITH BYPASS FOR THE BACKFLOW PROTECTION IS REQUIRED.
ENSURE AT LEAST 18 INCHES OF WORKING CLEARANCE IS PROVIDED AROUND OR
MORE IF MANUFACTURER'S INSTRUCTIONS REQUIRE MORE.
4.DEMOLITION OF THE EXISTING STRUCTURES WILL REQUIRE AN ASBESTOS TEST
PRIOR TO DEMOLITION AND A SECOND ASBESTOS TEST OF THE SOIL AFTER THEY
HAVE BEEN REMOVED.
5.iIF REQUIRED, THE PROPOSED BUILDINGS SHALL BE PROTECTED BY NFPA 13
SPRINKLER SYSTEM
GENERAL CONSTRUCTION AND GRADING NOTES:
1.ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES AND
OSHA STANDARDS ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY
THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE
OWNER/DEVELOPER.
2.THE CONTRACTOR SHALL BE REQUIRED TO REVIEW AND ABIDE BY SPECIFICATIONS OF
THE PLAN AND ALL SUPPORTING DOCUMENTS, PERMITS, AND REPORTS FOR THIS SITE,
INCLUDING NOT BUT NOT LIMITED TO: EROSION AND SEDIMENTATION CONTROL PLAN
AND STORMWATER MANAGEMENT PLAN.
3.THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY
DISCREPANCIES OR ERRORS THEY DISCOVER IN COMPARING THE PLANS TO ACTUAL
FIELD CONDITIONS.
4.DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE
OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY CAUSE THE WORK TO
BE UNACCEPTABLE AND WITHOUT COMPENSATION.
5.UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE
EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT
SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE
PAID ADDITIONALLY FOR THIS COORDINATION. THE CONTRACTOR SHOULD SEEK
ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND PROTECT THEIR
FACILITIES. IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE OWNER AND DESIGN ENGINEER FOR INSTRUCTION BEFORE PROCEEDING WITH
WORK.
6.ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE
AUTHORIZED BY THE OWNER AND APPLICANT IN WRITING.
7.TRAFFIC CONTROL METHODS, SUCH AS BARRICADES, SUFFICIENT LIGHTS, SIGNS, ETC.,
MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND SHALL BE
PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION IN ACCORDANCE WITH
CURRENT MUTCD STANDARDS.
8.CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, FENCING
AND OTHER APPROPRIATE SAFETY ITEMS/MEASURES NECESSARY TO PROTECT THE
PUBLIC FROM THE WORK AREA CONSTRUCTION ACTIVITIES.
9.HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF
ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT RESIDENTIAL
PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC.
10.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND
TO ALL BUILDINGS NEAR CONSTRUCTION. IN TIME OF RAIN OR MUD, ROADS SHALL BE
ABLE TO CARRY A FIRE TRUCK BY BEING PAVED OR HAVING A CRUSHED STONE BASE,
ETC. WITH A MINIMUM WIDTH OF 20 FEET. ACCESS TO BUILDINGS THAT HAVE
SPRINKLER OR STANDPIPE SYSTEMS SHALL BE WITHIN 40 FEET OF THE FIRE
DEPARTMENT CONNECTOR. (NFPA 1141 3-1)
11.BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS
FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE
REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE
RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO
PROPERLY CONSTRUCT THE WORK.
12.BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF
THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE
FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN
LAYERS NOT TO EXCEED SIX (6) INCHES IN COMPACTED FILL THICKNESS. A REPORT
FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE GOVERNING
MUNICIPALITY INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR
FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
13.THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS
MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT
BE LIMITED TO, A) REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE
STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED, OR B) REGRADING AS
REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT
SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO
SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS
REQUIREMENT.
14.THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES
NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND
SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
15.SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT
GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT,
TEST AND CERTIFY TO THE COMPACTION OF ALL LOAD BEARING FILLS. THE
GEOTECHNICAL ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE
CONTRACTOR, THE OWNER AND TO THE OWNER'S REPRESENTATIVE AND SHALL
PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR,
SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE
SPECIFICATIONS.
16.ALL PERMITS MUST BE OBTAINED PRIOR TO THE START OF CONSTRUCTION.
17.ALL PAVEMENT MARKINGS, REGULATORY SIGNS, AND STREET NAME SIGNS SHALL
CONFORM TO CURRENT MUTCD STANDARDS.
18.ALL DAMAGE TO PUBLIC OR PRIVATE MAINTAINED STREETS DUE TO PROJECT
CONSTRUCTION WILL BE REPAIRED AT NO COST TO THE OWNER PRIOR TO ISSUANCE
OF CERTIFICATE OF OCCUPANCY.
19.A PRE-CONSTRUCTION MEETING WITH THE GOVERNING MUNICIPALITY, ENGINEER,
OWNER OR OWNER'S REPRESENTATIVE, CONTRACTOR, AND SUB-CONTRACTORS IS
REQUIRED PRIOR TO START OF PROJECT.
20.PRIOR TO ANY WORK IN THE STREET OR RIGHT-OF-WAYS AND PRIOR TO ANY PUBLIC
ROAD LANE CLOSURE, THE CONTRACTOR IS REQUIRED TO CONTACT THE GOVERNING
MUNICIPALITY (3) DAYS IN ADVANCE.
21.CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ANY SPILL CURB
REQUIRED TO PROVIDE POSITIVE DRAINAGE TO STORM STRUCTURES AND PREVENT
ANY LOW SPOTS OR "BIRD BATHS" WITHIN THE CURB & GUTTER OR PAVED SECTIONS.
22.NO VISUAL OBSTRUCTIONS SHALL BE WITHIN ANY SIGHT DISTANCE TRIANGLES
BETWEEN 2 AND 8 FEET IN HEIGHT ABOVE FINISHED GRADE.
23.ANY VERTICAL DROPS MORE THAN 30" FROM A RETAINING WALL WILL REQUIRE A 42"
HIGH SAFETY FENCE ALONG THE TOP OF WALL.
24.THE CONTRACTOR SHALL NOTE THAT EVERY OFFSET, FITTING, TIE-IN POINT, ETC, MAY
NOT BE SHOWN ON THE PLANS. CONTRACTOR SHALL USE STANDARD CONSTRUCTION
PROCEDURES TO FOLLOW THE PLANS AS CLOSELY AS POSSIBLE AND NOTIFY THE
ENGINEER IF DISCREPANCIES ARE FOUND.
25.POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL BUILDINGS.
26.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW
OR WASTE MAY BE REQUIRED.
27.ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III, UNLESS NOTED OTHERWISE.
28.ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR
EXCEED THE DOT ASTM AND AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE
MATERIAL. CONTRACTOR SHALL VERIFY APPROVAL WITH DOT FOR ALL PIPE MATERIALS
TO BE USED IN THE RIGHT OF WAY.
29.ROOF DRAIN CONNECTIONS AND INLINE CATCH BASINS IN NON-TRAFFIC BEARING
LOCATIONS MAY BE HDPE SYSTEMS SUCH AS "NYLOPLAST" BY ADS OR APPROVED
EQUAL (SEE DETAILS FOR USE AS STORM DRAINAGE SYSTEM).
30.ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING
REQUIREMENTS PER DOT OR THE MANUFACTURER'S RECOMMENDATIONS, WHICHEVER
IS MOST STRINGENT.
31.DOT PRE-CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF DOT
STANDARD BRICK OR CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED
STRUCTURES SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION AND
SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING DOT MATERIAL, DRAWING &
DETAILED SPECIFICATIONS. NO "KNOCK-OUT" OR WAFFLE BOXES SHALL BE USED
WITHOUT PERMISSION FROM THE ENGINEER.
32.ADDITIONAL SPECIFICATIONS AND REQUIREMENTS FOR FOOTER AND BUILDING PAD
PREPARATION AND COMPACTION MAY EXIST IN ARCHITECTURAL AND STRUCTURAL
DRAWINGS AND SHALL BE EXECUTED/IMPLEMENTED AS REQUIRED.
WATER AND SEWER SEPARATION NOTES:
1.HORIZONTAL AND VERTICAL SEPARATION:
1.1.SANITARY SEWERS SHALL BE LAID AT LEAST 10-FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO
EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION,
THE PUBLIC WORKS SUPPLY MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF
SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH DEVIATION ON MAY ALLOW
THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN, PROVIDED
THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN ELEVATION SO THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18-INCHES ABOVE THE TOP OF THE SEWER.
1.2.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED ABOVE OR ANYTIME THE SANITARY SEWER IS OVER THE WATER MAIN, BOTH
THE WATER MAIN AND SANITARY SEWER MUST BE CONSTRUCTED OF FERROUS PIPE
COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE
TESTED TO 150PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING.
1.3.A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. A 12-INCH VERTICAL
SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAIN.
1.3.1. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING
BETWEEN STORM SEWER AND WATER MAINS (OR PRESSURE SEWERS). THE WATER
MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL
BE POURED AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE
CROSSING
2.CROSSINGS:
2.1.SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18-INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND
THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE ARRANGED SO THAT
THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM
THE WATER MAIN JOINTS.
2.2.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
AS STIPULATED ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED:
2.2.1.THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS
PIPE AND SHALL BE PRESSURE TESTED AT 150-PSI TO ASSURE WATER TIGHTNESS
PRIOR TO BACKFILLING, OR
2.2.2.EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A
WATERTIGHT CARRIER PIPE, WHICH EXTENDS 10-FEET ON BOTH SIDES OF THE
CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE
SHALL BE OF MATERIALS APPROVED BY THE PUBLIC WATER SUPPLY FOR USE IN
WATER MAIN CONSTRUCTION.
GENERAL UTILITY NOTES:
1.ALL EXISTING UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER,
ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC, ETC. WITHIN
THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED. THE
CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE
UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES
DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE
EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT
SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE
PAID ADDITIONALLY FOR THIS COORDINATION.
3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATIONS AND
DEPTHS OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE
START OF WORK AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR
PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL
EXISTING FACILITIES ON THESE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR
THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. COMPLETENESS OR
ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES AND STRUCTURES IS
NOT GUARANTEED.
4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXACT LOCATION AND
PROTECTION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL
DAMAGE MADE TO UTILITIES BY THE CONTRACTOR.
5.CONTRACTOR MUST APPLY FOR ALL UTILITY CONNECTION APPLICATIONS/PERMITS.
CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES FOR CONSTRUCTION.
REFER TO COVER SHEET FOR AVAILABLE UTILITY COMPANY LIST.
6.CONTRACTOR MUST OBTAIN ANY REQUIRED UTILITY DETAILS FOR RECONNECTION OF
EXISTING SERVICES OR NEW SERVICE AND IS RESPONSIBLE FOR THE CONSTRUCTION OF
EACH NEW SERVICE PER THE APPROPRIATE UTILITY COMPANY'S SPECIFICATIONS.
7.THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL
UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO
CURBING, PAVING, AND COMPACTED SUB-GRADE.
8.IF CONFLICTS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER
AND ENGINEER FOR INSTRUCTION BEFORE PROCEEDING WITH WORK.
9.ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
10.THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES
NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND
SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
11.SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT
GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST
REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND
SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR
SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE
SPECIFICATIONS.
12.CONTRACTOR SHALL EXCAVATE ONLY ENOUGH TRENCH FOR WHICH PIPE CAN BE
INSTALLED AND TRENCH BACKFILLED BY THE END OF EACH WORK DAY. ALL OSHA
STANDARDS FOR TRENCH EXCAVATIONS SHALL BE OBSERVED BY ALL PARTIES INVOLVED
WITH UTILITY INSTALLATIONS.
13.BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR
RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE
REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE
RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO
PROPERLY CONSTRUCT THE WORK.
14.COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE
DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL
MATERIAL SHALL BE FREE FROM VEGETATION, ROOTS, STUMPS, OR OTHER FOREIGN
DEBRIS, AND SHALL BE NON-PLASTIC IN NATURE, OR HAVE A TENDENCY TO SHIFT OR
FLOW UNCHARACTERISTICALLY WHEN TAMPED. BACKFILL MATERIAL SHALL BE PLACED IN
LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A
GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR.
CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF
APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
15.RUNOFF FROM IMPERVIOUS AREAS SHALL NOT BE DIRECTED INTO THE SANITARY SEWER
OR ONTO ADJACENT PROPERTIES.
16.ALL JOINTS ON THE STORM WATER CONVEYANCE SYSTEM SHALL BE WATERTIGHT.
