20230315 - Take 5 Car Wash Site Plan_v1SITE SITE
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DRVBR22040
AS SHOWN
DTR
03/15/2023
ESM
SHEET
APPROVED BY
OF1 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL
INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES
FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.
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PREPARED FOR:
DEVELOPER/ APPLICANT
DRIVEN BRANDS
440 SOUTH CHURCH STREET, SUITE 700
CHARLOTTE, NC 28202
TAKE 5 CAR WASH
LAND DEVELOPMENT
8232 MARKET STREET
WILMINGTON, NEW HANOVER COUNTY, NC
03/15/2023
VICINITY MAP
Scale: 1" = 1000'
SOILS MAP
Scale: 1" = 1000'
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5430 Wade Park Boulevard
Suite 106
Raleigh, NC 27607
T 919.929.1173
F 919.493.6548
Firm License
F-1267
PREPARED BY:
PENNONI ASSOCIATES INC.
Sheet List Table
Sheet Number Sheet Title Sheet Description
1 CS0001 COVER SHEET
2 CS0002 GENERAL NOTES
3 CS0201 EXISTING CONDITIONS PLAN
4 CS0501 DEMOLITION PLAN
5 CS1001 SITE PLAN
6 CS1501 GRADING PLAN
7 CS1701 UTILITY PLAN
8 CS2001 LANDSCPAING PLAN
9 CS2002 EXISTING TREE PLAN
10 CS2003 LANDSCAPING NOTES AND DETAILS
11 CS6001 SITE DETAILS
12 CS6021 DRAINAGE DETAILS
13 CS6041 UTILITY DETAILS
14 CS8001 EROSION CONTROL PLAN PH1
15 CS8002 EROSION CONTROL PLAN PH2
16 CS8501 EROSION CONTROL DETAILS
17 CS8502 EROSION CONTROL DETAILS
18 CS8503 EROSION CONTROL DETAILS
19 CS9201 PRE/POST DEVELOPMENT IMPERVIOUS AREA
20 CS9202 POST DEVELOPMENT INLET DRAINAGE AREA MAP
21 CS9801 GARBAGE TRUCK TURN AND FIRE TRUCK APPARATUS
ACCESS PLAN
Property Information
PROPERTY ADDRESS
8232 MARKET STREET
WILMINGTON, NC 28411
DEVELOPER/ APPLICANT
DRIVEN BRANDS
CONTACT NAME: REBECCA MCALLISTER OR MATT GILBERT
440 SOUTH CHURCH STREET, SUITE 700
CHARLOTTE, NC 28202
EXISTING USE
RESTAURANT
INTENDED USE
CAR WASH
DATUM AND BENCHMARK INFORMATION
HORIZONTAL DATUM:
THE BASIS OF BEARING FOR THIS SURVEY IS NCGS GRID NORTH (NAD 83, 2011), AS SHOWN HEREON
VERTICAL DATUM:
ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD 88.
PARCEL PIN
3260-51-1470
EXISTING AND PROPOSED ZONING
B-1 - NEIGHBORHOOD BUSINESS
LOT AREA
MIN. REQUIRED: NA
PROPOSED: 65,575.35 SF (1.51 AC)
LOT WIDTH
REQUIRED: NA
PROPOSED: 157 FT
BUILDING SETBACKS
SIDE: 25 FT
STREET: 75 FT (25% REDUCTION UTILIZED)
BUFFERYARDS
REQUIRED:
SIDE (NORTHEAST): 10 FT
SIDE (SOUTHWEST):10 FT
REAR (SOUTHEAST):0 FT
STREETYARDS
REQUIRED:
FRONT (MARKET SREET): 25 FT
BUILDING HEIGHT
MAX: 35 FT
PROPOSED: 32 FT
VEHICULAR PARKING
REQUIRED: 4 (1 PER 250 SQ-FT)
PROPOSED: 6 STANDARD (1,020 SF BLDG AREA) AND 1 VAN ACCESSIBLE
FOR EMPLOYEE SPACES
11 STANDARD VACUUM AND 1 VAN ACCESSIBLE VACUUM
TOTAL:17
BICYCLE PARKING
REQUIRED:1 (ST: 0.05 X REQUIRED VEHICULAR PARKING)
PROPOSED:2 (1 INVERTED U)
FLOOR TO AREA RATIO
BUILDING AREA: 3778.67 SF (0.09 AC)
PROPERTY AREA:65,575.35 SF (1.51 AC)
FAR:0.06
LOT COVERAGE
LIMITS OF DISTURBANCE: 1.28 AC
PRE-DEVELOPMENT
IMPERVIOUS AREA: 38,345.56 SF (0.88 AC.)
PERVIOUS AREA: 27,229.79 SF (0.63 AC.)
POST-DEVELOPMENT
IMPERVIOUS AREA: 25,775.84 SF (0.59 AC.)
PERVIOUS AREA: 39,799.51 SF (0.92 AC.)
SEWER FLOW
125 GPM (AVG.) & 180,000 GPD (AVG.)
312.5 GPM (PEAK)
WATER REQUIREMENTS
WATER DOMESTIC:125 GPM - 2" METER
FLOOD ZONE
ZONE X
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DESIGN TEAM:
DEVELOPER/ APPLICANT:
REBECCA MCALLISTER
DRIVEN BRANDS
440 SOUTH CHURCH STREET, SUITE 700
CHARLOTTE, NC 28202
PHONE # TBD
REBECCA.MCALLISTER@DRIVENBRANDS.COM
ENGINEER:
ETHAN MINDREBO, PE
PENNONI ASSOCIATES
5430 WADE PARK BLVD - SUITE 106
RALEIGH, NC 27607
919-230-9217
EMINDREBO@PENNONI.COM
ARCHITECT:
MICAH SMITH
COR3 DESIGN
125 RHETT ST - SUITE 101
GREENVILLE, SC 29601
864-990-3079
MSMITH@COR3DESIGN.COM
SURVEYOR:
JIMMY F. CAIN
CAIN SURVEYING, P.C.
6333 N.C. HIGHWAY #242 SOUTH
BLADENBORO, NC 28320
910-648-4509
JIMMY@CAINSURVEYING.COM
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DRVBR22040
AS SHOWN
DTR
03/15/2023
ESM
SHEET
APPROVED BY
OF2 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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1.DEVELOPER/APPLICANT: RESPONSIBLE OFFICER:
DRIVEN BRANDS REBECCA MCALLISTER
440 SOUTH CHURCH STREET, SUITE 700 REBECCA.MCALLISTER@DRIVENBRANDS.COM
CHARLOTTE, NC 28202
PROPERTY OWNER:
HUTSON AND NIEPER ENTERPRISES LLC
8232 MARKET STREET
WILMINGTON, NC 28411
2.EXISTING TOPOGRAPHIC FEATURES WERE TAKEN FROM AN ALTA SURVEY PLAN PROVIDED
BY CAIN SURVEYING, P.C. AND FIELD WORK COMPLETED OCTOBER 3, 2022.
3.EXISTING SUBSURFACE CONDITIONS WERE TAKEN FROM "SUMMARY OF UNDERGROUND
UTILITY LOCATING" REPORT PERFORMED BY GPRS INC DATED SEPTEMBER 16, 2022.
4.UTILITY NOTES:
A. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES
AND STRUCTURES IS NOT GUARANTEED.
B. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND SHALL BE
CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES 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 INTERFACE POINTS
(CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY
TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
C. ALL 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.
5.THE PROPERTY DELINEATED HEREON IS LOCATED IN UNSHADED ZONE "X" AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND FUTURE
CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN AS DETERMINED BY REFERENCE TO FIRM
COMMUNITY PANEL NO. 3710456500K, DATED FEBRUARY 19, 2014, AS PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY.
6.FIRE WATCH; DURING CONSTRUCTION AND DEMOLITION WHERE HOT WORK, MATERIALS
SUBJECT TO SPONTANEOUS COMBUSTION, OR OTHER HAZARDOUS CONSTRUCTION OR
DEMOLITION IS OCCURRING, THE OWNER OR THEIR DESIGNEE SHALL BE RESPONSIBLE FOR
MAINTAINING A FIRE WATCH. THE FIRE WATCH SHALL CONSIST OF AT LEAST ONE PERSON
WITH A MEANS OF COMMUNICATING AN ALARM TO 911, SHALL A WRITTEN ADDRESS POSTED
IN A CONSPICUOUS LOCATION AND SHALL MAINTAIN CONSTANT PATROLS. NC FPC 2012
SECTION 1404.
7.CONSTRUCTION/DEMOLITION; ALL CONSTRUCTION AND DEMOLITION CONDUCTED, SHALL BE
IN COMPLIANCE OF THE CURRENT EDITION OF CHAPTER 14 OF THE NC FPC.
8.PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY 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.
9.TOTAL PROJECT DISTURBANCE 1.33 AC.
10.CURB RADII DIMENSIONS ARE SHOWN TO THE FACE OF CURB WITHIN THE PLAN SET.
GENERAL 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
·STORMWATER MANAGEMENT PLAN.
3.THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY
DISCREPANCIES OR ERROR THEY DISCOVER IN THE PLANS.
4.DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE
OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE OF THE WORK TO
BE UNACCEPTABLE.
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.
7.TRAFFIC CONTROL METHODS, SUCH AS BARRICADES, SUFFICIENT LIGHTS, SIGNS, ETC.,
MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE
PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION IN ACCORDANCE WITH
CURRENT AND NCDOT 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. ADDITIONALLY 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 PUBLIC WORKS
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 AND REGULATORY SIGNS ON PRIVATE PROPERTY SHALL
CONFORM TO CURRENT MUTCD STANDARDS.
GENERAL CONSTRUCTION AND GRADING NOTES:
1.ALL 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.
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.
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 ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND
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 NOR 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 C.F.P.U.A. STANDARDS AND SPECIFICATIONS.
18.ALL ELECTRICAL SERVICE LINES TO OR AROUND THE PROPOSED STRUCTURE SHALL BE
UNDERGROUND.
GENERAL UTILITY 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 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 AND 10-FOOT HORIZONTAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER
AND SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. A 18-INCH VERTICAL SEPARATION SHALL BE
PROVIDED BETWEEN STORM SEWER AND WATER MAIN.
1.3.1.IF A 18-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
1.1.SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 24
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.
1.2.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE,
ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED:
1.1.1.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
1.1.2.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.
CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF
ADA (HANDICAP) 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 36-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 HANDICAPPED
PARKING SPACES AND DESIGN ALL HANDICAPPED 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 2012 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.