17.ALL CONSTRUCTION ASSOCIATED WITH WATER AND SANITARY SEWER SHALL BE IN
ACCORDANCE WITH GOVERNING MUNICIPALITY STANDARDS AND SPECIFICATIONS.
18.ALL ELECTRICAL SERVICE LINES TO OR AROUND THE PROPOSED STRUCTURE SHALL BE
UNDERGROUND.
19.THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND DISTURBANCES
WITH EXISTING USERS AND LOCAL MUNICIPALITY SO THAT ANY SERVICE INTERRUPTIONS
ARE MINIMAL.
20.CONTRACTOR SHALL KEEP A RECORD PLAN SET SHOWING UTILITY CONSTRUCTION,
LOCATIONS, CLEARANCES, ETC, AND PROVIDE A COPY TO THE ENGINEER TO ASSIST WITH
PREPARATION OF AS-BUILT DRAWINGS. CONTACT ENGINEER IF EXPLANATION OF WHAT
ITEMS ARE REQUIRED IF UNSURE, PRIOR TO BEGINNING CONSTRUCTION.
21.PAVEMENT CUTS FOR UTILITY INSTALLATIONS SHALL BE SAWCUT FOR STRAIGHT, CLEAN
EDGES. PATCHES SHALL BE IN ACCORDANCE WITH GOVERNING MUNICIPALITY.
22.CONTRACTOR SHALL COORDINATE INSTALLATIONS OR CONDUITS ON SITE PRIOR TO
PREPARING ROADWAY, DRIVE OR PARKING AREA SUBGRADES.
23.WATER SHALL NOT BE ALLOWED TO RISE WITHIN UNFILLED UTILITY TRENCHES AFTER
PIPE HAS BEEN INSTALLED. BACKFILL IMMEDIATELY AFTER PIPE INSTALLATION.
24.PIPES IN STORM DRAINAGE STRUCTURES SHALL BE CUT FLUSH TO INSIDE WALLS.
INVERTS SHALL BE POURED IN DRY CONDITIONS WITH STRUCTURES BEING PUMPED OUT
PRIOR TO INVERTS IF REQUIRED.
25.ALL CASTINGS AND FERROUS MATERIAL PIPING ASSOCIATED WITH WATER, SEWER, AND
STORM DRAINAGE SHALL BE DOMESTICALLY CAST.
26.CONTRACTOR SHALL PROVIDE SURVEY AS-BUILTS OF STORM DRAINAGE NETWORKS AND
STORMWATER CONTROL MEASURE. STORM DRAINAGE AS-BUILTS MUST BE SUBMITTED
TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BACKFILING, THE
STORMWATER CONTROL MEASURE AS-BUILT(S) MUST BE COMPLETED UPON FINAL
CONSTRUCTION OF NEW CONVEYANCES AND SUBMITTED FOR THE ENGINEER TO REVIEW
AND APPROVE. A SEALED AS-BUILT DRAWING MAY BE REQUIRED FOR STORMWATER
CONTROL CERTIFICATION. CONTACT THE ENGINEER TO VERIFY.
27.CONTRACTOR SHALL PROVIDE EASEMENT SURVEYS FOR STORM DRAINAGE SYSTEMS
AND STORMWATER CONTROL MEASURES. EASEMENTS SHALL BE PLATTED AND
PRESENTED TO THE ENGINEER FOR REVIEW AND APPROVAL. SEE SITE PLAN, GRADING,
AND STORM DRAINAGE PLAN SHEETS FOR EASEMENT LOCATIONS.
ADA INSTRUCTIONS TO CONTRACTOR:
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF
ADA ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE
COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS
AND REGULATIONS BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR
UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL
FROM PARKING SPACE(S), PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST
COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED
TO THE FOLLOWING:
1.PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4” PER FOOT
OR NOMINALLY 2.0%) IN ANY DIRECTION.
2.CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
3.LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE
DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY 2.0%) IN ANY
DIRECTION.
4.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 48-INCH OR GREATER
UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT
REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN
THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4” PER FOOT OR NOMINALLY
2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%),
ADA RAMP REGULATIONS MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR
A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND
RAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN
1:50 IN ANY DIRECTION (1/4” PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE.
5.DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR
THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4” PER FOOT OR
NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN
60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS
FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND
OTHER REFERENCED INCORPORATED BY COD.)
6.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION,
REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR
SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN.
NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR
ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES.
PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR MUST IMMEDIATELY
NOTIFY THE DESIGN ENGINEER IN WRITING OF ANY DISCREPANCIES AND/OR FIELD
CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE
PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED
IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED
BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
7.THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO
POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS,
CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING
CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND
REPLACE NON-CONFORMING CONCRETE.
8.THE SITE SHALL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES
(ANSI 117.1 -2009 AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN AREAS WHERE
AN APPROVED STATEMENT FROM A SITE ENGINEER, SURVEYOR OR ARCHITECT VERIFIES
THAT SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND
ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.
9.ACCESSIBILITY REQUIREMENTS: THAT PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY, THE APPLICANT SHALL PROVIDE THE MINIMUM REQUIRED ACCESSIBLE
PARKING SPACES AND DESIGN ALL ACCESSIBLE PARKING SPACES, RAMPS, AND
CROSSWALKS, AND ASSOCIATED INFRASTRUCTURE ACCORDING TO AMERICANS WITH
DISABILITIES ACT STANDARDS, NORTH CAROLINA BUILDING CODE, AMERICAN NATIONAL
STANDARDS INSTITUTE ANSI CODE, AND TOWN STANDARD.1. PARKING - NUMBER OF
SPACES TO COMPLY WITH NCBC 2018 SECTION 1106.1, 1 PER 6 COMPLIANT SPACES OR
PORTION THEREOF MUST BE VAN ACCESSIBLE, NO SLOPE TO EXCEED 2 PERCENT IN ANY
DIRECTION. SIGNAGE PER NC REQUIREMENTS, MUT-CD AND ICC A 117.1.2. CURB CUTS
AND ACCESSIBLE ROUTES PER ICC A117.1 2009 ED. CROSS SLOPE LIMITED TO 2 PERCENT,
CALL FOR INSPECTION BEFORE PLACEMENT OF CONCRETE. A SLOPE GREATER THAN 5
PERCENT REQUIRES CONSTRUCTION AS A RAMP.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED
CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
DEMOLITION NOTES
1.ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE TOWN, COUNTY, STATE AND FEDERAL REGULATIONS.
2.REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE
IDENTIFIED AND A PLAN FOR DEMOLITION AND DISPOSAL SHALL BE PRESENTED TO, AND
APPROVED BY, THE TOWN/COUNTY AND OWNERS PRIOR TO COMMENCING DEMOLITION ON
CORRESPONDING STRUCTURES.
3.THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS PLAN SET WERE PROVIDED AS
PART OF THE SURVEY REFERENCED WITHIN THIS PLAN SET. OTHER UNIDENTIFIED UTILITIES
OR SITE FEATURES MAY EXIST AND SPECIAL CARE SHALL BE EXERCISED DURING ANY
SUBGRADE WORK OR DEMOLITION TO PREVENT UNINTENDED LOSS OF SERVICE TO
SURROUNDING PROPERTIES.
4.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE DOT
RIGHTS-OF-WAY. ANY DAMAGED INFRASTRUCTURE IN THE RIGHTS-OF-WAY CAUSED BY
CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO DOT STANDARDS. THIS INCLUDES, BUT IS
NOT LIMITED TO UTILITIES, CURB & GUTTER, PAVEMENT, SIGNS AND ROADSIDE SWALES.
5.CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, IF REQUIRED BY ENCROACHMENT
PERMIT TO DOT FOR APPROVAL, PRIOR TO ANY WORK WITHIN THE DOT RIGHTS-OF-WAY.
6.ALL UTILITIES SHOWN TO BE REMOVED, DISPOSED OF, AND/OR ABANDONED SHALL BE DONE
PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES.
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before you dig.Call
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132456
PROJECT NO.
SHEET NO.
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ALL TREES INDICATED IN RED ARE TO BE REMOVED AND MITIGATION MEASURES SHALL APPLY BASED ON REQUIREDMENTS FROM NEW HANOVER
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Know what's below.
before you dig.Call
R
BY
DA
T
E
RE
V
I
S
I
O
N
S
132456
PROJECT NO.
SHEET NO.
DR
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C4
EROSION CONTROL LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
TP TP
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE
PURPOSES ONLY AND CLARITY OF THE PLANS.
REFER TO THE "LIMITS OF DISTURBANCE" LINE
FOR ACTUAL CLEARING LIMITS.
ROCK PIPE INLET PROTECTION
CATCH BASIN INLET PROTECTION
SILT FENCE OUTLET
STRAW WATTLE / SILT DIKE
DIVERSION DITCH
SF
SILT FENCESFSF
CONSTRUCTION ENTRANCE / EXIT
LD
LD/TP LD/TP
DROP INLET
JUNCTION BOX
OPEN THROAT INLET
LIMITS OF DISTURBANCE &
SILT FENCELD/SF LD/SF
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100
WHERE SILT FENCE AND TREE PROTECTION
FENCE COINCIDE, CONSTRUCT ONLY ORANGE
SILT FENCE AND ADHERE TO THE SIGNAGE AND
DIMENSIONAL REQUIREMENT SHOWN ON TREE
PROTECTION DETAIL (SEE EROSION CONTROL
DETAIL SHEET).
FOR STAKING AND CONSTRUCTING SILT FENCE,
USE LOCATION OF "LD/TP" LINE, AS "SF" LINE IS
OFFSET ONLY FOR LEGIBILITY -- ACTUAL
LOCATION IS AT "LD/TP".
CATCH BASIN
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20
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TREES TO BE
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OFFSITE DISTURBED AREA
3,085 SF (0.07 AC)
TOTAL DISTURBED AREA
44,888 SF (1.03 AC)
10' X 10' CONCRETE
WASHOUT PIT (SEE
EC DETAIL SHEETS)
50
.
0
0
'
25'x50' TEMPORARY
CONSTRUCTION
ENTRANCE (SEE EC
DETAIL SHEETS)
25.00'
CONSTRUCTION SEQUENCE PHASE I:
1.OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A WATERSHED/STORMWATER PERMIT FROM
GREENVILLE COUNTY AND A LAND DISTURBANCE PERMIT ISSUED BY THE SOUTH CAROLINA
DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (SCDHEC) WILL BE REQUIRED BEFORE THE
ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT ALL PHASES OF
CONSTRUCTION.
2.PRIOR TO INITIATING LAND DISTURBING ACTIVITIES, CONTACT SCDHEC, GREENVILLE COUNTY TO
SCHEDULE A PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR NPDES
REPORTING THROUGHOUT CONSTRUCTION. SEE SELF-INSPECTION PROGRAM FORM ON SHEET C14.
3.INSTALL TREE PROTECTION FENCING ALONG THE ENTIRE LENGTH OF THE CLEARING / DISTURBANCE
LIMITS OF THE PROPOSED SITE AS SHOWN ON THE PLANS. NOTE THAT WHERE SILT FENCE AND TREE
PROTECTION FENCE COINCIDE, CONSTRUCT ONLY ORANGE SILT FENCE AND ADHERE TO THE SIGNAGE
AND DIMENSIONAL REQUIREMENTS SHOWN ON TREE PROTECTION DETAIL (SEE EC DETAIL SHEET).
4.MAINTAIN CONSTRUCTION ENTRANCE PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER AND
EXIT THE PROPERTY AT THIS LOCATION.
5.CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN.
INSTALL SILT FENCING AND SILT FENCE OUTLETS AS SHOWN. PROVIDE SUPPLEMENTAL OUTLETS AS
NEEDED IN LOCATIONS WHERE FIELD CONDITIONS INDICATE AREAS WHERE SITE RUNOFF WILL POND.
6.CONVEY SEDIMENT LADEN RUNOFF AND DIRECT FLOW AS NEEDED TO PROMOTE POSITIVE DRAINAGE TO
THE SILT FENCE OUTLETS AS SHOWN ON THE PLANS.
7.TEMPORARILY SEED, MULCH, ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY
AFTER CONSTRUCTION.
8.ONCE THIS PHASE I DEMOLITION & EROSION CONTROL CONSTRUCTION HAS BEEN COMPLETED,
CONTACT THE SCDHEC EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION AND APPROVAL. ONCE
APPROVED, PROCEED TO PHASE II EROSION CONTROL.
CONSTRUCTION ENTRANCE NOTES:
1.CONSTRUCTION ENTRANCE SHALL BE 25' MINIMUM WIDTH AND 50' MINIMUM LENGTH AND 6" MINIMUM
THICKNESS OF STONE (3"-4") COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER TO THE
LOCAL GOVERNMENT OR STATE FOR ANY ADDITIONAL REQUIREMENTS.
2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF
MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 3"-4" STONE, AS
CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT.
ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS
OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
3.WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER THE LOCAL GOVERNMENT OR STATE
REQUIREMENTS.
4.MAINTAIN CONSTRUCTION ENTRANCE THROUGHOUT ALL PHASES OF CONSTRUCTION. WHEN SITE IS
READY FOR FINAL INSTALLATION OF PAVEMENT SECTION AS NOTED ON THE APPROVED PLANS, CONTACT
THE EROSION CONTROL INSPECTOR FOR APPROVAL PRIOR TO REMOVING THE CONSTRUCTION
ENTRANCE.
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C5
EROSION CONTROL LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
TP TP
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE
PURPOSES ONLY AND CLARITY OF THE PLANS.
REFER TO THE "LIMITS OF DISTURBANCE" LINE
FOR ACTUAL CLEARING LIMITS.
ROCK PIPE INLET PROTECTION
CATCH BASIN INLET PROTECTION
SILT FENCE OUTLET
STRAW WATTLE / SILT DIKE
DIVERSION DITCH
SF
SILT FENCESFSF
CONSTRUCTION ENTRANCE / EXIT
LD
LD/TP LD/TP
DROP INLET
JUNCTION BOX
OPEN THROAT INLET
LIMITS OF DISTURBANCE &
SILT FENCELD/SF LD/SF
98
100
WHERE SILT FENCE AND TREE PROTECTION
FENCE COINCIDE, CONSTRUCT ONLY ORANGE
SILT FENCE AND ADHERE TO THE SIGNAGE AND
DIMENSIONAL REQUIREMENT SHOWN ON TREE
PROTECTION DETAIL (SEE EROSION CONTROL
DETAIL SHEET).
FOR STAKING AND CONSTRUCTING SILT FENCE,
USE LOCATION OF "LD/TP" LINE, AS "SF" LINE IS
OFFSET ONLY FOR LEGIBILITY -- ACTUAL
LOCATION IS AT "LD/TP".
CATCH BASIN
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20
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41,803 SF (0.96 AC)
OFFSITE DISTURBED AREA
3,085 SF (0.07 AC)
TOTAL DISTURBED AREA
44,888 SF (1.03 AC)
10' X 10' CONCRETE
WASHOUT PIT (SEE
EC DETAIL SHEETS)
50
.
0
0
'
25'x50' TEMPORARY
CONSTRUCTION
ENTRANCE (SEE EC
DETAIL SHEETS)
25.00'
CONSTRUCTION SEQUENCE PHASE I:
1.OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A WATERSHED/STORMWATER PERMIT FROM
GREENVILLE COUNTY AND A LAND DISTURBANCE PERMIT ISSUED BY THE SOUTH CAROLINA
DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (SCDHEC) WILL BE REQUIRED BEFORE THE
ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT ALL PHASES OF
CONSTRUCTION.
2.PRIOR TO INITIATING LAND DISTURBING ACTIVITIES, CONTACT SCDHEC, GREENVILLE COUNTY TO
SCHEDULE A PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR NPDES
REPORTING THROUGHOUT CONSTRUCTION. SEE SELF-INSPECTION PROGRAM FORM ON SHEET C14.
3.INSTALL TREE PROTECTION FENCING ALONG THE ENTIRE LENGTH OF THE CLEARING / DISTURBANCE
LIMITS OF THE PROPOSED SITE AS SHOWN ON THE PLANS. NOTE THAT WHERE SILT FENCE AND TREE
PROTECTION FENCE COINCIDE, CONSTRUCT ONLY ORANGE SILT FENCE AND ADHERE TO THE SIGNAGE
AND DIMENSIONAL REQUIREMENTS SHOWN ON TREE PROTECTION DETAIL (SEE EC DETAIL SHEET).
4.MAINTAIN CONSTRUCTION ENTRANCE PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER AND
EXIT THE PROPERTY AT THIS LOCATION.
5.CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN.
INSTALL SILT FENCING AND SILT FENCE OUTLETS AS SHOWN. PROVIDE SUPPLEMENTAL OUTLETS AS
NEEDED IN LOCATIONS WHERE FIELD CONDITIONS INDICATE AREAS WHERE SITE RUNOFF WILL POND.
6.CONVEY SEDIMENT LADEN RUNOFF AND DIRECT FLOW AS NEEDED TO PROMOTE POSITIVE DRAINAGE TO
THE SILT FENCE OUTLETS AS SHOWN ON THE PLANS.
7.TEMPORARILY SEED, MULCH, ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY
AFTER CONSTRUCTION.
8.ONCE THIS PHASE I DEMOLITION & EROSION CONTROL CONSTRUCTION HAS BEEN COMPLETED,
CONTACT THE SCDHEC EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION AND APPROVAL. ONCE
APPROVED, PROCEED TO PHASE II EROSION CONTROL.
CONSTRUCTION ENTRANCE NOTES:
1.CONSTRUCTION ENTRANCE SHALL BE 25' MINIMUM WIDTH AND 50' MINIMUM LENGTH AND 6" MINIMUM
THICKNESS OF STONE (3"-4") COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER TO THE
LOCAL GOVERNMENT OR STATE FOR ANY ADDITIONAL REQUIREMENTS.
2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF
MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 3"-4" STONE, AS
CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT.
ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS
OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
3.WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER THE LOCAL GOVERNMENT OR STATE
REQUIREMENTS.
4.MAINTAIN CONSTRUCTION ENTRANCE THROUGHOUT ALL PHASES OF CONSTRUCTION. WHEN SITE IS
READY FOR FINAL INSTALLATION OF PAVEMENT SECTION AS NOTED ON THE APPROVED PLANS, CONTACT
THE EROSION CONTROL INSPECTOR FOR APPROVAL PRIOR TO REMOVING THE CONSTRUCTION
ENTRANCE.
LIMITS OF DISTURBANCE /
COMBINATION TREE
PROTECTION FENCE AND
SILT FENCE, (TYP.)
INLET PROTECTION
INLET PROTECTION,
(TYP.)
PIPE CONNECTION
TO BUILDING
DOWNSPOUTS,
(TYP.)
PIPE CONNECTION
TO BUILDING
DOWNSPOUTS,
(TYP.)
LIMITS OF DISTURBANCE /
COMBINATION TREE
PROTECTION FENCE AND
SILT FENCE, (TYP.)
SILT FENCE
OUTLET, (TYP.)
SILT FENCE
OUTLET, (TYP.)
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WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
OPEN THROAT INLET
CATCH BASIN
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
20
20' BUILDING
SETBACK
10' WATER
EASEMENT
8' MIN. STREET
YARD BUFFER
11
S
P
A
C
E
S
20' TYPE "A" OPAQUE
LANDSCAPE BUFFER
18' MAX. STREET
YARD BUFFER
EXISTING
TREE (TYP)
10' STREET
YARD BUFFER
7
S
P
A
C
E
S
9
S
P
A
C
E
S
16' TYPE "A" OPAQUE
LANDSCAPE BUFFER
WITH 6' HIGH WOODEN FENCE
(BUFFER PLANTINGS TO BE
INSTALLED OUTSIDE OF SWALE)
PERMEABLE
PAVERS, (TYP.)
2" WATER
SERVICE
2" SEWER SERVICE
FROM CLEANOUT TO
BUILDING
DOUBLE SIDED
MONUMENT SIGN
HEAVY DUTY
CONCRETE, (TYP.
BOTH SIDES)MA
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PROPERTY INFORMATION:
CURRENT OWNER:ARAB SHRINE CLUB HOLDING CORPORATION
DEVELOPER:CHRISTIAN BROTHERS AUTOMOTIVE CORPORATION
PARCEL ID#:R07114-004-001-000
JURISDICTION:NEW HANOVER COUNTY
CITY:WILMINGTON
STATE: NORTH CAROLINA
ADDRESS:4580 S. COLLEGE ROAD, WILMINGTON, NC 28412
DEED BOOK/PAGE:1116 / 0245
TOTAL AREA:1.34 AC (58,370 SF)
LAND USE:EXISTING USE; UNUSED LAND
PROPOSED USE; COMMERCIAL - AUTOMOTIVE SHOP
ZONING CB - COMMERCIAL BUSINESS DISTRICT
ADJACENT ZONING: R-15 RESIDENTIAL DISTRICT (PUBLIC ASSEMBLY AND
PLACE OF WORSHIP USE)
PARKING REQUIREMENT:
REQUIRED:
3/1,000 SF INDOOR OFFICE/WAITING AREA,
PLUS 1 PER REPAIR BAY @
1,150 SF OFFICE/WAITING + 10 BAYS = 12 SPACES
TOTAL PROVIDED = 30 SPACES
(31 STANDARD, 1 ACCESSIBLE & 1 VAN ACCESSIBLE)
REQUIRED STREET YARD LANDSCAPE:
12 SF PER LF OF STREET FRONTAGE @ 706 LF
(MINUS DIVEWAY WIDTHS @ 52') = 708 LF
708 X12 = 8,496 SF REQUIRED LANDSCAPING
PROVIDED = 8,670 SF
SITE INFORMATION
HEAVY DUTY
CONCRETE
SITE PLAN LEGEND:
LANDSCAPE BUFFER AREA
HEAVY DUTY CONCRETE AREAS
PERMEABLE PAVERS
HEAVY DUTY ASPHALT PAVING
10'x70' SIGHT TRIANGLE
30 MPH DESIGN SPEED SIGHT TRIANGLE
25
.
0
0
'
25
.
0
0
'
3 SPACES
30.12'
30.00'
32.00'
2
0
.
0
0
'
B
U
I
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N
G
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B
A
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15' x 335' SIGHT
TRIANGLE (BASED ON
30MPH DESIGN SPEED)
15' x 290' SIGHT
TRIANGLE (BASED ON
30MPH DESIGN SPEED)
10' x 70' SIGHT
TRIANGLE EACH
SIDE
GRINDER PUMP
STATION
GAS SERVICE
TRANSFORMER
DUMPSTER
ENCLOSURE
STORM SYSTEM,
SEE SHEET C7
FOR MORE
INFORMATION
AC UNIT
6" SEWER SERVICE
FROM CLEANOUT
TO EXISTING
MANHOLE
6' HIGH WOODEN
FENCE OR
APPROVED EQUAL
CONCRETE FLUME,
SEE DETAIL FOR
ADDDITIONAL
INFORMATION
STOP BAR
10' STORM
MAINTENANCE
EASEMENT
10' MAINENANCE
EASEMENT
24" CURB AND
GUTTER, (TYP.)
24" CURB AND
GUTTER, (TYP.)
2" WATER METER
BACKFLOW ASSEMBLY
BACKFLOW ASSEMBLY
2" WATER METER
FOR IRRIGATION
SAND / OIL
SEPARATOR
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9.00'
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G G G
UGE UGE
CHRISTIAN BROTHERS
AUTOMOTIVE
10-BAY SINGLE STORY
BUILDING
± 6,257 SF
FFE: 28.6
LD/
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LD/SF/
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LD/SF/TP
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/
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LD/SF/TP
LD/SF/TP
LD/S
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27.33
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27.65
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27.57
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28.07
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29.5
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27.33
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27.65
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27.57
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28.07
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27.33 FG
27.65
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27.57
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28.07
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27.58
FG
27.58
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27.21 LP
27.21
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27.24
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27.41
HP
28.19
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27.78
LP
27.02
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27.30
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27.58
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27.67
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27.58
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27.58
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28.26
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28.23
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27.58
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27.58
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27.56
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27.60
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28.07
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27.84
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EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
TP TP
LD/TP LD/TP
DROP INLET
CURB INLET
FLARED END SECTION (FES)
JUNCTION BOX
STORM MANHOLE
OPEN THROAT INLET
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23-0065_d.dwg
10' x 10' SQUARE WASHOUT BASIN
24" MIN.
NOTES:
1.INSTALL CONCRETE WASHOUT PIT AT LOCATION(S) SHOWN ON PLANS.
2.LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO
GROUND OUTSIDE PIT AS SHOWN.
3.MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE-LINED WHEN
DEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12"
FOLLOWING WASHOUT OF CONCRETE TRUCK.
4.ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.
5.WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE
WATERS.