ADA INSTRUCTIONS TO CONTRACTOR:
WATER AND SEWER SERVICE NOTES:
1.FIRE APPARATUS ACCESS ROADS; ANY FIRE APPARATUS ACCESS ROADS, ANY PUBLIC/PRIVATE STREET, PARKING
LOT ACCESS, FIRE LANES AND ACCESS ROADWAYS, USED FOR FIRE DEPARTMENT ACCESS SHALL BE ALL
WEATHER AND DESIGNED TO CARRY THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING AT LEAST 80,000 LBS.
FIRE APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM WIDTH OF 20' EXCLUSIVE OF SHOULDERS WITH AN
OVERHEAD CLEARANCE OF AT LEAST 13'-6" FOR STRUCTURES NOT EXCEEDING 30' IN HEIGHT AND SHALL PROVIDE
ACCESS TO WITHIN 150' OF ALL EXTERIOR PORTIONS OF THE BUILDING. STRUCTURES EXCEEDING 30' IN HEIGHT
SHALL BE PROVIDED WITH AN AERIAL APPARATUS ACCESS ROAD 26' IN WIDTH IN THE IMMEDIATE VICINITY OF THE
BUILDING OR PORTION THEREOF AND SHALL PROVIDE AT LEAST ONE OF THE REQUIRED ACCESS ROADS TO BE
LOCATED NOT LESS THAN 15' AND NOT MORE THAN 30' FROM THE STRUCTURE PARALLEL TO ONE ENTIRE SIDE OF
THE STRUCTURE. NC FPC 2012 502.1,503.1.1, 503.2.1, D102.1
2.GRADE AND APPROACH; FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10% IN GRADE UNLESS APPROVED
BY THE FIRE CHIEF AND ALL APPROACH AND DEPARTURE ANGLES SHALL BE WITHIN THE LIMITS ESTABLISHED
BASED ON THE DEPARTMENT'S APPARATUS. NC FPC 2012, 503.2.7, 503.2.8 and D103.2
3.GATES AND BARRICADES; WHERE REQUIRED OR AUTHORIZED BY THE FIRE CODE OFFICIAL AND PERMANENT OR
TEMPORARY CONSTRUCTION, ANY GATES ACROSS FIRE APPARATUS ACCESS ROADS SHALL BE A MINIMUM WIDTH
OF 20 FEET, BE OF SWINGING OR SLIDING TYPE, HAVE AN EMERGENCY MEANS OF OPERATION, SHALL BE
OPENABLE BY EITHER FORCIBLE ENTRY OR KEYED, CAPABLE OF BEING OPERATED BY ONE PERSON, AND SHALL BE
INSTALLED AND MAINTAINED ACCORDING TO UL 325 and ASTM F 2200. NC FPC 2012, 503.5, 503.6, D103.5
4.FIRE LANES; WHERE REQUIRED, APPROVED MARKING SIGNS INCLUDING THE WORDS, NO PARKING-FIRE LANE
SIGNS SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS. NC FPC 2012, 503.3,
D103.6, D103.6.1, D103.6.2
5.PREMISE IDENTIFICATION; APPROVED BUILDING ADDRESS NUMBERS, PLACED IN ACCEPTABLE POSITION TO THE
FIRE CODE OFFICIAL, SHALL BE REQUIRED ON ALL NEW BUILDINGS. NC FPC 2012, 505.1
6.KEY BOXES; WHERE REQUIRED BY THE FIRE CODE OFFICIAL, A SECURE KEY BOX, MOUNTED ON THE ADDRESS SIDE
OF THE BUILDING, NEAR THE MAIN ENTRANCE, SHALL BE PROVIDED TO ENSURE ADEQUATE ACCESS TO THE
BUILDING BASED ON LIFE SAFETY AND/OR FIRE PROTECTION NEEDS. NC FPC 2012, 506
7.FIRE HYDRANTS; THE FARTHEST HYDRANT SERVING A PROPOSED STRUCTURE MUST BE NO MORE THAN 500 FEET
DISTANT. A MAXIMUM DISTANCE OF 500 FEET SPACING BETWEEN HYDRANTS MUST BE MAINTAINED UNLESS
OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. LESSER SPACING DISTANCES MAY BE REQUIRED. A MINIMUM
WORKING SPACE OF 3 FEET MUST BE MAINTAINED AROUND ALL HYDRANTS. WHERE HYDRANTS ARE SUBJECT TO
PHYSICAL IMPACT, PHYSICAL PROTECTION MAY BE REQUIRED, NC FPC 2012, 507.5.6. THE MINIMUM NUMBER OF
REQUIRED HYDRANTS AND THEIR SPACING MUST MEET NC FPC 2012, APPENDIX C, TABLE C 105.1
8.FIRE DEPARTMENT CONNECTIONS, LOCATIONS; ANY REQUIRED FDCS FOR ANY BUILDINGS SHALL MEET THE
DESIGN AND INSTALLATION REQUIREMENTS FOR THE CURRENT, APPROVED EDITION OF NFPA 13, 13D, 13R, OR 14
OF THE NC FPC 2012 AND TOWN ORDINANCES; 7-38 FOR LOCATION. FDCS SHALL BE INSTALLED ON THE STREET/
ADDRESS SIDE OF THE BUILDING AND WITHIN 100' OF A HYDRANT OR UNLESS OTHERWISE APPROVED BY THE FIRE
CODE OFFICIAL AND SHALL NOT BE OBSTRUCTED OR HINDERED BY PARKING OR LANDSCAPING. FDC'S SHALL BE
EQUIPPED WITH NST.
9.FIRE DEPARTMENT CONNECTIONS, INSTALLATION; A WORKING SPACE OF NOT LESS THAN 36 INCHES IN WIDTH AND
DEPTH AND A WORKING SPACE OF 78 INCHES IN HEIGHT SHALL BE PROVIDED ON ALL SIDES WITH THE EXCEPTION
OF WALL MOUNTED FDC'S UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. THE FDC'S WHERE
REQUIRED MUST BE PHYSICALLY PROTECTED BY AN APPROVED BARRIER FROM IMPACTS. NC FPC 2012, 912.1, 912.2
912.2.1, 912.3.2, 312
FIRE DEPARTMENT NOTES
PUBLIC UTILITIES
ELECTRIC:
DUKE ENERGY CAROLINAS
DEVELOPMENT PLANNING
ATTN: SHARONDA FRAZIER PHONE: 1-800-454-3853/MOBILE: (984) 364-7494
http://www.duke-energy.com/builders-developers/development-planning.asp
GAS:
TELEPHONE:
ATTN:
CABLE TV:
ATTN:
WATER/SEWER:
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CONTER DRIVE
WILMINGTON, NC 28403
ATTN: JEFF THEBERGE (JEFF.THEBERGE@CFPUA.ORG)
PHONE: 910-332-6550
TELEPHONE:
ATTN:PHONE:
BY
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PROPERTY, LINE
PROPERTY, CORNER FOUND
PROPERTY, ADJOINING LINED
LEGAL RIGHT-OF-WAY
PROPERTY, CORNER FOUND (OTHERS)
EXISTING PROPOSED
PROPERTY, CONCRETE MONUMENT
PROPERTY, LINE RESERVED
BUILDING
CHANNEL
COMMUNICATION, MANHOLE
COMMUNICATION, JUNCTION BOX
COMMUNICATION, PANEL BOX
COMMUNICATION, PEDESTAL
COMMUNICATION, STUB OUT
COMMUNICATION, UNDERGROUND
COMMUNICATION, OVERHEAD
COMMUNICATION, HANDHOLE
COMMUNICATION, WITNESS POST
CONTROL, GPS
CONTROL, MAPPING
CONTROL, REFERENCE
CONTROL, TRAVERSE
CURB
CURB DEPRESSION
EDGE OF PAVEMENT
EDGE OF GRAVEL
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FENCE
FIBER OPTIC, MANHOLE
FIBER OPTIC, JUNCTION BOX
FIBER OPTIC, PANEL BOX
FIBER OPTIC, PEDESTAL
FIBER OPTIC, UNDERGROUND
FIBER OPTIC, OVERHEAD
FIBER OPTIC, HANDHOLE
FIBER OPTIC, WITNESS POST
FLOODPLAIN
GUIDE RAIL
MARKING, HANDICAP PARKING
NATURAL GAS, MANHOLE
NATURAL GAS, WITNESS POST
NATURAL GAS, UNDERGROUND
NATURAL GAS, METER
CONTROL, BENCHMARK
PHONE, MANHOLE
PHONE, JUNCTION BOX
PHONE, PANEL BOX
PHONE, PEDESTAL
PHONE, UNDERGROUND
PHONE, OVERHEAD
PHONE, HANDHOLE
PHONE, WITNESS POST
POWER, HANDHOLE
POWER, GUY WIRE
POWER, JUNCTION BOX
POWER, GUY POLE
POWER, LIGHT
POWER, MANHOLE
POWER, OVERHEAD
POWER, METER
POWER, PANEL BOX
POWER, PEDESTAL
POWER, TRANSFORMER
POWER, SPOT LIGHT
POWER, UTILITY POLE
POWER, WITNESS POST
POWER, YARD LIGHT
POWER, UNDERGROUND
SITE, AIR CONDITIONER
SITE, BOLLARD
SITE, BORING LOCATION
SITE, MONITOR WELL
SITE, POST
SITE, SIGN POST AND BOARD
SITE, TRAFFIC SIGN
DESCRIPTION
SOIL BOUNDARY
STREAM
WaC SOIL LABEL
SANITARY SEWER, MANHOLE
SANITARY SEWER, FORCE MAIN MANHOLE
SANITARY SEWER, UNDERGROUND (4" DIA TO 10" DIA)
SANITARY SEWER, SEPTIC TANK
SANITARY SEWER, VALVE
SANITARY SEWER, FORCE MAIN
SANITARY SEWER, LATERAL
SANITARY SEWER, WITNESS POST
STORM SEWER, MANHOLE
STORM SEWER, INLET
STORM SEWER,HEADWALL
STORM SEWER, UNDERGROUND
STORM SEWER, ROOF DRAIN LINE
STORM SEWER, STAND PIPE
STORM SEWER, CLEAN-OUT
STORM SEWER, WITNESS POST
SANITARY SEWER, CLEAN-OUT
MINOR CONTOUR
MAJOR CONTOUR
SPOT ELEVATION
101
100
X 100.5
VEGETATION, SHRUB
VEGETATION, GRASS LINE / LANDSCAPED AREA
VEGETATION, DECIDUOUS SHOWING CANOPY
VEGETATION, CONIFEROUS SHOWING CANOPY
VEGETATION, TREE LINE
WATER, FIRE HYDRANT
WATER, IRRIGATION VALVE BOX
WATER, MANHOLE
WATER, METER
WATER, POST INDICATOR VALVE
WATER, SIAMESE CONNECTION
WATER, UNDERGROUND
WATER, VALVE
WATER, WITNESS POST
101
100
LEGEND TO BE REMOVEDT.B.R.