CONCRETE WASHOUT PIT
NTS
HANDLING OF CONCRETE NOTES:
1.CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS,
WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE.
2.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR
IMPERMEABLE LINER. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING, OR SIMILAR-STRENGTH MATERIAL, AND
FREE OF HOLES OR TEARS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
3.ALL WASHOUT OPERATIONS MUST BE AT LEAST 50 FEET FROM STORM DRAINS OR WATERBODIES UNLESS INDIVIDUAL SITE DIFFICULTIES MAKE THIS
REQUIREMENT IMPRACTICAL. A REDUCTION OF THIS DISTANCE REQUIREMENT WILL BE ALLOWED ON A CASE-BY-CASE BASIS IF THE PERMITTING
AUTHORITY DETERMINES THAT THE WASHOUT FACILITY WITH A REDUCED BUFFER WILL ADEQUATELY PROTECT THE WATER QUALITY IN ADJACENT
STREAMS.
4.WASHOUT OF CONCRETE TRUCKS SHALL BE PERFORMED IN DESIGNATED AREAS ONLY.
5.A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS ABOUT THE REQUIREMENT TO USE
THE FACILITY.
6.THE HARDENED RESIDUE FROM THE CONCRETE WASHOUT WILL BE DISPOSED OF IN THE SAME MANNER AS OTHER NON-HAZARDOUS CONSTRUCTION
WASTE MATERIALS OR MAY BE BROKEN UP AND USED ON SITE AS DEEMED APPROPRIATE BY THE CONTRACTOR. MAINTENANCE OF THE WASHOUT IS TO
INCLUDE REMOVAL OF HARDENED CONCRETE. FACILITY SHALL HAVE SUFFICIENT VOLUME TO CONTAIN ALL THE CONCRETE WASTE RESULTING FROM
WASHOUT AND A MINIMUM FREEBOARD OF 12 INCHES. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY AND SHALL BE CLEANED OUT ONCE 75%
FULL UNLESS A NEW FACILITY IS CONSTRUCTED.
7.PORTABLE, REMOVABLE CONTAINERS MAY BE USED AS ABOVE GRADE CONCRETE WASHOUTS PROVIDED TRUCK OPERATORS ARE ABLE TO WASH
INDIVIDUAL CHUTE SECTIONS OUT OVER THE WASHOUT.
8.IF STORED LIQUIDS HAVE NOT EVAPORATED AND THE WASHOUT IS NEARING CAPACITY, THE LIQUIDS MAY BE VACUUMED AND DISPOSED OF OFF-SITE IN A
LEGALLY ACCEPTABLE MANNER OR DISPOSED OF ON-SITE IN A MANNER AND LOCATION THAT IT WILL NOT REACH STREAMS AND OTHER BODIES OF
WATER. ON-SITE PITS AND OTHER INFILTRATION DEVICES WILL BE ACCEPTABLE IF THE DEVICE IS DESIGNED TO INFILTRATE THE ANTICIPATED VOLUME OF
WATER AND APPROVED PRIOR TO ITS USE BY THE PERMITTING AUTHORITY.
STANDARD CATCH BASIN/YARD
INLET PROTECTION
NTS
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
STANDARD METAL POSTS
2'-0" IN GROUND
#57 WASHED STONE PLACED TO A HEIGHT
OF 12"-18" MIN. ABOVE TOP OF BOX
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / EXIT
NTS
50'
M
I
N
6" MIN
2-3" COARSE AGGREGATE
25' M
I
N
I
M
U
M
ADJO
I
N
I
N
G
R
O
A
D
W
A
Y
FILTER FABRIC UNDER STONE
NOTES:
WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM (100'L MIN IN URBAN AREAS). IF THE ADJOINING
ROADWAY IS WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE ADJOINING
ROADWAY.
TURNING RADIUS OF 20' MINIMUM TO ACCOMMODATE LARGE TRUCKS SHALL BE PROVIDED.
ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM USE BY ALL CONSTRUCTION VEHICLES.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
ADJACENT STREETS.
PERIODIC TOP DRESSING WITH STONE (2" THICK) WILL BE NECESSARY. ANY MATERIAL WHICH STILL
MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
NOTES:
APPLICABLE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE
IS STABILIZED. FREQUENT CHECKS
OF THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED
BY CONTRACTOR.
(100
'
U
R
B
A
N
A
R
E
A
S
)
AND ON SIDES
20'R MIN
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE
IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE ARE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
SILT FENC
E
SEDIMEN
T
S
T
O
R
A
G
E
P
I
T
CENTER.
STEEL POSTS. (NO WOOD POSTS)
HOOKED ONTO PERFORMED CHANNELS ON
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE
W/ METAL CLIPS OR WIRE AT 8" OFF
FABRIC OR EQUIVALENT SECURED TO WIRE
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FL
O
W
FLOW
SHEET DRAINAGE (ONLY)
NATURAL GRADE
AS DIRECTED BY CONSERVATION INSPECTOR.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
CARRY 6" OF WIRE INTO TRENCH.
CARRY APPROX.12" OF FABRIC INTO TRENCH
TRENCH, COVER W/ SOIL & TAMP BACKFILL.
STEEL POSTS @ 8' O.C. MAX.. (NO WOOD POSTS)
SEDIMENT WHEN THIS LEVEL IS REACHED OR8"
3'
-
0
"
2'
M
I
N
NOTES:
1.TOTAL DRAINAGE AREA FLOWING TO THE FENCE MAY NOT
EXCEED 1 ACRE.
2.SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR
IN AREAS OF CONCENTRATED FLOW (CREEKS,
DITCHLINES, SWALES ETC.)
3.TO INCREASE STORAGE CAPACITY AND PROLONG THE
LIFE OF THE SILT FENCE, IT IS GENERALLY ADVISABLE TO
DIG A SEDIMENT PIT IN FRONT OF YOUR SILT FENCE
WHENEVER POSSIBLE.
FLOW OF
WATER
TEMPORARY SILT FENCE
NTS
RIP-RAP
LENGTH
EXISTING GRADE
FLARED END SECTION
3
1
1
3
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
HAVE BEEN DISLODGED. IMMEDIATLY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
RIP-RAP
RIP RAP W/ FLARED END SECTION DETAIL
NTS
SECTIONPLAN
TYPICAL CHANNEL LINER INSTALLATION
12"
(30 cm)
(15 cm)6"
6"(15 cm)
(15 cm)6"
4"(10 cm)
4"
1.
6.
7.
2.
5.
4.8.
3.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
3"
(7.5cm)
2"-5"
(5cm-12.5cm)
TYPICAL SLOPE BLANKET INSTALLATION
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
12"
(30 cm)
(15 cm)6"
6"(15 cm)
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
AMERICAN
NORTH
GREEN
USA 1-800-772-2040 CANADA 1-800-448-2040
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
2.4.
5.
3B.
1.
3A.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
AMERICAN
NORTH
GREEN
NOTES:
1. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE
OR ISSUANCE OF A GRADING PERMIT.
2. WARNING SIGNS IN BOTH ENGLISH AND SPANISH SHALL BE PLACED IN TREE PROTECTION AREAS
@ 50'. THE SIGNS SHOULD READ, "TREE PROTECTION AREA/NO TRESPASSING" AND "ZONA
PROTECTORA PARA LOS ARBOLES/ PROHIBIDO ENTRA".
3. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
4. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
5. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
PER PROTECTION AREA.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT
9. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON
ACTUAL FIELD CONDITIONS.
5' MIN
12' MAX
3'
M
I
N
2'
M
I
N
ORANGE UV RESISTANT
HIGH-TENSILE STRENGTH
POLY BARRICADE FABRIC
STEEL POSTS
PLASTIC OR WIRE TIES
TREE PROTECTION FENCE DETAIL
NTS
SEDIMENT
STORAGE AREA
F
L
O
W
F
L
O
W
BERM
EX. GRADE
EXCAVATION
EXISTING
GRADE
SEDIMENT STORAGE NOTES:
1.PROVIDE MIN. OF 1,800 CF OF SEDIMENT STORAGE VOLUME PER 1 AC. OF DRAINAGE AREA.
2.PROVIDE SEDIMENT STORAGE AT SILT FENCE OUTLETS NOTED ON PLAN AND AS NECESSARY BASED
ON FIELD CONDITIONS OR PER EROSION CONTROL INSPECTOR REQUIREMENTS.
3.PROVIDE TEMPORARY DIVERSIONS TO SEDIMENT STORAGE AREAS AS NEEDED AND DIRECT
SEDIMENT LADEN RUNOFF TO THE DIVERSIONS AND SILT FENCE OUTLETS THROUGHOUT ALL
PHASES OF CONSTRUCTION.
MIN. 36"
STONE
HEIGHT
EXCAVATE OR PROVIDE
EARTHEND BERM AT SILT FENCE
OUTLETS TO PROVIDE 1-FT TO
2-FT OF SEDIMENT STORAGE
FLO
W
SEDIMENT STORAGE AT SILT FENCE
NTS
SILT FENCE
DUAL SILT
FENCE OUTLETS
BERM
A
A
SECTION A-A
SILT
FENCE
NOTES:
1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.
2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.
3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE
SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH VEGETATION OR
COVERED.
TEMPORARY TOP SOIL STOCKPILE DETAIL
NTS
MAX. 2
1
SLOP
E
SL
O
P
E
FILTER BAG
DEWATERING FILTER BAG DETAIL
NTS
PLAN VIEW
ELEVATION VIEW
FILTER BAG
CLAMP
PUMP
INTAKE HOSE
CLAMP
DISCHARGE HOSE
CLAMP
PUMP
INTAKE HOSE
DISCHARGE HOSE
CLAMP
ROCK BASE
ROCK BASE
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SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS)50
GERMAN MILLET 40
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IN THE
PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASS
RYE (GRAIN)120
IS NOT TO EXTEND BEYOND JUNE.
MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.
SEEDING DATES:
MOUNTAINS -ABOVE 2500 ft: FEB. 15 - MAY 15
BELOW 2500 ft: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
MOUNTAINS - MAY 15 - AUG. 15
PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
LATE WINTER &
EARLY SPRING
SUMMER
FALL
LATE WINTER &
EARLY SPRING
SUMMER
FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 250
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
50
SEEDING NOTES
1.AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
2.WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE LESPEZEDA TO 40 LB/ACRE.
3.TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS.
HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS. PRIOR
TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL:AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATE WINTER:FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15
FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBE LESPEZEDA
OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR
TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
IMMEDIATELY.
PERMANENT SEEDING OF SLOPES
TEMPORARY SEEDING OF SLOPES
BERM/DITCH
18
"
MI
N
24" MIN
18" MIN DEPTH
DITCH
FLOW
COMPACTED FILL
18" MIN DEPTH
BERM
FLOW
SLOPE 2:1 MAX
24" MIN
FLO
W
1.DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES
BY CONSTRUCTION OPERATIONS.
2.DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY
ARE TO REMAIN IN PLACE OVER 30 DAYS.
3.CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK
REGARDLESS REPAIR AS NECESSARY.
NATURAL GROUND OR
FILL / CUT SLOPES
NOTES:
POSITIVE GRADE MUST BE PROVIDED
TO ASSURE DRAINAGE.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY MEASURABLE RAIN EVENT. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND
AREA WITH NATURAL GROUND LEVEL AND STABILIZE
APPROPRIATELY.
ALL DITCHES SHALL BE SUFFICIENT TO DIRECT ALL
SEDIMENT-LADEN STORMWATER INTO A SEDIMENT CONTROL
DEVICE. MUST BE INSTALLED PRIOR TO CLEARING AND
GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS
OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS ARE
INSTALLED AS EACH CRITICAL POINT IS REACHED).
TEMPORARY DIVERSION BERM / DITCH
NTS
NATURAL GROUND OR
FILL / CUT SLOPES
NATURAL GROUND OR
FILL / CUT SLOPES
PLACE EXCAVATED
SOILS ON LOW SIDE
TO CONSTRUCT BERM
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1SIDE SLOPE(TYP.)
10 MILPLASTICLINING
3'-0
"
MIN
.
& X
'
MA
X
.
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
PLAN
SECTION B-B
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
8"
6"
2'
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)
10 MILPLASTIC LINING
B
B
3'-0
"
MIN
.
& X
'
MA
X
.
A
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETEWASHOUT CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SILT FENCE
10
'MIN
10'MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
MAINTENANCE:
NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS ANG
GULLIES DEVELOP, THEY MUST BE FILLED, RE-SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE
NEEDED UNTIL NEW PLANTS TAKE HOLD.
DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANY TIME.HERBICIDES AND REGULAR
MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST AND SPRAYS MAY BE NEEDED TO CONTROL INSECTS.
WEEK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE.
1.TILL ALL AREAS THAT ARE TO BE SEEDED TO A 6" DEPTH. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER
OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
2.APPLY AGRICULTURAL LIME & FERTILIZER. UNIFORMLY MIX WITH SOIL (SEE NOTE BELOW*).
3.SEED FRESHLY PREPARED SEEDBED SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK .
4.MULCH IMMEDIATELY AFTER SEEDING.
5.INSPECT ALL SEEDED AREAS AND PERFORM NECESSARY RESEEDING WITHIN THE SAME PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
6.CONTINUE MAINTENANCE AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY:
AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 lbs> / ACRE -20% ANALYSIS
MLCH -2 TONS / ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A
A
B
C
B C
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF
STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
USA 1-800-772-2040 CANADA 1-800-448-2040
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE:
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN
WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
NOTE:
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
www.nagreen.com
1.
6.
7.
2.
5.
4.8.
3.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
USA 1-800-772-2040 CANADA 1-800-448-2040
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
www.nagreen.com
2.4.
5.
3B.
1.
3A.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
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NOTE: OTHER SKIMMERS SUCH AS "MARLEE FLOAT" SKIMMER AND IAS (INNOVATIVE APPLIED SOLUTIONS) SKIMMER ARE AVAILABLE AND APPROVED
FOR USE BY SUMMIT DESIGN. IF THESE OR OTHER SKIMMERS ARE PROVEN TO BE MORE ECONOMICAL FOR THIS PROJECT, CONTRACTOR SHALL
COORDINATE WITH TOWN/CITY/COUNTY/STATE EROSION CONTROL FOR THEIR APPROVAL AND PROVIDE SUMMIT WITH MANUFACTURERS PRODUCT
SHEET STATING THAT IT IS APPROPRIATELY SIZED TO MEET TO MEET THE SPECIFICATIONS OF THE SKIMMER SPECIFIED ON PLANS.
NOTE:
CONTRACTOR TO INSTALL TWO POINTS
OF RESTRAINT BY TETHER TO SKIMMER
DEVICE TO ENSURE DEVICE REMAINS
PROPERLY LOCATED IN BASIN.
SKIMMER TETHER (2)
TYP. CONTRACTOR TO
STAKE TETHER
RESTRAINTS
SECURELY TO ENSURE
SKIMMER DEVICE
REMAINS PROPERLY
LOCATED. TETHER TO
BE A MINIMUM OF 1/4
INCH POLYPROPYLENE
BRAIDED ROPE
SKIMMER TETHER
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D4
23-0065_d.dwg
NOTE: PAVEMENT SPECS PER GEOTECH REPORT
(DATED 10-21-2020 BY MULA DESIGN, LLC)
HEAVY-DUTY ASPHALT PAVEMENT
(TRAVEL LANES)
STANDARD DUTY CONCRETE PAVEMENT
(APRON AT SERVICE BAYS)
2.0" TYPE-1 SURFACE*
6.0" CABC***
STANDARD DUTY ASPHALT PAVEMENT
(PARKING SPACES)
COMPACTED SUBGRADE
1.5" TYPE-1 BINDER**
8.0" CABC***
COMPACTED SUBGRADE
1.5" TYPE-1 SURFACE*
5.0" (MIN.) 4000 PSI CONCRETE
12.0" CABC***
COMPACTED SUBGRADE
HEAVY-DUTY CONCRETE PAVEMENT
(DUMPSTER PAD AND APRON)
7.0" (MIN.) 4000 PSI CONCRETE
12.0" CABC***
COMPACTED SUBGRADE
*TYPE I-C ASPHALT CEMENT SURFACE COURSE – SECTION 403, PAGE 302 OF SCDOT STANDARD
SPECIFICATIONS.
**ASPHALT CEMENT BINDER COURSE WILL COMPLY WITH SCDOT STANDARD SPECIFICATIONS.
***AGGREGATE BASE COURSE WILL BE CRUSHED AND GRADED LIMESTONE MEETING SCDOT
SPECIFICATIONS.
16.17'
28'
A
PLAN
A
REFER TO GEOTECH REPORT BY MULA DESIGN, LLC
DATED OCTOBER 21, 2020, AND OWNERS SPECIFICATIONS
1/8" TO 1/4"
1/2"
5"
JOINT SEALER 1/8" RAD (TYP)
JOINT FILLER
4" GRAVEL
SURFACE OF CONC.
NOTES:
· A CONSTRUCTION JOINT 1" DEEP W/ 1/8" RADIUS SHALL BE REQUIRED IN THE CONC.
SIDEWALK AT 5' INTERVALS OR AS CALLED OUT ON PLANS. ONE 1/2" EXPANSION JOINT
WILL BE REQUIRED AT 50' INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE
THE SIDEWALK JOINS ANY RIGID STRUCTURE.
· FINISHED SURFACE OF SIDEWALK TO BE BROOM FINISHED, PERPENDICULAR TO TRAFFIC
FLOW.
MN. 3,000 PSI
CLASS "A" CONCRETE
BOTTOM
76"
MAXIMUM
$250
PENALTY
G.S. 20-37.6
PARKING
RESERVED
WHITE BACKGROUND
ACCESSIBLE
VAN
R7-8E
12"
MAXIMUM
$250
PENALTY
G.S. 20-37.6
PARKING
RESERVED
26"
ARROW IS GREEN
WHITE BACKGROUND
3/8"
CORNER RADIUS
1 1/2" (TYPICAL)
VAN
ACCESSIBLE
LETTERS, BORDER AND
NUMBERS ARE GREEN
ALL TEXT & LINES
ARE GREEN
WHITE SYMBOL ON
BLUE FIELD
OF SIGN
7.
0
'
(TYPICAL)
6"
LC
6.5'
2.5'R
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCOMPANIED BY "VAN" LETTERING
3/8"
PAINT OSHA YELLOW
2'-6"
6"
2'-0"
4'-0"
6" DIA. GALVANIZED
SCHEDULE 40 STEEL PIPE
FILLED WITH CONCRETE
ROUND CONCRETE TOP
OF PIPE SMOOTH
PAINT CONCRETE BLACK
AFTER CURING AT
ASPHALT LOCATIONS
FINISHED
GRADE
WHERE GUARDPOST
OCCURS ABOVE
FOOTING, START PIPE
AT TOP OF FOOTING
ENCASE IN
CONCRETE
(TYPICAL)
6"1'-6"
2'
MIN. 3,000 PSI
CLASS "A" CONCRETE
3"
1'
3" RAD
CONTROL JOINTS
SHALL BE PLACED
AT 10' INTERVALS
EXPANSION JOINTS
SHALL BE PLACED
AT 30' INTERVALS
COMPACTED
SUBGRADE
AGGREGATE
BASE COURSE
7"6"
6"
1/2" RAD
1/8" RAD
5"
SPILL
12"
3" CLEAR
1
4
MIN.
JOINT
CONSTRUCTION
4 - #5 CONT
#4 @ 2' O/C
8"
M
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.
STONE BASEMIN
8"
16"
BINDER COURSE
SURFACE COURSE
CA
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9"
6'-0"
2-#3 REBARS
2"
#6 @ 2'-6" LONG
SEAL HOLE
W/ MORTAR
9"
2"
1/4"1/4"
5"
2"
3"
6"
6"
2-1"Ø
H
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S
4-1
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2
"
SECTION
2-7/8"
2-1/8"
STOP
R1-130"
10"
10"
10"
30"
0.75"
5"
12.5"12.5"STOP
1'-6"
5' MIN.
(7' MIN. WHEN
ADJACENT TO
SIDEWALK)
MUTCD R1-1
30" X 30"
GALVANIZED STEEL
CHANNEL (TYP.)
FINISHED
GRADE
WHITE (RETROREFLECTIVE)
BACKGROUND
RED (RETROREFLECTIVE)
BACKGROUND
NOTES:
1.INSTALL QUANTITY AND AT LOCATIONS REQUIRED BY
CODE AND/OR AS INDICATED ON SITE PLAN.
2.ALL SIGNS SHOWN SHALL CONFORM TO N.C. MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
3.ALL SIGNS SHOWN SHALL BE REFLECTORIZED TO SHOW
THE SAME COLOR BY NIGHT AS BY DAY.
4.ALL SIGNS SHALL BE SECURELY MOUNTED ON
GALVANIZED STEEL CHANNEL POSTS.
5.ALL STOP SIGNS TO BE LOCATED WHERE THEY WILL NOT
IMPACT PEDESTRIAN WALKWAYS. REFER TO SITE PLAN.
12
.
6
6
'
NOTES:
1. COMPACT SUBGRADE BENEATH FOOTINGS PER SPECIFICATIONS.
2. REFER TO ARCHITECTURAL DETAIL SHEET FOR WALL HEIGHT.
3. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL MATERIAL
& FOOTING DETAILS.
10
.
6
7
'
14
.
6
7
'
BOLLARDS (2)
(SEE DETAIL
THIS SHEET)
SEE ARCHITECTURAL EXTERIOR
DETAILS SHEET FOR GATE,
DUMPSTER ENCLOSURE
ELEVATIONS AND MATERIAL DETAILS.
HEAVY DUTY
CONCRETE PAVEMENT
(SEE TYP. SECTION
THIS SHEET)
14
.
6
7
'
1.
0
0
'
EXISTING ASPHALT PAVEMENT
EXISTING CABC (CRUSHED
AGGREGATE BASE COURSE)
JOIN NEW BASE
TO EXISTING BASE NEW BASE AS
SPECIFIED IN
PAVEMENT
SECTION
NEW ASPHALT PAVEMENT
WITH MIN. 2' OVERLAP ACROSS
JOINT OF NEW & OLD BASE
REMOVE ASPHALT & LEAVE BASE
AS LONG AS MIN. 2" OF NEW
ASPHALT CAN BE PROVIDEDMAKE CLEAN, VERTICAL
CUT 2' BEYOND EDGE OF
PROPOSED PAVEMENT
SECTION
WEDGE ASPHALT AS NEEDED AT
2' OVERLAP TO PROVIDE
UNIFORM FINISHED SURFACE
WITH POSITIVE DRAINAGE
EXTEND COMPACTED
SUBGRADE FOR NEW
PAVEMENT
EXISTING COMPACTED SUBGRADE
7.0" (MIN.) 4000 PSI CONCRETE
12.0" CABC***
COMPACTED SUBGRADE
SECTION A-A
CONCRETE
CURB &
GUTTER
B
A
A
B
6"
6"
7"
6"
7"
SECTION B-B
SECTION A-A
3'-0"
PLAN
EXTEND RIPRAP
6" BEYOND CURB
6"
NOSE DOWN
CURB @ 1:1
RIP RAP PLUNGE POOL
(SEE DETAIL SHEET D-6)
SIZE PER PLANS
3'-0"3'-0" (TYP.) SEE
PLAN FOR
ACTUAL RADII
RADIUS TO MATCH
ADJACENT CURB
2'
12.00'
31.30'
19.30'
24" CURB
24" C&G
2'-0"
6"
4"
7 1
2 "
ASPHALT PAVING
(SEE SITE DETAILS)
UNCOMPACTED SUBGRADE
30 MIL HDPE GEOMEMBRANCE
LINER (AS REQUESTER)
6" PERFORATED SCH 40 PVC
PIPE (PERFORATIONS
ANGLED DOWN)
SUBGRADE TO SLOPE AT
0.5% MIN TO UNDERDRAIN
8" MIN THICK
AGGREGATE SUB BASE
NO. 2 WASHED STONE
4" MIN THICK AGGREGATE
BASE NO 57 WASHED STONE
2" THICK BEDDING LAYER
NO. 8 WASHED STONE
PERMEABLE INTERLOCKING PAVERS
CONCRETE EDGE RESTRAINT
(FLUSH WITH TOP OF PAVERS
AND ASPHALT)
3 18"
NOTE:
1.IN SOIL GROUP B, C, AND D, THE SURFACE OF THE SUBGRADE SHALL BE SCARIFIED,
RIPPED OR TRENCHED IMMEDIATELY PRIOR TO AGGREGATE SUBBASE PLACEMENT IN
ORDER TO MAINTAIN PRE-CONSTRUCTION INFILTRATION RATES.
2.GEOTECHNICAL ENGINEER TO DETERMINE IF A GEOMEMBRANE LINER IS REQUIRED,
THE LINER SHALL BE INSTALL IN ACCORDANCE WITH ASTM 6497.