100.5
LIMITS OF DISTURBANCE
*STORM SEWER, DOWNSPOUT LOCATION
NATURAL GAS VALVE
EXISTING PROPOSED DESCRIPTION
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8 OAK8 OAK
24 OAK (DBL)
18 OAK (DBL)
8 OAK
12 OAK
8 OAK
8 OAK
12 CMYRTLE
12 CMYRTLE
9 OAK
8 OAK
8 OAK
8 OAK
8 OAK 9 OAK
7 LIVE OAK
7 LIVE OAK
12 LIVE OAK8 LIVE OAK12 LIVE OAK
12 LIVE OAK
8 LIVE OAK
24 CMYRTLE
10 CMYRTLE
12 OAK
7 LIVE OAK9 LIVE OAK
8 OAK8 OAK
12 OAK
9 OAK 24 OAK (DBL)
15 LIVE OAK
8 CMYRTLE
BUILDING HEIGHT
66.62'BUILDING HEIGHT
71.90'
12 LIVE OAK
10 OAK
8 LIVE OAK
CMYRTLE
CMYRTLE
8 PINE
8 PINE
DBL OAK 18
10 CMYRTLE8 CMYRTLE
12 JAP MAPLE
15" CMP
DI
RIM= 45.63
INV (NW)= 39.59
INV (N)= 41.59
INV (SE)= 39.44
INV (S)= 41.45
48" C
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"
H
D
P
E
DI
RIM= 42.47
INV (NW)= 36.56
INV (SE)= 36.39
MH
RIM= 46.93
INV= 40.11
48" CMP
15" CMP
12"
C
M
P
12
"
C
M
P
15"
C
M
P
CI
RIM= 40.43
INV (NW)= 35.66
INV (SE)= 34.95
INV= 34.61
RIM= 34.04
INV=31.84 INV= 31.63
INV= 32.59
4
8
"
C
M
P
E
O
I
CI
RIM= 43.47
INV= 40.84
DI
RIM= 43.61
INV (NE)= 40.14
INV (SE)= 40.05
CI
RIM= 42.43
INV (NW)= 38.83
INV (SE)= 38.53
CI
RIM= 38.18
STRUCTURE
FULL, CANNOT
SEE PIPE
SSMH
RIM= 47.29
INV (IN)= 29.09
INV (OUT)= 28.39
10
"
D
I
P
EO
I
LP TANK
TBM A
ELEV= 45.17
TBM B
ELEV= 39.77
GREASE
TRAP
CI
RIM= 45.73
INV= 41.87
15
"
C
P
P
CI
RIM= 45.62
INV= 42.25
1
5
"
C
P
P
CI
RIM
=
3
9
.
1
0
INV
(
N
W
)
=
3
4
.
7
3
INV
(
N
E
)
=
3
4
.
6
8
48
"
R
C
P
E
O
I
E
O
I
48" CMP
T
O
P
O
F
B
A
N
K
TO
P
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F
B
A
N
K
B
O
T
T
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B
A
N
K
BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
@1+08.3
1.13' Lt
FOUND 2"
IRON PIPE
UNKNOWNFOUND
IRON PIN
BACK WATER
FLOW VALVE
PUMP HOUSE
FOUND
IRON PIPE
FOUND
IRON PIPE
BENT
COMPUTED
POINT
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
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-
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NOT FOR CONSTRUCTION CS0201
BY
NO
.
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T
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V
I
S
I
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N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF3 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
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S
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00 20'40'
PE
N
N
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7
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45
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32
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38 37 36
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4
5
4
6
4
8
MB
Sign
S
4
2
°
3
1
'
4
5
"
W
15
7
.
0
9
'
S 50°36'13" E
535.84'
N
0
9
°
0
3
'
4
8
"
E
1
2
5
.
3
1
'
15
7
.
1
5
'
(
R
)
S 51°18'13" E
536.16'(R)
N
0
8
°
2
4
'
0
7
"
E
1
2
5
.
2
6
'
(
R
)
N 45°18'27" W
466.61'(R)
Ove
r
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a
d
P
o
w
e
r
GM
Patio Area
CO
CO
FH
T
T
T
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8 Spaces
7
S
p
a
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4
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p
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2
S
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2 Spaces
4 Spaces
5 Sp
a
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4 Sp
a
c
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s
2 S
p
a
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s
2
S
p
1 Sp
4
S
p
a
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s
12 Spaces
S
4
2
°
3
1
'
4
5
"
W
15
7
.
0
9
'
S 50°36'13" E
535.84'
N
0
9
°
0
3
'
4
8
"
E
1
2
5
.
3
1
'
N 44°36'43" W466.52'
1.505 Acres ±
65575.3 Sq. Feet ±
S 51°18'13" E
536.16'(R)
N
0
8
°
2
4
'
0
7
"
E
1
2
5
.
2
6
'
(
R
)
N 45°18'27" W
466.61'(R)
D
r
a
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n
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g
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P
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n
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Ove
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h
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a
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P
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w
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r
Two Story Brick-Veneer Building
6,675 Sqft±
x26' High
54
.
7
'
114.1'
12
.
4
'
10.2'
42
.
3
'
124.3'
MA
R
K
E
T
S
T
R
E
E
T
US
H
I
G
H
W
A
Y
#
1
7
B
U
S
10
0
'
R
/
W
8 OAK 24 OAK 8 OAK
8 OAK8 OAK
24 OAK (DBL)
18 OAK (DBL)
8 OAK
12 OAK
8 OAK
8 OAK
12 CMYRTLE
12 CMYRTLE
9 OAK
8 OAK
8 OAK
8 OAK
8 OAK 9 OAK
7 LIVE OAK
7 LIVE OAK
12 LIVE OAK8 LIVE OAK12 LIVE OAK
12 LIVE OAK
8 LIVE OAK
24 CMYRTLE
10 CMYRTLE
12 OAK
7 LIVE OAK9 LIVE OAK
8 OAK8 OAK
12 OAK
9 OAK 24 OAK (DBL)
15 LIVE OAK
8 CMYRTLE
BUILDING HEIGHT
66.62'BUILDING HEIGHT
71.90'
12 LIVE OAK
10 OAK
8 LIVE OAK
CMYRTLE
CMYRTLE
8 PINE
8 PINE
DBL OAK 18
10 CMYRTLE8 CMYRTLE
12 JAP MAPLE
15" CMP
DI
RIM= 45.63
INV (NW)= 39.59
INV (N)= 41.59
INV (SE)= 39.44
INV (S)= 41.45
48" C
M
P
48" CM
P
1
5
"
H
D
P
E
DI
RIM= 42.47
INV (NW)= 36.56
INV (SE)= 36.39
MH
RIM= 46.93
INV= 40.11
48" CMP
15" CMP
12"
C
M
P
12
"
C
M
P
15"
C
M
P
CI
RIM= 40.43
INV (NW)= 35.66
INV (SE)= 34.95
INV= 34.61
RIM= 34.04
INV=31.84 INV= 31.63
INV= 32.59
4
8
"
C
M
P
E
O
I
CI
RIM= 43.47
INV= 40.84
DI
RIM= 43.61
INV (NE)= 40.14
INV (SE)= 40.05
CI
RIM= 42.43
INV (NW)= 38.83
INV (SE)= 38.53
CI
RIM= 38.18
STRUCTURE
FULL, CANNOT
SEE PIPE
SSMH
RIM= 47.29
INV (IN)= 29.09
INV (OUT)= 28.39
10
"
D
I
P
EO
I
LP TANK
TBM A
ELEV= 45.17
TBM B
ELEV= 39.77
GREASE
TRAP
CI
RIM= 45.73
INV= 41.87
15
"
C
P
P
CI
RIM= 45.62
INV= 42.25
1
5
"
C
P
P
CI
RIM
=
3
9
.
1
0
INV
(
N
W
)
=
3
4
.
7
3
INV
(
N
E
)
=
3
4
.
6
8
48
"
R
C
P
E
O
I
E
O
I
48" CMP
EVIRF
EVIPF
EVIRF
EVIPF
@1+08.3
1.13' Lt
FOUND 2"
IRON PIPE
UNKNOWNFOUND
IRON PIN
BACK WATER
FLOW VALVE
PUMP HOUSE
FOUND
IRON PIPE
FOUND
IRON PIPE
BENT
COMPUTED
POINT
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
CURB TO BE CUT HERE, TBR
CURB TO BE CUT HERE, TBR
FACE AND BACK OF CURB TBR
FACE AND BACK OF CURB TBR
PATIO TBR
SIDEWALK TBR
SIDEWALK TBR
FACE AND BACK OF CURB TBR
PATIO TBR
WALL TBR
WALL TBR
FENCE TBR
STAIRS TBR
STAIRS TBR
BUILDING TBR
CONCRETE PAVEMENT TBR
CONCRETE PAVEMENT TBR
FACE AND BACK OF CURB TBR
FACE AND BACK OF CURB TBR
U:
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:
--
-
-
NOT FOR CONSTRUCTION CS0501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF4 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
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S
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S
M
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00 20'40'
PE
N
N
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S
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.
54
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S
4
2
°
3
1
'
4
5
"
W
15
7
.
0
9
'
S 50°36'13" E
535.84'
N
0
9
°
0
3
'
4
8
"
E
1
2
5
.
3
1
'
15
7
.
1
5
'
(
R
)
S 51°18'13" E
536.16'(R)
N
0
8
°
2
4
'
0
7
"
E
1
2
5
.
2
6
'
(
R
)
N 45°18'27" W
466.61'(R)
FH
MB
S
4
2
°
3
1
'
4
5
"
W
15
7
.
0
9
'
S 50°36'13" E
535.84'
N
0
9
°
0
3
'
4
8
"
E
1
2
5
.
3
1
'
N 44°36'43" W466.52'
S 51°18'13" E
536.16'(R)
N
0
8
°
2
4
'
0
7
"
E
1
2
5
.
2
6
'
(
R
)
N 45°18'27" W
466.61'(R)
MA
R
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T
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T
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H
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W
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#
1
7
B
U
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10
0
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R
/
W
8 LIVE OAK
8 PINE
8 PINE
DBL OAK 18
T
O
P
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B
A
N
K
TO
P
O
F
B
A
N
K
B
O
T
T
O
M
O
F
B
A
N
K
BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
@1+08.3
1.13' Lt
FOUND 2"
IRON PIPE
UNKNOWNFOUND
IRON PIN
FOUND
IRON PIPE
FOUND
IRON PIPE
BENT
COMPUTED
POINT
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
18
.
0
0
'
14
.
0
0
'
10
.
0
0
'
12.00'
3'R
3'R
24
.
0
0
'
5.00'15.00'
8.50'
14
.
0
0
'
14
.
0
0
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10'R
10'R
10'R
15'R
10'R
10
'R20'R
20'R
24
.
0
0
'
TAKE 5 CAR WASH
EXPRESS 110' TUNNEL
50'R
8.50'
10'R
3'
R
2 4'R
2 5 'R
5'
R
5'R
1
0'R
3 'R
24'R
10'R
8'R
3'R
10'R
5'R
5'R
5'R
25
'
L
A
N
D
S
C
A
P
E
S
T
R
E
E
T
Y
A
R
D
2
5
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
25' BUILDING SETBACK
10' LANDSCAPE STRIP
25' BUILDING SETBACK
10' LANDSCAPE STRIP
75
'
B
U
I
L
D
I
N
G
A
N
D
P
A
R
K
I
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S
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5
%
R
E
D
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U
T
I
L
I
Z
E
D
25.00'
15.00'
PROP. PROPERTY LINE
(1.51 AC)
PROP. CANOPY LIGHTS
(SEE ARCHITECT PLANS)
TRASH ENCLOSURE
TO BE SCREENED PER
12.303. ENCLOSURE
TO BE 75% OPAQUE.
HEAVY DUTY
CONCRETE
PAVEMENT
VAC 1
PROP. 5' X 2' TRUNCATED
DOMES (SEE DETAIL
10.35B ON SHEET CS6001)
PROP. CURB RAMP
(SEE TYPE 1
MODIFIED DETAIL ON
SHEET CS6001)
PROP. 5' ADA CROSSWALK
CAR WASH TUNNEL EXIT
7
DO NOT
E
N
T
E
R
PROP. STOP SIGN
VAC 2
VAC 3 VAC 4 VAC 6VAC 5 VAC 7 VAC 8 VAC 9 VAC 10 VAC 11
HEAVY DUTY
CONCRETE
PAVEMENT
HEAVY DUTY
CONCRETE
PAVEMENT
DO NOT ENTER
2'R
10'R
8.00'
8.00'
PROP. STOP SIGN
PROP. STOP BAR
TIE INTO EX. CURB AND GUTTER
TIE INTO EX. CURB AND GUTTER
PROP. BICYCLE PARKING
(SEE DETAIL 50.20 ON CS6001)
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--
-
-
NOT FOR CONSTRUCTION CS1001
BY
NO
.
DA
T
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V
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S
I
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N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF5 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
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PE
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#
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10
0
'
R
/
W
8 LIVE OAK
8 PINE
8 PINE
DBL OAK 18
15" CMP
DI
RIM= 45.63
INV (NW)= 39.59
INV (N)= 41.59
INV (SE)= 39.44
INV (S)= 41.45
48" C
M
P
48" CM
P
DI
RIM= 42.47
INV (NW)= 36.56
INV (SE)= 36.39
MH
RIM= 46.93
INV= 40.11
48" CMP
15"
C
M
P
INV= 34.61
RIM= 34.04
INV=31.84 INV= 31.63
INV= 32.59
4
8
"
C
M
P
E
O
I
CI
RIM= 38.18
STRUCTURE
FULL, CANNOT
SEE PIPE
CI
RIM= 45.73
INV= 41.87
1
5
"
C
P
P
CI
RIM
=
3
9
.
1
0
INV
(
N
W
)
=
3
4
.
7
3
INV
(
N
E
)
=
3
4
.
6
8
E
O
I
48" CMP
T
O
P
O
F
B
A
N
K
TO
P
O
F
B
A
N
K
BO
T
T
O
M
O
F
B
A
N
K
BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
45
4
4
444
6474
7
474
8
44
43 42
45
43
42
41
4
8
4
7
4
6
4
7
46
45
44
43
42
41
4
0
3
9
3
8
3
7
3
6
35
34
3
3
32
31
32
33
34
35
3
434
35
3
5
3
4
3
3
3
2
31
32
3334
3536
36
37
3
8
39
4
0
4
1
4
2
4
3
4
4
41
40 39
38 37 36
35 34
4444
4
5
4
6
4
8
TAKE 5 CAR WASH
EXPRESS 110' TUNNEL
PROP. PROPERTY LINE
(1.51 AC)
VAC 1
CAR WASH TUNNEL EXIT
DO NOT
E
N
T
E
R
VAC 2
VAC 3 VAC 4 VAC 6VAC 5 VAC 7 VAC 8 VAC 9 VAC 10 VAC 11
DO NOT ENTER
4
5
46
40
41 41
4
1
42
4
3
42
43
44
45
4
24
3
44
45
44
44
41
44
46
41
4
4
44
44
43
42
42
43
41
4243
45
46
45
41
42
47
45
40
40
45
45
IN-1
MH-1
EX-DI
IN-2
MH-2
IN-3
IN-5
IN-6
IN-8
IN-10
IN-12
YB-1
IN-11
IN-9
IN-7
CO-1CO-2CO-3CO-4
IN-4
PROP. ROOF DRAINS
STORM SEWER STRUCTURE TABLE
ID
CO-1
CO-2
CO-3
CO-4
EX-DI
IN-1
IN-2
IN-3
IN-4
IN-5
IN-6
IN-7
IN-8
IN-9
IN-10
IN-11
IN-12
MH-1
MH-2
YB-1
RIM
ELEVATION
44.13
43.34
42.67
42.24
44.83
45.46
46.14
43.38
43.58
43.81
43.41
44.07
42.39
43.65
40.73
39.76
39.25
45.43
45.44
40.43
INV IN (FROM)
42.43 (6" HDPE @ 1.00%)
42.15 (12" HDPE @ 0.50%) CO-1
42.15 (6" HDPE @ 4.58%)
41.58 (12" HDPE @ 0.96%) CO-2
41.58 (6" HDPE @ 12.05%)
41.15 (12" HDPE @ 1.00%) CO-3
39.54 (15" HDPE @ 0.86%) MH-1
40.63 (12" HDPE @ 0.81%) CO-4
40.49 (15" HDPE @ 0.67%) IN-3
39.79 (18" HECMP @ 1.00%) IN-4
39.49 (15" HDPE @ 1.16%) IN-5
38.46 (15" HDPE @ 1.06%) IN-6
38.36 (15" HDPE @ 0.86%) IN-7
37.04 (15" HDPE @ 0.96%) IN-8
37.04 (15" HDPE @ 1.00%) IN-9
36.11 (15" HDPE @ 1.00%) IN-10
36.11 (15" HDPE @ 1.00%) IN-11
39.77 (15" HDPE @ 6.57%) IN-1
41.06 (15" HDPE @ 1.00%) IN-2
35.76 (15" HDPE @ 1.00%) IN-12
INV OUT (TO)
42.33 (12" HDPE) CO-2
42.05 (12" HDPE) CO-3
41.48 (12" HDPE) CO-4
41.05 (12" HDPE) IN-3
41.00 (15" HDPE) MH-1
41.25 (15" HDPE) MH-2
40.53 (15" HDPE) IN-4
40.39 (18" HECMP) IN-5
39.69 (15" HDPE) IN-6
39.39 (15" HDPE) IN-8
38.41 (15" HDPE) IN-8
38.36 (15" HDPE) IN-10
37.13 (15" HDPE) IN-10
36.94 (15" HDPE) IN-12
36.77 (15" HDPE) IN-12
36.01 (15" HDPE) YB-1
39.67 (15" HDPE) EX-DI
U:
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:
--
-
-
NOT FOR CONSTRUCTION CS1501
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF6 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
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N
S
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00 20'40'
PE
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S
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A
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4
5
46
40
41 41
4
1
42
4
3
42
43
44
45
4
24
3
44
45
44
44
41
44
46
41
4
4
44
44
43
42
42
43
41
4243
45
46
45
41
42
47
45
40
40
45
45
4
5
4
4
444
6474
7
474
8
44
43
42
45
43
42
41
4
8
4
7
4
6
4
7
46
45
44
43
42
41
4
0
3
9
3
8
3
7
3
6
35
34
3
3
32
31
32
33
34
35
3
434
35
3
5
3
4
3
3
3
2
31
32
3334
3536
36
37
3
8
39
4
0
4
1
4
2
4
3
4
4
41
40 39
38 37 36
35 34
4444
4
5
4
6
4
8
FH
T
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H
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W
A
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#
1
7
B
U
S
10
0
'
R
/
W
8 LIVE OAK
8 PINE
8 PINE
DBL OAK 18
SSMH
RIM= 47.29
INV (IN)= 29.09
INV (OUT)= 28.39
10
"
D
I
P
EO
I
10
"
D
I
P
GREASE
TRAP
T
O
P
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F
B
A
N
K
TO
P
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F
B
A
N
K
BO
T
T
O
M
O
F
B
A
N
K
BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
TAKE 5 CAR WASH
EXPRESS 110' TUNNEL
DO NOT
E
N
T
E
R
DO NOT ENTER
PROP. ROOF DRAINS
PROP. 45° BEND
PROP. 2" SADDLE. SEE DETAIL W-3 ON
SHEET CS6041 (CONTRACTOR TO
VERIFY WATER MAIN LOCATION)
PROP. 2" GATE VALVE PROP. 2" CURB STOP
PROP. 18" DOMESTIC METER BOX W/ 2" METER
PROP. 2" DOMESTIC PE PIPE
PROP. 45° BEND
PROP. REDUCE PRESSURE
PRINCIPLE ASSEMBLY BFP (RPPA)
PROP. 1.5" PE PIPE IRRIGATION LINE
PROP. 1.5" SADDLE. SEE DETAIL W-3 ON
SHEET CS6041 (CONTRACTOR TO
VERIFY WATER MAIN LOCATION)
PROP. 45° BEND
IRRIGATION STUB OUT, SEE
ARCHITECT PLANS FOR CONTINUATION
CO
6" PVC SANITARY
SEWER LATERAL
SAMPLE WELL SEE
PLUMBING PLANS
4 PURECLEAN UNDERGROUND WATER
HOLDING TANKS SEE PLUMBING PLANS
UNDERGROUND
SEPARATOR TANK
SEE PLUMBING PLANS
SEE MEP PLANS
FOR CONTINUATION
SEE PLUMBING PLANS
FOR CONTINUATION
PROP. 18" IRRIGATION METER BOX W/ 1.5" METER
PROP. UNDERGROUND
COMMUNICATION LINE
PROP. UNDERGROUND ELECTRIC
PROP. 1.5" GATE VALVE
PROP. 2" DOMESTIC PE PIPE
PROP. 45° BEND
PROP. 45° BEND
CONTRACTOR TO VERIFY WATER
MAIN LOCATION AND DEPTH
U:
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--
-
-
NOT FOR CONSTRUCTION CS1701
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF7 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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TOP OF BANK
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10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
663 sf
1,064 sf
460 sf
2 - AR
6 - IV
4 - TO
2 - NS
1 - TO
4 - FG
3 - FG
9 - IC
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5 - JC
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8 - MC8 - IC
MULCH
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23 - MC
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NOT FOR CONSTRUCTION CS2001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
HNW
01/10/2023
ESM
SHEET
APPROVED BY
OF8 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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NEW HANOVER COUNTY:
LANDSCAPE TABULATIONS:
SITE AREA = 65,575 SF
TABLE 5.4.5.B PERIMETER LANDSCAPE (10' MIN)
(MINIMUM 1 EVERGREEN OR DECIDUOUS TREE EVERY 20 LINEAR FEET)
SW BOUNDARY - 535.84 - 25 = 510.84 OR 511 / 20 = 25.5 OR 26 TREES REQUIRED
26 TREES PROVIDED
NW BOUNDARY - 466.52 - 25 = 441.52 OR 442 / 20 = 22.1 OR 23 TREES REQUIRED
23 TREES PROVIDED
TABLE 5.4.5.C PARKING LOT INTERIOR
IMPERVIOUS PARKING PAVEMENT = 29,405 SF X 0.08 = 2,352 SF REQUIRED
(8% OF ALL IMPERVIOUS AREAS)3,038 SF PROVIDED
1 TREE EACH ISLAND =4 TREES REQUIRED
4 TREES PROVIDED
TABLE 5.4.6.B STREET YARD AREA STANDARDS
(B-1 = 18 SF FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE)
157.09 X 18 = 2,827.62 / 600 = 4.71 OR 5 TREES REQUIRED
5 TREES PROVIDED
SHRUBS = 6 X 5 =30 SHRUBS REQUIRED
30 SHRUBS PROVIDED
TABLE 5.4.7 FOUNDATION PLANTINGS
132.03 X 22' HT = 2,904.6 X 0.12 =349 SF REQUIRED
xxx SF PROVIDED
NOTES:
1.ALL SHRUBS TO BE PLANTED IN MULCHED BEDS.