3.OPEN VOID FILL MEDIA SHALL BE NO. 8, NO 9, OR 89 WASHED STONE.
4.ALL AGGREGATE SIZED ACCORDING TO ASTM C136.
STANDARD 24" OR 36" CURB & GUTTER
(SEE SITE PLAN AND DETAILS)
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IV
29
MC
43
IL
25
IN
40
BUFFER
SHRUBS BUFFER
SHRUBS
BUFFER
SHRUBS
BUFFER
SHRUBS
IL-2
35BUFFER
SHRUBS
IV-2
35BUFFER
SHRUBS
OVERHEAD LINES
WATER LINE
GAS LINE
PC
7 BUFFER
TREES
PT
14 BUFFER
SHRUBS
QF
10 PARKING
LOT
TREES
IVN
68PARKING LOT SCREENING
SHRUBS
IVN
35 FOUNDATION
PLANTING
VI
5 FOUNDATION
PLANTING
FG
21 FOUNDATION
PLANTING
CA
17 FOUNDATION
PLANTING
VI
3 FOUNDATION
PLANTING
FG
10 FOUNDATION
PLANTING
IVN
3 FOUNDATION
PLANTING
CA
12 FOUNDATION
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MG
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IV
39BUFFER
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IL
34BUFFER
SHRUBS
IN
13BUFFER
SHRUBS
MC
10BUFFER
SHRUBS
AR
2 SITE
TREES
NOTE: THE STORMWATER POND
IS STILL IN DESIGN. A PLANTING
PLAN FOR THE WET POND WILL BE
PROVIDED WHEN THE DESIGN IS
FINALIZED.
STEEL EDGING BETWEEN
TURF AND SHRUBS (TYP.)
MULCHES
STEEL EDGING AND MULCH
AREA, 3' DIA., AROUND
TREES IN TURF (TYP.)
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK
LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER
LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND
SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES
TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO
CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT
SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED
(SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL
GRADING AND PLANTING NOTES" AND SPECIFICATIONS).
GENERAL GRADING AND PLANTING NOTES
1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS
READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.
2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN).
3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL
SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE
AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND
PLANTING BED PREPARATION.
b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS
RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM
STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL
PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL.
c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING
INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST,
PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.
d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,
AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER
MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT
APPROXIMATELY 18" AWAY FROM THE WALKS.
e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,
AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO
MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.
f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE
NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR
DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING
AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.).
a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON
LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN
AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR
GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.
b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE
ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT IN WRITING (VIA PROPER CHANNELS).
c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE
PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO
INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS FOR SUBMITTALS.
5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE
OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND
FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.
6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
LANDSCAPE CALCULATIONS
ZONING:(CZD) COMMUNITY BUSINESS, CB
ADJACENT ZONING TO SOUTH:R-15
TOTAL DISTURBED AREA:57,107 SF (1.31 ACRES)
TOTAL TREES REQUIRED:20 TREES (15 PER ACRE OF DISTURBED AREA)
TREES PROVIDED:20 TREES
MITIGATION TREES REQUIRED:NO MITIGATION TREE PLANTING REQUIRED (SEE SHEET TD-1 FOR CALCULATIONS)
SOUTH BUFFER (WEST PORTION), TYPE A OPAQUE OPTION 1
LENGTH OF PROPERTY LINE:307 LF
VEGETATION:6' MIN. HT.; 100% OPACITY WITHIN ONE YEAR, MIN. 3 ROWS OF PLANTED MATERIALS
NOTE: WE HAVE SHOWN BREAKS IN THE SHRUBS TO ALLOW SPACE FOR EXISTING TREES. IF IN THE FIELD IT PROVES THAT THE
EXISTING VEGETATION CAN CONTRIBUTE TO 100% OPACITY, THE CONTRACTOR IS TO MODIFY THE LAYOUT OF THE SHRUBS TO ALLOW
EXISTING UNDERSTORY PLANTING TO REMAIN.
SOUTH BUFFER EAST PORTION), TYPE A OPAQUE OPTION 3
LENGTH OF PROPERTY LINE:176 LF
VEGETATION:3' MIN. HT., 50% OPACITY AT PLANTING,
FENCE:SOLID
STREET BUFFER YARD, JASMINE COVE WAY, VEGETATIVE 3, 18 WIDE TAPERING TO 10' WIDE
LENGTH OF PROPERTY LINE:499 LF (NOT INCLUDING WIDTH OF ACCESS DRIVE)
50% OPACITY WITHIN 1 YEAR, 3 ROWS:
SHRUBS REQUIRED:PROVIDED
NOTE: THE AGREEMENT TO CONDITIONS STATES THAT THIS BUFFER SHOULD BE VEGETATIVE3, BUT WE WERE UNABLE TO IDENTIFY A
BUFFER TYPE BY THAT NAME IN THE ORDINANCE. THE REQUIREMENTS SHOWN ARE DRAWN FROM THE TYPE B, OPTION 1 BUFFER TYPE.
STREET BUFFER YARD, COLLEGE ROAD
LENGTH OF PROPERTY LINE:231 LF
BUFFER AREA REQUIRED:4,158 SF (18 SF PER LF)
UNDERSTORY TREES REQUIRED:7 UNDERSTORY TREES (3 PER 600 SF)
UNDERSTORY TREES PROVIDED:7 UNDERSTORY TREES
SHRUBS REQUIRED:14 SHRUBS (6 PER 600 SF, 12" HT. MIN.)
SHRUBS PROVIDED:14 SHRUBS
SCREENING OF DUMPSTER ENCLOSURE
REQUIRED, AT LEAST 8' HT.:WALL PROVIDED
PARKING LOT LANDSCAPING
VEHICULAR USE AREA (VUA):17,887 SF
LANDSCAPE AREA REQUIRED:1,431 SF (8% OF VUA)
LANDSCAPE AREA PROVIDED:1,771 SF
NO PKG SPACE MORE THAN 120' FROM AN ISLAND:PROVIDED
TREES REQUIRED IN PARKING AREAS:10 TREES (1 PER 144 SF OF REQUIRED LANDSCAPE AREA WITH MIN. 1 PER ISLAND)
TREES PROVIDED IN PARKING AREAS:10 TREES
PARKING LOT SCREENING ALONG COLLEGE RD.
LENGTH OF FRONTAGE:231 LF
SHRUBS REQUIRED, MIN. 3' HT.:PROVIDED
FOUNDATION LANDSCAPING
LENGTH OF BUILDING FACADE ALONG VUA:334 LF
LANDSCAPE AREA REQUIRED:40 LF (12% OF LENGTH OF BUILDING FACADE ALONG VUA)
Scale 1" = 20'
10'40'20'0'
NOTE: PRINTED DRAWING SIZE
MAY HAVE CHANGED FROM
ORIGINAL. VERIFY SCALE USING
BAR SCALE ABOVE.
NORTH
PLANT SCHEDULE
SYMBOL KEY QTY BOTANICAL NAME COMMON NAME SIZE SPACING NOTES
TREES
AR 2 ACER RUBRUM 'FRANKSRED'RED SUNSET MAPLE MIN. 3" CAL. & 10' HT.PER PLAN
MG 1 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA MIN. 2" CAL.PER PLAN
PC 7 PRUNUS CAROLINIANA CAROLINA CHERRY
LAUREL
MIN. 2" CAL.PER PLAN
QF 10 QUERCUS FALCATA SOUTHERN RED OAK MIN. 2" CAL.PER PLAN
SHRUBS
CA 29 CLETHRA ALNIFOLIA 'RUBY SPICE'RUBY SPICE SWEET
PEPPERBUSH
MIN. 12" HT.3' O.C.
FG 31 FOTHERGILLA GARDENII DWARF FOTHERGILLA MIN. 12" HT.3' O.C.
IL 59 ILLICIUM ANISATUM JAPANESE ANISE-TREE MIN. 6' HT.5' O.C.
IL-2 35 ILLICIUM ANISATUM JAPANESE ANISE-TREE MIN. 3' HT.5' O.C.
IN 53 ILEX X 'NELLIE R. STEVENS'NELLIE R STEVENS HOLLY MIN. 6' HT.6' O.C.
IV 68 ILEX VOMITORIA YAUPON HOLLY MIN. 6' HT.5' O.C.BRANCHED TO
GROUND
IV-2 35 ILEX VOMITORIA YAUPON HOLLY MIN. 3' HT.5' O.C.BRANCHED TO
GROUND
IVN 108 ILEX VOMITORIA 'NANA'DWARF YAUPON HOLLY MIN. 3' HT.3' O.C.
MC 53 MYRICA CERIFERA SOUTHERN WAX MYRTLE MIN. 6' HT.5' O.C.
PT 14 PITTOSPORUM TOBIRA JAPANESE PITTOSPORUM MIN. 12" HT.PER PLAN
VI 8 VIBURNUM DENTATUM ARROWWOOD MIN 12" HT.6' O.C.
GROUNDCOVER
17,607
SF
SOD: TIFWAY 419 BERMUDA GRASS SOD
LP-1
LANDSCAPE
PLANTING PLAN
LC/RM
LC
11/15/2023Date
Drawn By
Checked By
Project Number
45
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11/13/2023
Date Comment
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(800) 680-6630
4509 Creedmoor Rd., Ste 201
Raleigh, NC 27612
www.EvergreenDesignGroup.com
of north carolina, pllc
EVERGREEN
D E S I G N G R O U P
X
N O R T H CARO
L
I
N
A
X
L
I
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A J . C U T S H A WRE
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ERED L A N DSCAP
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A
R
CHITECT
LP-2
LANDSCAPE
SPECIFICATIONS
&DETAILS
IRRIGATION CONCEPT
1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF
FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND
QUALIFIED IRRIGATION CONTRACTOR.
2.THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE
APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF
THE POTABLE SOURCE.
3.ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS
SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE.
4.ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE
DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT
HYDROZONE.
5.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT
POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS:
MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER
POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS
FEATURING SENSORY INPUT CAPABILITIES.
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL
NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF
PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT"
24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY
ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S
RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE
CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY
ENCIRCLE THE ROOTBALL.
ROOT BARRIERS
PLANT SPACING
SCALE: NTSC
4
X
2X
3
2
1
5
6
7
4
1
2
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND PERENNIAL PLANTING
SCALE: NTSB
8 WEED FABRIC UNDER MULCH.
8
PLANTING SPECIFICATIONS
FINISH GRADE.4
4
3
2
1
NOTES:
1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
MULCH, TYPE AND DEPTH PER PLANS.3
TAPERED STEEL STAKES.2
ROLLED-TOP STEEL EDGING PER PLANS.1
D SCALE: NOT TO SCALE
STEEL EDGING
TURF (WHERE SHOWN ON PLAN).4
PLANT.3
MULCH LAYER.2
CURB.1
1 432
OF MATURE CANOPY
24" MIN. TO EDGE
DISTANCE PER PLAN
E SCALE: NOT TO SCALE
PLANTING AT PARKING AREA
TREE PLANTING
SCALE: NOT TO SCALEA
PLANT CENTER (TYP.)
EQ
U
A
L
E
Q
U
A
L
EQ
U
A
L
EDGE OF PLANTING AREA
EQUAL
NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS
INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS.
1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:
TOTAL AREA / AREA DIVIDER = TOTAL PLANTS
PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER
6"0.22 18"1.95
8"0.39 24"3.46
10"0.60 30"5.41
12"0.87 36"7.79
15"1.35
2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH
THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION
EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER
STEP 1: 100 SF/1.95 = 51 PLANTS
STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT
COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 2"-4" ABOVE FINISH GRADE.
3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE
PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,
TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH
BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.
4.REMOVE ALL NURSERY STAKES AFTER PLANTING.
5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE.
6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
IN WIND.
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES
AND LARGER). SECURE TIES OR STRAPS TO TRUNK
JUST ABOVE LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
ROOT BARRIER - PLAN VIEW
SCALE: NOT TO SCALEF
GENERAL
A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM
SPECIALIZING IN LANDSCAPE PLANTING.
2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE
REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.
3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE
APPROPRIATE LOCAL JURISDICTION.
B.SCOPE OF WORK
1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS,
LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR
THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN
ON THE LANDSCAPE PLANS, NOTES, AND DETAILS.
2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND
REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL
INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY,
TRANSPORTATION AND INSTALLATION OF MATERIALS.
3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES
(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF
ANY WORK.