2.A 5' DIAMETER MULCH CIRCLE AROUND ALL TREES AND EVERGREENS.
3.FOUNDATION PLANTINGS TO BE IN A MULCH BED.
4.TURF TO BE IN ALL OTHER AREAS UNLESS OWNER DECIDES DIFFERENTLY.
5.GROUND COVERS TO BE PLANTED AS SPECIFIED.
ROOT PRUNING
SUPER SILT FENCE
CHAIN LINKED FENCE
TP TP TREE PROTECTION
L.O.D.(limits of disturbance)
LEGEND:
TREE REMOVALX
SAVED TREES
20
6
5
HA R O L D N.
WH
I
T
E
, JR.
NO
R
T
H
CARO L I N A
L
A
N
D
SCA P E
REGISTERED
A R CHIT
E
C
T
SEE SHEET CS2002 FOR TREE INVENTORY
SEE SHEET CS2003 FOR NOTES AND DETAILS
INTERIOR LANDSCAPE
Sign
Patio Area
CO
CO
FH
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p
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4
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p
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12 Spaces
Two Story Brick-Veneer Building
6,675 Sqft±
x26' High
54
.
7
'
114.1'
12
.
4
'
10.2'
42
.
3
'
124.3'
10
0
'
R
/
W
8 OAK 24 OAK 8 OAK
8 OAK8 OAK
24 OAK (DBL)
18 OAK (DBL)
8 OAK
12 OAK
8 OAK
8 OAK
12 CMYRTLE
12 CMYRTLE
9 OAK
8 OAK
8 OAK
8 OAK
8 OAK 9 OAK
7 LIVE OAK
7 LIVE OAK
12 LIVE OAK8 LIVE OAK12 LIVE OAK
12 LIVE OAK
8 LIVE OAK
24 CMYRTLE
10 CMYRTLE
12 OAK
7 LIVE OAK9 LIVE OAK
8 OAK8 OAK
12 OAK
9 OAK 24 OAK (DBL)
15 LIVE OAK
8 CMYRTLE
12 LIVE OAK
10 OAK
8 LIVE OAK
CMYRTLE
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8 PINE
8 PINE
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10 CMYRTLE8 CMYRTLE
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UTILITY EASEMENT; BK5255 PG445
30.00
2
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0
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:
--
-
-
NOT FOR
CONSTRUCTION
CS2002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
HSW
01/18/2023
ESM
SHEET
APPROVED BY
OF9 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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5
HA R O L D N.
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T
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, JR.
NO
R
T
H
CARO L I N A
L
A
N
D
SCA P E
REGISTERED
A R CHIT
E
C
T
132" - 16" = 116" - (32x2) proposed = 52" x $200/tree = $10,400.00
12
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0
2
3
5
:
5
5
P
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
P
a
r
r
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h
PL
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S
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:
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n
n
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S
.
s
t
b
PR
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C
T
S
T
A
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S
:
--
-
-
NOT FOR CONSTRUCTION CS2003
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
HSW
01/12/2023
ESM
SHEET
APPROVED BY
OF10 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
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V
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R
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D
B
Y
C
O
N
T
R
A
C
T
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AN
D
O
W
N
E
R
M
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S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
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P
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P
R
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D
I
N
G
W
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H
W
O
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K
PE
N
N
O
N
I
A
S
S
O
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I
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S
I
N
C
.
54
3
0
W
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82
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2
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2
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4
1
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0
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7
0
0
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A
R
L
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T
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,
N
C
2
8
2
0
2
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I
V
E
N
B
R
A
N
D
S
LA
N
D
S
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A
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N
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A
N
D
D
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A
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L
S
20
6
5
HA R O L D N.
WH
I
T
E
, JR.
NO
R
T
H
CARO L I N A
L
A
N
D
SCA P E
REGISTERED
A R CHIT
E
C
T
SEE SHEET CS2001 FOR LANDSCAPE PLAN
SEE SHEET CS2003 FOR TREE INVENTORY
PRUNE & THIN DECIDUOUS SHRUBS
UP TO 1/3 OF BRANCHES
12"
2"-3" TEMPORARY SAUCER
BACKFILL
SOIL PEDESTAL UNDISTURBED
1
8 DEPTH OF ROOT BALL ABOVE GRADE
REMOVE ALL WIRE, PLASTIC, ROPE AND
BURLAP (NATURAL AND SYNTHETIC)
FROM TOP HALF OF ROOT BALL
2 '-3" MULCH LAYER
(DO NOT PLACE MULCH ADJACENT TO
BASE OF TRUNK)
D=DIMENSION OF
PLANT SPACING
(SHRUB,
GROUNDCOVER,
ORNAMENTAL
GRASS OR
PERENNIAL) AS
INDICATED ON
PLANS OR PLANT
SCHEDULE.
PLAN VIEW
MULCH 2"
DEPTH MIN.
SPECIFIED
SOIL
UNDISTURBED
SUBGRADE/
EXISTING
SOIL
ED
G
E
O
F
P
L
A
N
T
I
N
G
B
E
D
"D"
"D"
"D"
SPACING
VARIES
TREE PLANTING DETAIL3
6101 PLAN NOT TO SCALE
U:
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:
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2
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:
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5
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M
,
B
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:
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r
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p
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s
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PR
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T
S
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A
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S
:
--
-
-
CS6001
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF11 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
54
3
0
W
a
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e
P
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T
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9
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9
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9
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2
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2
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4
1
1
44
0
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O
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C
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,
S
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0
0
CH
A
R
L
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T
T
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,
N
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2
8
2
0
2
DR
I
V
E
N
B
R
A
N
D
S
SI
T
E
D
E
T
A
I
L
S
3'
-
2
"
MIN
12" DIA
CONCRETE FOOTING
1" CROWN
SCHEDULE 40 STEEL PIPE
6" DIAMETER-
FILL POST WITH CONCRETE
GRADE SURFACE
3'
-
0
"
4'
-
0
"
3" DOME
BOLLARD DETAIL
N.T.S.
PENNONI
TWO COATS OF ALKYD ENAMEL
PAINT IN SAFETY YELLOW
6X6 WWM 6" X 6"
SOURCE: PENNONI
COMPACTED TO 95% PROCTOR
5%-7% AIR-ENTRAINED;
4,000 PSI (MIN.);
CONCRETE;
6" THICK USE 8 FOOT
CONTRACTION
JOINT SPACING
STANDARD DUTY CONCRETE PAVEMENT
N.T.S.
6" STONE BASE
NCDOT TYPE CABC
PLAN HATCH
BACKER ROD BOND
BREAKER MATERIAL
1/2" FULL
DEPTH
1/
2
"
1/
8
"
1/2"
SECOND SAWCUT
SILICONE JOINT SEALANT
FIRST SAWCUT
BACKER ROD BOND
BREAKER MATERIAL
1/8"
1/
2
"
1/
8
"
1/2"
2"
EXPANSION JOINTS CONTRACTION JOINTS
1/2" PREMOLDED
JOINT FILLER
BACKER ROD BOND
BREAKER MATERIAL
1/
2
"
1/
8
"
1/2"
CONSTRUCTION JOINTS
SAWCUT
SILICONE JOINT SEALANT
STANDARD CONCRETE JOINTS
N.T.S.
6X6 WWM 6" X 6"
SOURCE: PENNONI
COMPACTED TO 95% PROCTOR
5%-7% AIR-ENTRAINED;
4,000 PSI (MIN.);
CONCRETE;
8" THICK USE 8 FOOT
CONTRACTION
JOINT SPACING
HEAVY-DUTY CONCRETE PAVEMENT
N.T.S.
6" STONE BASE
NCDOT TYPE CABC
PLAN HATCH
NOTE:
1. #5 BAR DOWELS AT COLD JOINTS TYP.
NOTE:
1. #5 BAR DOWELS AT COLD JOINTS TYP.
SILICONE JOINT SEALANT
U:
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A
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c
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t
s
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R
\
D
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V
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2
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0
4
0
-
T
a
k
e
5
C
a
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-
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i
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m
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t
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n
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C
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S
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G
N
\
_
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T
S
\
D
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T
A
I
L
S
.
d
w
g
PL
O
T
T
E
D
:
3/
1
5
/
2
0
2
3
5
:
5
6
P
M
,
B
Y
:
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r
i
s
t
o
p
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P
a
r
r
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h
PL
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S
T
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L
E
:
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n
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C
S
.
s
t
b
PR
O
J
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C
T
S
T
A
T
U
S
:
--
-
-
CS6021
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
03/14/2023
ESM
SHEET
APPROVED BY
OF12 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
E
P
A
N
C
I
E
S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
54
3
0
W
a
d
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P
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r
k
B
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1
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9
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9
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9
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1
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3
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9
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4
9
3
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6
5
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7
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5
C
A
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W
A
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H
82
3
2
M
A
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WI
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N
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T
O
N
,
N
C
2
8
4
1
1
44
0
S
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C
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U
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C
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T
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S
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7
0
0
CH
A
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,
N
C
2
8
2
0
2
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N
B
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A
N
D
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
U:
\
A
c
c
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u
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t
s
\
D
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R
\
D
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B
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2
2
0
4
0
-
T
a
k
e
5
C
a
r
W
a
s
h
-
W
i
l
m
i
n
g
t
o
n
N
C
\
D
E
S
I
G
N
\
_
S
H
E
E
T
S
\
D
E
T
A
I
L
S
.
d
w
g
PL
O
T
T
E
D
:
3/
1
5
/
2
0
2
3
5
:
5
6
P
M
,
B
Y
:
Ch
r
i
s
t
o
p
h
e
r
P
a
r
r
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s
h
PL
O
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S
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L
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:
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n
n
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S
.
s
t
b
PR
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J
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C
T
S
T
A
T
U
S
:
--
-
-
CS6041
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF13 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
R
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P
A
N
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I
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S
B
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F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
54
3
0
W
a
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1
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9
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4
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1
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TA
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5
C
A
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W
A
S
H
82
3
2
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A
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T
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WI
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N
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,
N
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2
8
4
1
1
44
0
S
O
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C
H
U
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C
H
S
T
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T
,
S
U
I
T
E
7
0
0
CH
A
R
L
O
T
T
E
,
N
C
2
8
2
0
2
DR
I
V
E
N
B
R
A
N
D
S
UT
I
L
I
T
Y
D
E
T
A
I
L
S
-CONCRETE WASHOUT
-SILT FENCE
E&S LEGEND
-TEMPORARY DIVERSION DIKE
CB -CATCH BASIN INLET
PROTECTION
-COIR FIBER MAT
-GEOTEXTILE FABRIC
-CONSTRUCTION FENCE
-RIP RAP
-SILT FENCE OUTLET (SFO)
Sign
Patio Area
CO
CO
FH
T
T
T
MA
R
K
E
T
S
T
R
E
E
T
US
H
I
G
H
W
A
Y
#
1
7
B
U
S
10
0
'
R
/
W
8 OAK24 OAK 8 OAK
8 OAK8 OAK
24 OAK (DBL)18 OAK (DBL)
8 OAK
12 OAK
8 OAK8 OAK
12 CMYRTLE
12 CMYRTLE
9 OAK
8 OAK8 OAK
8 OAK 8 OAK 9 OAK
7 LIVE OAK
7 LIVE OAK
12 LIVE OAK8 LIVE OAK12 LIVE OAK12 LIVE OAK
8 LIVE OAK
24 CMYRTLE
10 CMYRTLE
12 OAK
7 LIVE OAK9 LIVE OAK
8 OAK8 OAK
12 OAK
9 OAK24 OAK (DBL)
15 LIVE OAK
8 CMYRTLE
BUILDING HEIGHT
66.62'
BUILDING HEIGHT
71.90'
12 LIVE OAK
10 OAK
8 LIVE OAK
CMYRTLE
CMYRTLE
8 PINE
8 PINE
DBL OAK 18
10 CMYRTLE8 CMYRTLE
12 JAP MAPLE
T
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BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
20
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
4
5
4
4
444
6474
7
474
8
44
43 42
45
43
42
41
4
8
4
7
4
6
4
7
46
45
44
43
42
41
4
0
3
9
3
8
3
7
3
6
3
5
3433
32
31
32
33
34
35
3434
35
3
5
3
4
3
3
3
2
31
32
33343536
36
37
3
8
39
4
0
4
1
4
2
4
3
4
4
41 40 39
38 37 3635 34
444
4
4
5
4
6
4
8
PROP. LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE 1.28 AC
50.00'
12
.
0
0
'
REMOVE CURB AND GUTTER AS NEEDED TO
INSTALL SILT AND CONSTRUCTION FENCE
PROP. CONSTRUCTION ENTRANCE PER
NCDEQ REQUIREMENTS
PROP. CONCRETE WASHOUT
PROP. TIRE WASH
PROP. MATERIAL STOCKPILE AREA
PROP. SILT FENCE PROP. CONSTRUCTION FENCE
CB
CB
REMOVE CURB AND GUTTER AS NEEDED TO
INSTALL DIVERSION DIKE TO SKIMMER BASINPROP. CHECK DAM
PROP. CHECK DAM
42.60'
42.90'
43.50'
PROP. 1.5" SKIMMER W/ 1.25"
ORIFICE. INV. OUT: 40.30'
2" PIPE
INV. OUT: 40.30'PROP. 12" SLOPE DRAIN
INV. IN: 42.50'
INSTALL TRM
BETWEEN
DISCHARGE AND
SILT FENCEPROP. BAFFLES
AT 16.5'
SPACING
EMERGENCY SPILLWAY W/ SLOPE
STABILIZATION GEOTEXTILE
PROP. 3' X 5' RIPRAP
2" PIPE
INV. OUT: 40.30'
2.00'
SID
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43.20'
41.44'42.36'
42.88'
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4142434444434241
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--
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NOT FOR CONSTRUCTION CS8001
BY
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DRVBR22040
1"=30'
DTR
03/13/2023
ESM
SHEET
APPROVED BY
OF14 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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1
EROSION CONTROL NOTES:
NO ACTIVITIES THAT EXPOSE SOILS SHALL COMMENCE PRIOR TO PRE-CONSTRUCTION MEETING WITH NEW HANOVER
COUNTY.
1.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY EROSION AND
SEDIMENT CONTROL ORDINANCE.
2.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
COUNTY ENGINEERING DEPARTMENT.
3.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10 FEET OF DEPTH REQUIRE
ADDITIONAL TERRACING.
4.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3H:1V SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY (TYP).
5.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1
(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS
DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS
HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW
LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.
6.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
7.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
8.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO
MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
9.ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
SEEDING SCHEDULE.
10.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NEW HANOVER COUNTY ENGINEERING
DEPARTMENT FOR THE EROSION CONTROL PLAN.
11.SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR OF THE COUNTY
ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
12.PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE CLEARING
LIMITS AND STAKE ALL TREES, AND STRUCTURES TO REMAIN AND BE PROTECTED. ALL BUFFERS SHALL BE CLEARLY
DELINEATED IN THE FIELD TO BE PROTECTED.
13.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION
ENTRANCE IS NOT SUFFICIENT TO RETAIN SOIL. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDES
APPROVED CONSTRUCTION ENTRANCE W/ FENCING AND ORANGE BARRELS.
14.CONTRACTOR SHALL USE PROPOSED CONSTRUCTION ENTRANCE TO BUILD SKIMMER BASIN. THE CONTRACTOR SHALL
CLEAR ONLY AS NECESSARY TO INSTALL THIS BASIN.
15.INSTALL SILT FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION DITCHES, TREE PROTECTION, AND ANY OTHER
MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
16.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND
CLEARING AND GRUBBING MAY BEGIN. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES.
17.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES.
18.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR
TO GRUBBING AND GRADING OPERATIONS.
19.BEGIN GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS
DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
20.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO
COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
21.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN DAYS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
22.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
23.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
24.ALL EROSION CONTROL DEVICES SHOULD BE INSPECTED ONCE A WEEK AND AFTER EVERY RAINFALL EVENT OF 1" OR
GREATER. IF ANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
25.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, NEW HANOVER COUNTY EROSION
CONTROL ORDINANCE, AND THE NEW HANOVER LAND DEVELOPMENT STANDARDS.
SEQUENCE OF CONSTRUCTION
PHASE 1
1.OBTAIN ALL NECESSARY PLAN APPROVALS AND PERMITS PRIOR TO COMMENCING WORK.
2.PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE CLEARING
LIMITS AND STAKE ALL TREES, STRUCTURES AND ANY OTHER ITEMS TO REMAIN AND BE PROTECTED.
3.INSTALL TEMPORARY CONSTRUCTION ENTRANCES, SILT FENCE, SILT FENCE OUTLETS, AND TREE PROTECTION FENCE.
4.INSTALL SKIMMER BASIN, NECESSARY STORM DRAINAGE (FROM OUTLET STRUCTURES TO HEAD WALLS), TEMPORARY
SILT DITCHES, AND ANY OTHER MEASURES AS SHOWN ON SHEET CS8001, CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES AND STABILIZING EACH BASIN IMMEDIATELY AFTER INSTALLATION.
5.CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO
DEMOLITION, GRUBBING AND GRADING OPERATIONS.
6.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND
CLEARING, GRUBBING, DEMOLITION AND GRADING OF THE REMAINDER OF THE SITE MAY BEGIN.
LIMITS OF DISTURBANCE: 1.28 AC.
-CONCRETE WASHOUT
-SILT FENCE
E&S LEGEND
-TEMPORARY DIVERSION DIKE
CB -CATCH BASIN INLET
PROTECTION
-COIR FIBER MAT
-GEOTEXTILE FABRIC
-CONSTRUCTION FENCE
-RIP RAP
-SILT FENCE OUTLET (SFO)
FH
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8 LIVE OAK
8 PINE
8 PINE
DBL OAK 18
T
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B
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BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
20
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
4
5
4
4
444
6474
7
474
8
44
43 42
45
43
42
41
4
8
4
7
4
6
4
7
46
45
44
43
42
41
4
0
3
9
3
8
3
7
3
6
3
5
3433
32
31
32
33
34
35
3434
35
3
5
3
4
3
3
3
2
31
32
33343536
36
37
3
8
39
4
0
4
1
4
2
4
3
4
4
41 40 39
38 37 3635 34
444
4
4
5
4
6
4
8
PROP. LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE 1.28 AC
IN-1
MH-1
EX-DI
IN-2
MH-2
IN-3
IN-5
IN-6
IN-8
IN-10
IN-12
YB-1
IN-11
IN-9
IN-7
CO-1CO-2CO-3CO-4
IN-4
PROP. ROOF DRAINS
DO NO
T
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DO NOT ENTER
4
5
46
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4
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45
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41
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44
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43 42
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414243
45
46
45
41
42
47
45
40
40
45
45
REMOVE CURB AND GUTTER AS NEEDED TO
INSTALL SILT AND CONSTRUCTION FENCE
PROP. MATERIAL STOCKPILE AREA
PROP. SILT FENCE PROP. CONSTRUCTION FENCE
CB
CB
CB
CBCB
CBCBCBCB
CB
CB
CB
CB
CB
50.00'
12
.
0
0
'
PROP. CONSTRUCTION ENTRANCE PER
NCDEQ REQUIREMENTS
PROP. CONCRETE WASHOUT
PROP. TIRE WASH PROP. PH1 SKIMMER
BASIN OUTLINE
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:
--
-
-
NOT FOR CONSTRUCTION CS8002
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF15 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
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2
EROSION CONTROL NOTES:
NO ACTIVITIES THAT EXPOSE SOILS SHALL COMMENCE PRIOR TO PRE-CONSTRUCTION MEETING WITH NEW HANOVER COUNTY.