PRODUCTS
A.ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY
BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS
SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A
SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES
SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR
CLIMACTIC CONDITIONS.
2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE
FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS
J-SHAPED ROOTS).
3.TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED
ON THE PLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE.
4.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE
IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE
TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY,
EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND
OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
5.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL
LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS
AFTER PLANTING.
6.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES
ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE
INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.
7.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF
THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED
AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS.
8.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT
THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM
HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE
ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
D.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER,
PLANTS, ROOTS, AND SEEDS.
E.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8;
MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE;
SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS
AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE
USED.
F.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER
NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A
QUALIFIED SOIL-TESTING AGENCY (SEE BELOW).
G.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A
TOP DRESSING OF TREES AND SHRUBS.
H.TREE STAKING AND GUYING
1.STAKES: 6' LONG GREEN METAL T-POSTS.
2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH
DIAMETER.
3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH
GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE.
I.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK
GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
J.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED
FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES
SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
METHODS
A.SOIL PREPARATION
1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL
LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.
2.SOIL TESTING:
a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES
FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING
LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE
QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE
LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE
SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING.
b.THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE
FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT,
SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT.
c.THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG
WITH THE SOIL SAMPLES.
d.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR
THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX
RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE
SEED, AS WELL AS PRE-PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY
OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR
THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.
3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT
RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER
INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.
4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF
ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000
S.F.
iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP
8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii.12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.
iii."CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
iv.IRON SULPHATE - 2 LBS. PER CU. YD.
5.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE
FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH
GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS
FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.
b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT
AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE
AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE
SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING
SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING
POTENTIAL.
c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL
WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL
AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH
GRADES TO BE ESTABLISHED.
d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND
OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT
FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE
TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY
FROM THE WALKS.
e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND
OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH
SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON
THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.
f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS,
GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE
CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE
ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
TYPICAL CURB AND GUTTER
TYPICAL PLANTING AREA
LINEAR ROOT BARRIER MATERIAL. SEE
PLANTING NOTES FOR TYPE AND
MANUFACTURER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
TREE CANOPY
TREE TRUNK
TYPICAL WALKWAY OR PAVING1
2
3
4
5
6
1
4
2
3
5
6
5'
5'
5'
5'
OPEN LANDSCAPE
TO 10'
PARKWAY
OR ISLAND
NOTES:
1)INSTALL ROOT BARRIERS NEAR ALL
NEWLY-PLANTED TREES THAT ARE LOCATED
WITHIN FIVE (5) FEET OF PAVING OR CURBS.
2)BARRIERS SHALL BE LOCATED IMMEDIATELY
ADJACENT TO HARDSCAPE. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR
USE ROOT BARRIERS OF A TYPE THAT
COMPLETELY ENCIRCLE THE ROOTBALL.
B.SUBMITTALS
1.THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE
ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES.
2.SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE,
PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION
RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND
TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE
APPROPRIATE).
3.SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH
AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY).
4.WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE
ITEM BEING CONSIDERED.
C.GENERAL PLANTING
1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES
AT THE MANUFACTURER'S RECOMMENDED RATE.
3.TRENCHING NEAR EXISTING TREES:
a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL
ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND
PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS
DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS
EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE
GRADE AT THE TRUNK).
b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE
EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE
TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER
SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST.
CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.
d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY.
DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.
D.TREE PLANTING
1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE
ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE.
REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT
DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE
ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS
OUT FROM THE ROOTBALL.
4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO
FOUR INCHES ABOVE THE SURROUNDING GRADE.
5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1"
DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD
ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR
IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED
TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL.
6.TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES)
REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF
TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE
CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR
SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL
ADHERE TO THE FOLLOWING GUIDELINES:
a.1"-2" TREES TWO STAKES PER TREE
b.2-1/2"-4" TREES THREE STAKES PER TREE
c.TREES OVER 4" CALIPER GUY AS NEEDED
d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS
NEEDED TO STABILIZE THE TREE
7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE.
COVER THE INTERIOR OF THE TREE RING WITH MULCH (TYPE AND DEPTH PER PLANS).
E.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL
THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST
RECOMMENDATIONS.
2.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING
BEDS, COVERING THE ENTIRE PLANTING AREA.
F.SODDING
1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD
STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL
UNDERNEATH.
5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT
LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.
G.MULCH
1.INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND
TREE RINGS.
2.DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES,
EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND
CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH
COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
H.CLEAN UP
1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS
IN A NEAT, ORDERLY CONDITION.
2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
I.INSPECTION AND ACCEPTANCE
1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN,
FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR
SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE
LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S
SATISFACTION WITHIN 24 HOURS.
3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS
BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN
NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
J.LANDSCAPE MAINTENANCE
1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN
ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE
OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING
ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT
HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, TREATING FOR INSECTS AND
DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE
TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS.
THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING
ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION.
2. SHOULD SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,
HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER.
3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING
CONDITIONS MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR
SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND
REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2
INCHES BEFORE FIRST MOWING. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE
RESODDED PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
K.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, AND
IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL
ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN
EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR
REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE
CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH
CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.
L.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A
RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE
DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
LC/RM
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11/15/2023Date
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Project Number
45
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Date Comment
Pr
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(800) 680-6630
4509 Creedmoor Rd., Ste 201
Raleigh, NC 27612
www.EvergreenDesignGroup.com
of north carolina, pllc
EVERGREEN
D E S I G N G R O U P
X
N O R T H CARO
L
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N
A
X
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A J . C U T S H A WRE
G
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ERED L A N DSCAP
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CHITECT
W
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UF
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UF
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UF
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OH
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OH
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OH
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OH
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E
OH
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OH
E
OH
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OH
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OH
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OHE
OHE
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OHE
OHE
OHE
OHE
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OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
JASM
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OH
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UF
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UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
UF
O
P
P
P
P
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PPPP
G
G
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G
G
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W W W
SS SS SS
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LD/SF/TP
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T68
T69
T70
T53
T51
T52
T50 T49
T55
T56
T57
T88
T87
T59
T67
T60
T45
T47
T46
T44
T48
T54
T35
T36
T41
T42
T43
T40
T39
T37
T38
T32T33T34 T30 T29
T24
T26
T85 T81
T83
T84
T22
T23
T28
T19
T20
T17
T18
T80 T79
T78
T86
T76T77
T14
T15
T16
T74
T75
T71
T72
T73
T13
T12
T8
T9
T10
T6
T7
T2
T4
T3
T5
T1
T66
T65
T64
T63
T61T62
T58
T25
T31
Scale 1" = 20'
10'40'20'0'
NOTE: PRINTED DRAWING SIZE
MAY HAVE CHANGED FROM
ORIGINAL. VERIFY SCALE USING
BAR SCALE ABOVE.
NORTH
TD-1
TREE DISPOSITION
PLAN
LC/RM
LC
11/15/2023Date
Drawn By
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Project Number
45
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11/13/2023
Date Comment
Pr
o
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c
t
N
a
m
e
(800) 680-6630
4509 Creedmoor Rd., Ste 201
Raleigh, NC 27612
www.EvergreenDesignGroup.com
of north carolina, pllc
EVERGREEN
D E S I G N G R O U P
X
N O R T H CARO
L
I
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A J . C U T S H A WRE
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A
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INDICATES TREE NUMBERTx
LEGEND
EXISTING TREES TO BE
PROTECTED IN PLACE
TREE PROTECTION FENCE
INDICATES TREE NUMBERTx
EXISTING TREE TO BE
REMOVED
NOTE: TREE PROTECTION FOR ANY PRESERVED OR
RELOCATED TREES MUST BE PROVIDED PER DETAILS AND
SPECIFICATIONS ON SHEET TD-2. THESE MUST BE UP PRIOR
TO THE COMMENCEMENT OF ANY WORK AND MAINTAINED
THROUGHOUT CONSTRUCTION.
NOTE: ALL TREE TRIMMING MUST BE APPROVED BY THE
OWNER AND LOCAL JURISDICTION PRIOR TO
COMMENCEMENT OF WORK. ALL TREE TRIMMING MUST BE
DONE BY AN ISA CERTIFIED ARBORIST IN ACCORDANCE WITH
LOCAL TREE PRESERVATION ORDINANCE.
TD-2
TREE DISPOSITION
SPECIFICATIONS
&DETAILS
LC/RM
LC
11/15/2023Date
Drawn By
Checked By
Project Number
45
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11/13/2023
Date Comment
Pr
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c
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N
a
m
e
(800) 680-6630
4509 Creedmoor Rd., Ste 201
Raleigh, NC 27612
www.EvergreenDesignGroup.com
of north carolina, pllc
EVERGREEN
D E S I G N G R O U P
X
N O R T H CARO
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A J . C U T S H A WRE
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A
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TUNNEL TO MINIMIZE ROOT DAMAGE (TOP) AS OPPOSED TO SURFACE-DUG
TRENCHES IN ROOT PROTECTION ZONE WHEN THE 5' MINIMUM DISTANCE
FROM TRUNK CAN NOT BE ACHIEVED.
TREES THAT ARE MARKED TO BE PRESERVED ON A SITE PLAN AND FOR WHICH
UTILITIES MUST PASS TROUGH THEIR ROOT PROTECTION ZONES MAY REQUIRE
TUNNELING AS OPPOSED TO OPEN TRENCHES. THE DECISION TO TUNNEL WILL BE
DETERMINED ON A CASE BY CASE BASIS BY THE ENGINEER.
TUNNELS SHALL BE DUG THROUGH THE ROOT PROTECTION ZONE IN ORDER TO
MINIMIZE ROOT DAMAGE.
(RPZ)
ROOT PROTECTION ZONE
IF BARE DIRT
8" MULCH OUTSIDE RPZ
ESTABLISH FENCE PROTECTION
MINIMUM 5' FROM TRUNK
6" MULCH INSIDE RPZ
DRIP LINE
OPEN TRENCHING MAY BE USED IF EXPOSED TREE ROOTS DO NOT
EXCEED 3" OR ROOTS CAN BE BENT BACK.
ROOT PROTECTION
ZONE (RPZ)
PROPERTY LINE
TREE
TRUNK
STR
E
E
T
5'
CURB
NOTES:
1.THE FENCING LOCATION SHOWN ABOVE IS
DIAGRAMATIC ONLY AND WILL CONFORM TO THE
DRIP LINE AND BE LIMITED TO PROJECT
BOUNDARY. WHERE MULTIPLE ADJACENT TREES
WILL BE ENCLOSED BY FENCING, THE FENCING
SHALL BE CONTINUOUS AROUND ALL TREES.
2.FOR ACCEPTABLE FENCING MATERIALS SEE
SPECIFICATIONS.
AND UNDER DRIP LINE AS MINIMAL
PROTECTION FOR ROOTS FROM
CONSTRUCTION ACTIVITIES
NOTES:
1.OPTION USED FOR TIGHT CONSTRUCTION
AREAS OR WHEN CONSTRUCTION
OCCURS IN ROOT PROTECTION ZONE.
2.FOR ACCEPTABLE FENCING MATERIALS
SEE SPECIFICATIONS.
12" MIN & 48" MAX DEPTH
TREE PROTECTION FENCE
SCALE: NOT TO SCALEA
B SCALE: NOT TO SCALE
TREE PROTECTION FENCE - TIGHT CONSTRUCTION
BORING THROUGH ROOT PROTECTION ZONE
SCALE: NOT TO SCALEC
ROOT PROTECTION ZONE (RPZ)
MULCH INSIDE RPZ
PROTECTION FENCE
(SEE SPECS)
MATERIALS
1.FABRIC: 4 FOOT HIGH ORANGE PLASTIC FENCING AS SHOWN ON THE
PLANS AND SHALL BE WOVEN WITH 2 INCH MESH OPENINGS SUCH THAT IN
A VERTICAL DIMENSION OF 23 INCHES ALONG THE DIAGONALS OF THE
OPENINGS THERE SHALL BE AT LEAST 7 MESHES.
2.POSTS: POSTS SHALL BE A MINIMUM OF 72 INCHES LONG AND STEEL 'T'
SHAPED WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAR FOOT.
3.TIE WIRE: WIRE FOR ATTACHING THE FABRIC TO THE T-POSTS SHALL BE
NOT LESS THAN NO. 12 GAUGE GALVANIZED WIRE.
4.USED MATERIALS: PREVIOUSLY-USED MATERIALS, MEETING THE ABOVE
REQUIREMENTS AND WHEN APPROVED BY THE OWNER, MAY BE USED.
CONSTRUCTION METHODS
1.ALL TREES AND SHRUBS SHOWN TO REMAIN WITHIN THE PROXIMITY OF
THE CONSTRUCTION SITE SHALL BE PROTECTED PRIOR TO BEGINNING
ANY DEVELOPMENT ACTIVITY.
2.EMPLOY THE SERVICES OF AN ISA (INTERNATIONAL SOCIETY OF
ARBORICULTURE) CERTIFIED ARBORIST AND OBTAIN ALL REQUIRED
PERMITS TO PRUNE THE EXISTING TREES FOR CLEANING, RAISING AND
THINNING, AS MAY BE REQUIRED.
3.PROTECTIVE FENCING SHALL BE ERECTED OUTSIDE THE CRITICAL ROOT
ZONE (CRZ, EQUAL TO 1' FROM THE TRUNK FOR EVERY 1" OF DBH) AT
LOCATIONS SHOWN IN THE PLANS OR AS DIRECTED BY THE LANDSCAPE
CONSULTANT AND/OR CITY ARBORIST, AND IN ACCORDANCE WITH THE
DETAILS SHOWN ON THE PLANS. FENCING SHALL BE MAINTAINED AND
REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION. TREES IN
CLOSE PROXIMITY SHALL BE FENCED TOGETHER, RATHER THAN
INDIVIDUALLY.
4.PROTECTIVE FENCE LOCATIONS IN CLOSE PROXIMITY TO STREET
INTERSECTIONS OR DRIVES SHALL ADHERE TO THE APPLICABLE
JURISDICTION'S SIGHT DISTANCE CRITERIA.
5.THE PROTECTIVE FENCING SHALL BE ERECTED BEFORE SITE WORK
COMMENCES AND SHALL REMAIN IN PLACE DURING THE ENTIRE
CONSTRUCTION PHASE.
6.THE INSTALLATION POSTS SHALL BE PLACED EVERY 6 FEET ON CENTER
AND EMBEDDED TO 18 INCHES DEEP. MESH FABRIC SHALL BE ATTACHED
TO THE INSTALLATION POSTS BY THE USE OF SUFFICIENT WIRE TIES TO
SECURELY FASTEN THE FABRIC TO THE T-POSTS TO HOLD THE FABRIC IN A
STABLE AND UPRIGHT POSITION.
7.WITHIN THE CRZ:
a.DO NOT CLEAR, FILL OR GRADE IN THE CRZ OF ANY TREE.
b.DO NOT STORE, STOCKPILE OR DUMP ANY JOB MATERIAL, SOIL OR
RUBBISH UNDER THE SPREAD OF THE TREE BRANCHES.
c.DO NOT PARK OR STORE ANY EQUIPMENT OR SUPPLIES UNDER THE
TREE CANOPY.
d.DO NOT SET UP ANY CONSTRUCTION OPERATIONS UNDER THE TREE
CANOPY (SUCH AS PIPE CUTTING AND THREADING, MORTAR MIXING,
PAINTING OR LUMBER CUTTING).
e.DO NOT NAIL OR ATTACH TEMPORARY SIGNS METERS, SWITCHES,
WIRES, BRACING OR ANY OTHER ITEM TO THE TREES.
f.DO NOT PERMIT RUNOFF FROM WASTE MATERIALS INCLUDING
SOLVENTS, CONCRETE WASHOUTS, ASPHALT TACK COATS (MC-30 OIL),
ETC. TO ENTER THE CRZ. BARRIERS ARE TO BE PROVIDED TO
PREVENT SUCH RUNOFF SUBSTANCES FROM ENTERING THE CRZ
WHENEVER POSSIBLE, INCLUDING IN AN AREA WHERE RAIN OR
SURFACE WATER COULD CARRY SUCH MATERIALS TO THE ROOT
SYSTEM OF THE TREE.
8.ROUTE UNDERGROUND UTILITIES TO AVOID THE CRZ. IF DIGGING IS
UNAVOIDABLE, BORE UNDER THE ROOTS, OR HAND DIG TO AVOID
SEVERING THEM.
9.WHERE EXCAVATION IN THE VICINITY OF TREES MUST OCCUR, SUCH AS
FOR IRRIGATION INSTALLATION, PROCEED WITH CAUTION, AND USING
HAND TOOLS ONLY.
10.THE CONTRACTOR SHALL NOT CUT ROOTS LARGER THAN ONE INCH IN
DIAMETER WHEN EXCAVATION OCCURS NEAR EXISTING TREES. ALL
ROOTS LARGER THAN ONE INCH IN DIAMETER ARE TO BE CUT CLEANLY.
FOR OAKS ONLY, ALL WOUNDS SHALL BE PAINTED WITH WOUND SEALER
WITHIN 30 MINUTES
11.REMOVE ALL TREES, SHRUBS OR BUSHES TO BE CLEARED FROM
PROTECTED ROOT ZONE AREAS BY HAND.
12.TREES DAMAGED OR KILLED DUE TO CONTRACTOR'S NEGLIGENCE DURING
CONSTRUCTION SHALL BE MITIGATED AT THE CONTRACTOR'S EXPENSE
AND TO THE PROJECT OWNER'S AND LOCAL JURISDICTION'S
SATISFACTION.
13.ANY TREE REMOVAL SHALL BE APPROVED BY THE OWNER AND LOCAL
JURISDICTION PRIOR TO ITS REMOVAL, AND THE CONTRACTOR SHALL
HAVE ALL REQUIRED PERMITS FOR SUCH ACTIVITIES.
14.COVER EXPOSED ROOTS AT THE END OF EACH DAY WITH SOIL, MULCH OR
WET BURLAP.
15.IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DUING
CONSTRUCTION AND WHERE HEAVY TRAFFIC IS ANTICIPATED, COVER THE
SOIL WITH EIGHT INCHES OF ORGANIC MULCH TO MINIMIZE SOIL
COMPACTION. THIS EIGHT INCH DEPTH OF MULCH SHALL BE MAINTAINED
THROUGHOUT CONSTRUCTION.
16.WATER ALL TREES IMPACTED BY CONSTRUCTION ACTIVITIES, DEEPLY
ONCE A WEEK DURING PERIODS OF HOT DRY WEATHER. SPRAY TREE
CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION
ON THE LEAVES.
17.WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE,
USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT
LEACHING OF LIME INTO THE SOIL.
18.CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TREE PROTECTION
FENCING WHEN ALL THREATS TO THE EXISTING TREES FROM
CONSTRUCTION-RELATED ACTIVITIES HAVE BEEN REMOVED.
D SCALE: NOT TO SCALE
ROOT PRUNING DETAIL
EXISTING GRADE
NOTES
1.RETENTION AREAS WILL BE SET AS PART OF THE REVIEW PROCESS AND
PRE-CONSTRUCTION MEETING.
2.BOUNDARIES OF RETENTION AREAS MUST BE STAKED AT THE PRE-CONSTRUCTION
MEETING AND FLAGGED PRIOR TO ROOT PRUNING.
3.EXACT LOCATION OF ROOT PRUNING SHALL BE DETERMINED IN THE FIELD IN
COORDINATION WITH THE FORESTRY INSPECTOR .
4.TRENCH SHOULD BE IMMEDIATELY BACKFILLED WITH EXCAVATED SOIL OR OTHER
ORGANIC SOIL AS SPECIFIED PER PLAN OR BY THE FORESTRY INSPECTOR.
5.ROOTS SHALL BE CLEANLY CUT USING VIBRATORY KNIFE OR OTHER ACCEPTABLE
EQUIPMENT. ROT PRUNING METHODS AND MEANS MUST BE IN ACCORDANCE WITH
ANSI STANDARD A3000.
6.ALL PRUNING MUST BE EXECUTED AT LOD SHOWN ON PLANS OR AS AUTHORIZED
IN WRITING BY THE FORESTRY INSPECTOR.
7.SUPPLEMENTAL WATERING MAY BE REQUIRED FOR ROOT PRUNED TREES
THROUGHOUT THE GROWING SEASON DURING CONSTRUCTION AND SUBSEQUENT
WARRANTY AND MAINTENANCE PERIOD.
ROOT PRUNE VIA AIRSPACE OR
TRENCH (6" WIDE MAX.) 24" MIN.
DEPTH OR AS DETERMINED AT
PRE-CONSTRUCTION MEETING.
TREE PROTECTION FENCE TO
BE ERECTED IN LINE WITH
ROOT PRUNING LIMITS. SEE
DETAILS AND SPECIFICATIONS
FOR TREE PROTECTION
FENCE REQUIREMENTS.
(A) PRIOR TO THE LAND CLEARING STAGE OF DEVELOPMENT, THE CONTRACTOR SHALL CLEARLY MARK ALL
PROTECTED TREES FOR WHICH A TREE REMOVAL PERMIT HAS NOT BEEN ISSUED AND SHALL ERECT BARRIERS
FOR THE PROTECTION OF THE TREES ACCORDING TO THE FOLLOWING:
(1) AROUND AN AREA AT OR GREATER THAN A SIX-FOOT RADIUS OF ALL SPECIES OF MANGROVES AND
PROTECTED CABBAGE PALMS;
(2) AROUND AN AREA AT OR GREATER THAN THE FULL DRIPLINE OF ALL PROTECTED NATIVE PINES;
(3) AROUND AN AREA AT OR GREATER THAN TWO-THIRDS OF THE DRIPLINE OF ALL OTHER PROTECTED
SPECIES.
(B) NO PERSON SHALL ATTACH ANY SIGN, NOTICE OR OTHER OBJECT TO ANY PROTECTED TREE OR FASTEN ANY
WIRES, CABLES, NAILS OR SCREWS TO ANY PROTECTED TREE IN ANY MANNER THAT COULD PROVE HARMFUL TO
THE PROTECTED TREE, EXCEPT AS NECESSARY IN CONJUNCTION WITH ACTIVITIES IN THE PUBLIC INTEREST.
(C) DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE CONTRACTOR SHALL NOT CAUSE OR PERMIT THE
CLEANING OF EQUIPMENT OR MATERIAL WITHIN THE OUTSIDE PERIMETER OF THE CROWN (DRIPLINE) OR ON THE
NEARBY GROUND OF ANY TREE OR GROUP OF TREES WHICH IS TO BE PRESERVED. WITHIN THE OUTSIDE
PERIMETER OF THE CROWN (DRIPLINE) OF ANY TREE OR ON NEARBY GROUND, THE CONTRACTOR SHALL NOT
CAUSE OR PERMIT STORAGE OF BUILDING MATERIAL AND/OR EQUIPMENT, OR DISPOSAL OF WASTE MATERIAL
SUCH AS PAINTS, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR ANY OTHER MATERIAL HARMFUL TO THE LIFE
OF THE TREE.
(D) NO PERSON SHALL PERMIT ANY UNNECESSARY FIRE OR BURNING WITHIN 30 FEET OF THE DRIPLINE OF A
PROTECTED TREE.
(E)ANY LANDSCAPING ACTIVITIES WITHIN THE BARRIER AREA SHALL BE ACCOMPLISHED WITH HAND LABOR.
(F) PRIOR TO ISSUING A CERTIFICATE OF OCCUPANCY OR COMPLIANCE FOR ANY DEVELOPMENT, BUILDING OR
STRUCTURE, ALL TREES DESIGNATED TO BE PRESERVED THAT WERE DESTROYED DURING CONSTRUCTION
SHALL BE REPLACED BY THE CONTRACTOR WITH TREES OF EQUIVALENT DIAMETER AT BREAST HEIGHT TREE
CALIPER AND OF THE SAME SPECIES AS SPECIFIED BY THE COUNTY ADMINISTRATOR, BEFORE OCCUPANCY OR
USE, UNLESS APPROVAL FOR THEIR REMOVAL HAS BEEN GRANTED UNDER PERMIT.
(G) THE COUNTY ADMINISTRATOR MAY CONDUCT PERIODIC INSPECTIONS OF THE SITE DURING LAND CLEARANCE
AND CONSTRUCTION.
(H) IF, IN THE OPINION OF THE COUNTY ADMINISTRATOR, DEVELOPMENT ACTIVITIES WILL SO SEVERELY STRESS
SLASH PINES OR ANY OTHER PROTECTED TREE SUCH THAT THEY ARE MADE SUSCEPTIBLE TO INSECT ATTACK,
PREVENTATIVE SPRAYING OF THESE TREES BY THE CONTRACTOR MAY BE REQUIRED.
TREE PROTECTION GENERAL NOTES
TREE PROTECTION SPECIFICATIONS