1.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY EROSION AND SEDIMENT CONTROL ORDINANCE.
2.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
3.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10 FEET OF DEPTH REQUIRE ADDITIONAL TERRACING.
4.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3H:1V SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY (TYP).
5.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT
SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE
MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL
LOCATION TO THE EROSION CONTROL INSPECTOR.
6.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
7.ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED.
8.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED
IMMEDIATELY.
9.ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE.
10.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT FOR THE EROSION CONTROL PLAN.
11.SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR OF THE COUNTY ENGINEERING DEPARTMENT TO DISCUSS EROSION
CONTROL MEASURES.
12.PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE ALL TREES, AND
STRUCTURES TO REMAIN AND BE PROTECTED. ALL BUFFERS SHALL BE CLEARLY DELINEATED IN THE FIELD TO BE PROTECTED.
13.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN
SOIL. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDES APPROVED CONSTRUCTION ENTRANCE W/ FENCING AND ORANGE BARRELS.
14.CONTRACTOR SHALL USE PROPOSED CONSTRUCTION ENTRANCE TO BUILD SKIMMER BASIN. THE CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL
THIS BASIN.
15.INSTALL SILT FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION DITCHES, TREE PROTECTION, AND ANY OTHER MEASURES AS SHOWN ON PLANS, CLEARING
ONLY AS NECESSARY TO INSTALL THESE DEVICES.
16.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. THE
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
17.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
18.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.
19.BEGIN GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROL
INSPECTOR.
20.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
CONTROL MEASURES.
21.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN DAYS. REFER TO
EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
22.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
23.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
24.ALL EROSION CONTROL DEVICES SHOULD BE INSPECTED ONCE A WEEK AND AFTER EVERY RAINFALL EVENT OF 1" OR GREATER. IF ANY FAILURES ARE FOUND THEY
SHOULD BE REPAIRED AS SOON AS POSSIBLE.
25.25.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPT. OF AGRICULTURE, NEW HANOVER COUNTY EROSION CONTROL ORDINANCE, AND THE NEW HANOVER LAND DEVELOPMENT STANDARDS.
SEQUENCE OF CONSTRUCTION
PHASE 2
1.SPREAD TOP SOIL ON AREAS THAT HAVE ACHIEVED FINAL SUBGRADE. PERMANENTLY STABILIZE AREAS ONCE FINISH GRADE IS ACHIEVED. IMMEDIATELY
FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY, TEMPORARILY STABILIZE THROUGHOUT CONSTRUCTION ANY
DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE, AND AS DEEMED NECESSARY
BY THE EROSION CONTROL INSPECTOR.
2.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
3.ALL TOPSOIL SHALL BE PLACED IN FILL SLOPES AREA WHEN POSSIBLE.
4.SKIMMER BASIN SHALL REMAIN THE SIZE AND SHAPE AS SHOWN ON SHEET CS8001 UNTIL PROPOSED STORM DRAINAGE, SHOWN ON THIS SHEET, HAS BEEN
INSTALLED AND THE AREAS IDENTIFIED HAVE BEEN STABILIZED AND THE DENUDED AREAS HAVE BEEN REDUCED TO LESS THAN 1 AC.
5.AS CONSTRUCTION COMMENCES, THE CONTRACTOR SHALL ADJUST DIVERSION DITCHES, AS NECESSARY, AS SITE IS BROUGHT TO FINISHED GRADE. CONTRACTOR
SHALL ALSO INSTALL ADDITIONAL EROSION CONTROL MEASURES (INLET PROTECTION, ETC.) AS SHOWN ON SHEETS CS8002 AND AS DEEMED NECESSARY BY THE
EROSION CONTROL INSPECTOR.
6.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 5 CALENDAR DAYS.
REFER TO THE NEW HANOVER COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
7.ONCE AREAS IDENTIFIED ON SHEET CS8002 ARE COMPLETE, THESE AREAS HAVE BEEN ADEQUATELY STABILIZED, AND THE DENUDED AREAS DECREASED BELOW 1
AC, THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE COUNTY INSPECTOR TO REMOVE THE SKIMMER BASIN, REMOVE ASSOCIATED TEMPORARY
DIVERSION DIKES DIVERTING RUNOFF TO SKIMMER 1 AND CONVERT THE SKIMMER BASIN TO THE BMP'S TO COMPLETE THE FINAL LAND DEVELOPMENT WORK.
8.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
9.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.
10.ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. BUT IN NO CASE LESS THAN ONCE EVERY WEEK
AND AFTER EVERY RAIN EVENT GREATER THAN 1.0" OF DEPTH. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
11.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
U.S. DEPT. OF AGRICULTURE, NEW HANOVER COUNTY SEDIMENT AND EROSION CONTROL ORDINANCE, AND THE NEW HANOVER COUNTY LAND DEVELOPMENT
STANDARDS MANUAL.
LIMITS OF DISTURBANCE: 1.28 AC.
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CS8501
BY
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DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF16 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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NOTES:
1.VERIFY WITH ENGINEER AND AUTHORITY HAVING JURISDICTION WHICH DISCHARGES FROM DEWATERING
ACTIVITIES ARE ALLOWED OR ARE NOT ALLOWED NON-STORMWATER DISCHARGES UNDER THE GENERAL
PERMIT AND OTHER REGULATIONS. OBTAIN ALL DEWATERING PERMITS AND AUTHORIZATIONS REQUIRED BY
STATE AND LOCAL REGULATIONS.
2.GC MUST WAIT TO HAVE WRITTEN COPY OF ALL REQUIRED DEWATERING PERMITS AND AUTHORIZATIONS
BEFORE PERFORMING DEWATERING ACTIVITIES.
3.DISCHARGES FROM DEWATERING OPERATIONS MUST BE DIRECTED THROUGH AN APPROPRIATE POLLUTION
PREVENTION/TREATMENT SYSTEM OF CONTROL MEASURES, SUCH AS A SEDIMENT/FILTER BAG, SEDIMENT
TRAP OR SEDIMENT BASIN, AND OTHERS, AS NEEDED, PRIOR TO BEING DISCHARGED FROM THE SITE OR
INTO A WATER BODY OF THE STATE. UNDER NO CIRCUMSTANCES ARE DISCHARGES FROM DEWATERING
OPERATIONS TO BE DISCHARGED DIRECTLY INTO SANITARY SEWER SYSTEMS, STREAMS, RIVERS, LAKES OR
OTHER AREAS BEYOND THE PERMITTED PROJECT AREA. LIKEWISE, DISCHARGES INTO STORM SEWER
SYSTEMS THAT DO NOT DRAIN TO A SUITABLE ON-SITE TREATMENT FACILITY, SUCH AS A BASIN, ARE ALSO
PROHIBITED. DISCHARGES FROM DEWATERING OPERATIONS MUST ALSO BE CONDUCTED IN A MANNER
SUFFICIENT TO PREVENT EROSION FROM THE DISCHARGE RUNOFF.
4.IN SEDIMENT TRAP OR BASIN OR POND DEWATERING OPERATIONS, WATER MUST ONLY BE REMOVED FROM
THE SURFACE OF THE CONTAINED WATER. A SKIMMER OR SIMILAR FLOATING DEVICE MUST BE USED, TO
ONLY REMOVE THE WATER AT THE SURFACE.
5.DO NOT DISCHARGE ON A SLOPE GREATER THAN THREE PERCENT NOR WITHIN 20 FEET OF A SURFACE
WATER BODY.
6.DEWATERING SHALL NOT OCCUR DURING OR IMMEDIATELY AFTER PRECIPITATION EVENTS, BUT
EXCEPTIONS SHALL BE EVALUATED ON CASE BY CASE BASIS. CONTACT THE ENGINEER AND AUTHORITY
HAVING JURISDICTION
NOTES:
1.ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS
INFEASIBLE OR UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF
SPACE IS NOT AVAILABLE ON-SITE FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO
REMAIN UNDER POST-CONSTRUCTION CONDITIONS. ).
2.ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF
THE STOCKPILE MUST BE PROPERLY PROTECTED TO ELIMINATE THE RISK OF EROSION. SEE TEMPORARY
SEEDING OR STABILIZATION DETAIL. SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH
AS PROPERLY ANCHORED PLASTIC TARPS.
3.PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT
CONTACT WITH STORMWATER, INCLUDING RUN-ON.
4.STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS
FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
5.STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS.
NOTES:
1.LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES
BEING PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT
UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM
BECOMING AIRBORNE, AND FROM EXITING THE SITE PERIMETER.
WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO
MINIMIZE DUST GENERATED ON THE SITE. TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT
DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR
DUST CONTROL APPLICATIONS.
2.DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE
FEDERAL, LOCAL AND STATE DUST CONTROL REGULATIONS.
3.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION
OPERATIONS IS PROHIBITED.
4.IN ADDITION TO BMPS, GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND
PREVENT AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING.
NOTES:
1.USING WATER FROM BASINS, TRAPS, TANKS, OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION
MINIMIZES DISCHARGES FROM THE SITE, AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION
PROJECT, SUCH AS DUST CONTROL, VEGETATIVE ESTABLISHMENT, ETC.
2.CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON-SITE FOR CONSTRUCTION
PURPOSES DOES NOT DISCHARGE OFF-SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING
PROCEDURES STATED IN THE DEWATERING DETAIL MUST BE FOLLOWED.
3.GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN
IMPOUNDMENTS AND TO FOSTER VEGETATION GROWTH.
NOTES:
1.STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM
DRAIN INLETS.
2.TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED.
3.TO PREVENT CLOGGING, STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY.
4.CHECK ALL TEMPORARY CONTROL MEASURES DAILY, AND AFTER EACH STORM EVENT.
5.CONTROL MEASURES MUST BE BUILT PER DETAIL AND PLANS, AND MUST BE IN GOOD WORKING CONDITION
AT ALL TIMES.
NOTES:
1.MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER.
INSPECTIONS SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE
EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE
SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALS MUST BE COVERED OR
ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE
CONSTRUCTED, IF NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. GC SHALL ADHERE TO
ALL STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS.
2.CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIALS MUST BE STORED IN
WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTAINERS AND THE CONTENTS MUST BE
KEPT IN TRUCKS OR INSIDE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE
COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND
CHEMICAL DISPOSAL FACILITY.
NOTES:
1.ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL
SANITARY OR SEPTIC SYSTEM REGULATIONS. PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET
FROM INLETS, CHANNELS, SWALES, OR PERMITTED LIMITS OF DISTURBANCE, AND MUST BE LOCATED AT
LEAST 50 FEET FROM WATERS OF THE STATE, OR WATERS OF THE U.S.. PORTABLE TOILETS MUST BE
SECURELY ANCHORED AND/OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL
CAPACITY SHALL BE RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF
SANITARY FACILITIES SHALL BE SHOWN ON THE SITE MAPS.
NOTES:
1.SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE
CONTROLLED BY ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE. IN
THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER
CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT, AND ACCORDING WITH THE REGULATIONS.
2.NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE
WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE
CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH, TRASH,
GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.
MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR
STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. THE CONTAINERS SHALL
BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN THOSE BECOME 95% FULL, OR AS NECESSARY, BY A
CERTIFIED TRASH DISPOSAL SERVICE. LIDS OR COVERS FOR THE CONTAINERS SHALL BE PROVIDED FOR
USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH STORMWATER. WASTES THAT CANNOT BE
STORED IN A CONTAINER MUST BE STORED UNDER COVER OR INDOORS. THE LOCATION OF SOLID WASTE
RECEPTACLES SHALL BE SHOWN ON THE SITE MAPS.
NOTES:
1.CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS
WASTES.
2.HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED
ACCESS.
3.HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
4.HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS.
NOTES:
1.CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY-MIX TRUCKS, MASONRY
OPERATIONS, AND SIMILAR WASTE.
2.DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS
ALLOWED AT THE CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE
CONCRETE WASHOUT CONTAINERS ARE ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC AND
CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE, AND MUST BE LOCATED OUTSIDE OF VEGETATED BUFFERS AND
AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES.
PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY MANAGE BOTH, SOLID
AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR
EXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY 85% TO PREVENT ANY POTENTIAL OVERFLOW
IN A STORM EVENT.
3.ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND/OR OTHER
USEFUL CONCRETE PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN
ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE
FOR ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL REGULATIONS ARE
FOLLOWED. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWN ON THE SITE MAPS.
DEWATERING
STOCKPILES
DUST CONTROL
IRRIGATION OR DISPERSION
INLET PROTECTION
SOLID WASTE DISPOSAL
CEMENT AND CONCRETE WASHOUT
HAZARDOUS WASTE DISPOSAL
SANITARY FACILITIES
MATERIAL LAYDOWN AND STORAGE AREA
NOTES:
1.THE GC SHALL IDENTIFY MASONS' AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL,
ALL MASONRY TOOLS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS,
MIX, AND EQUIPMENT SHALL BE LOCATED WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO
WEATHER ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF EACH WORK DAY; SUCH
MATERIALS SHALL REMAIN STORED IN CONTAINERS WHEN NOT IN USE.
2.RUNOFF CONTROL, SUCH AS DIVERSION BERMS, SILT FENCE, SILT DIKE, OR OTHER MEANS OF
CONTAINMENT SHALL BE PROVIDED TO PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM
THE MASONS' AREA. COVERED RECEPTACLES FOR DEBRIS AND TRASH DISPOSAL SHALL ALSO BE
PROVIDED.
3.THE MASONS' AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL
PROTECTIVE EQUIPMENT (PPE), FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER
TECHNOLOGIES FOR MASONS' AREA TO PREVENT AIRBORNE TRANSPORT OF CEMENT DUST AND OTHER
PARTICULATES DUE TO HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF THE MASONS' AREA
SHALL BE SHOWN ON THE SITE MAPS.
MASONS' AREA
NOTES:
1.CONSIDERATION MUST BE GIVEN TO ANTICIPATED CLIMATE AND SEASONAL CONDITIONS WHEN PLANTING
SEED.
2.SEED SHALL BE FREE OF WEEDY SPECIES AND APPROPRIATE FOR SITE SOILS AND REGIONAL CLIMATE.
SEED AND MULCH PER THE CONSTRUCTION DRAWINGS IMMEDIATELY AFTER TOPSOIL IS APPLIED AND FINAL
GRADE IS REACHED.
3.THE SITE HAS ACHIEVED FINAL STABILIZATION ONCE ALL AREAS ARE COVERED WITH BUILDING FOUNDATION
OR PAVEMENT, OTHER LANDSCAPING COVER (STONE, MULCH, ETC.), OR HAVE A STAND OF GRASS WITH A
MINIMUM OF 80 PERCENT DENSITY OVER THE ENTIRE VEGETATED AREA, OR GREATER IN ACCORDANCE
WITH THE GENERAL PERMIT REQUIREMENTS.
4.VEGETATED AREAS MUST BE WATERED, FERTILIZED, AND RESEEDED AS NEEDED TO ACHIEVE THIS
REQUIREMENT.
5.THE VEGETATIVE DENSITY MUST BE MAINTAINED THROUGH PROJECT COMPLETION TO BE CONSIDERED
STABILIZED. AREAS PROTECTED BY EROSION CONTROL BLANKETS ARE NOT PERMANENTLY STABILIZED
UNTIL THE APPLICABLE GENERAL PERMIT REQUIREMENT FOR FINAL VEGETATIVE DENSITY IS ACHIEVED.
6.RIP-RAP, MULCH, GRAVEL, DECOMPOSED GRANITE OR OTHER EQUIVALENT PERMANENT STABILIZATION
MEASURES MAY BE EMPLOYED IN LIEU OF VEGETATION BASED ON SITE-SPECIFIC CONDITIONS, DESIGN AND
GOVERNING AUTHORITY APPROVAL.
7.ALL VEGETATED AREAS SHALL BE INSPECTED REGULARLY TO CONFIRM THAT A HEALTHY STAND OF GRASS
IS MAINTAINED.
SEEDING/VEGETATION REQUIREMENTS
NOTES:
1.THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER
ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY
CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE .
2.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER (SUCH AS THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY
MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS) AS SOON AS PRACTICABLE
BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. (PER NC
GENERAL PERMIT - NCG 010000)
3.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER (SUCH AS THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY
MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS) AS SOON AS PRACTICABLE
BUT IN ANY EVENT WITHIN 21 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.(PER NCDEQ
SECTION 6.01 OF PRACTICE STANDARDS AND SPECIFIACTIONS)
4.THE GC HAS 21 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING,
MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF
VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL
NON-VEGETATED MEASURES, IF UTILIZED.
5.ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST-GERMINATING ANNUAL
GRASS/GRAIN VARIETIES APPROPRIATE FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR
ALL SEEDING APPLICATIONS, AND ALL MULCH APPLICATIONS MUST INCLUDE A SUITABLE FORM OF MULCH
ANCHORING TO MINIMIZE MOVEMENT OF MULCH BY WIND OR WATER.
6.ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED MULCH APPLICATION (WITHOUT
SEEDING), MAY BE UTILIZED DURING PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY (E.G. WINTER
MONTHS).
7.IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY TIME DURING THE YEAR,
REGARDLESS OF WEATHER/TEMPERATURE/SITE CONDITIONS.
8.ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY
MULCH, WOOD CELLULOSE FIBER MULCH, SPRAY-ON SOIL GLUES/BINDERS, AND ROLLED EROSION CONTROL
PRODUCTS.
9.ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM) STATUS ISSUED BY THE
EROSION CONTROL TECHNOLOGY COUNCIL (ECTC) PLUS ANY STATE OR AGENCY-SPECIFIC REQUIREMENTS.
EVIDENCE OF QDOR(TM) APPROVAL SHALL ACCOMPANY THE PRODUCT SHIPPED TO THE JOBSITE FOR
READY IDENTIFICATION BY THE CONTRACTOR OR AGENCY INSPECTOR.
10.ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS, TURF REINFORCED MATS) AND VEGETATED
AREAS NOT MEETING REQUIRED VEGETATIVE DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED
DAILY. RILING, RUTTING AND OTHER SIGNS OF EROSION INDICATE THE SPECIFIED EROSION CONTROL
DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND/OR ADDITIONAL EROSION CONTROL DEVICES
ARE WARRANTED.
NOTES:
1.PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL
WITH PAVEMENT, BUILDING STRUCTURES, VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION.
2.THE GC IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON
REACHING FINAL GRADE.
3.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER (SUCH AS THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY
MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS) AS SOON AS PRACTICABLE
BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. (PER NC
GENERAL PERMIT - NCG 010000)
4.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER (SUCH AS THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY
MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS) AS SOON AS PRACTICABLE
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.(PER NCDEQ
SECTION 6.01 OF PROCTICE STANDARDS AND SPECIFICATIONS)
5.THE GC HAS 21 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING,
MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF
VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETELY INSTALL
NON-VEGETATED MEASURES, IF UTILIZED.
SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED.
6.AT THE COMPLETION OF GROUND-DISTURBING ACTIVITIES, THE ENTIRE SITE MUST HAVE PERMANENT
VEGETATIVE COVER MEETING VEGETATIVE DENSITY REQUIREMENTS IN THE GENERAL PERMIT, OR MULCH
PER LANDSCAPE PLAN, IN ALL AREAS NOT COVERED BY HARDSCAPE (STONE, PAVEMENT, BUILDINGS, ETC.).
7.SEEDED AREAS SHALL BE PROTECTED WITH STRAW MULCH, HYDRAULIC MULCH OR A ROLLED EROSION
CONTROL PRODUCT. STRAW MULCH MUST BE TACKIFIED OR CRIMPED BY DISC OR OTHER MACHINERY, AND
ROLLED EROSION CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS.
ONLY ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW CONVEYANCES.
8.ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH, PH AND ORGANIC CONTENT REQUIREMENTS.
9.FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT
STABILIZATION WITH A UNIFORM DENSITY GREATER THAN 80 PERCENT OVER THE ENTIRE AREA TO BE
STABILIZED BY VEGETATIVE COVER. THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK
(CRUSHED GRANITE, GRAVEL, ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A BUILDING OR OTHER
PERMANENT STRUCTURE ON THEM.
10.PRIOR TO PLACEMENT OF ORDER AND INSTALLATION, CONTRACTOR SHALL SUBMIT TO THE OWNER AND
ENGINEER OF RECORD FOR APPROVAL THE SOD AND SEED MIX PROPOSED (INCLUDING SEEDING RATE) FOR
INSTALLATION.
TEMPORARY SEEDING OR STABILIZATION
PERMANENT SEEDING, SOD OR MULCHING
TEMPORARY
STOCKPILE DETAIL
NOT TO SCALE
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CS8502
BY
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DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF17 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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TREE PROTECTION FENCE
SEE NOTE #3.
TYPICAL FENCING FABRIC
1.
1
"
4'
10' MAX
SPACING
BETWEENSUPPORTS
BU
R
Y
3'
OR 2" X 4"
(AS NEEDED)
METAL "T" POST
EXISTING TREE 4.2"
NOTES:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL AS SHOWN ON PLANS.
2. ATTACH AT 10' MAXIMUM INTERVALS TO 2x4 POSTS. DO NOT STAPLE
TO TREES.
3. FENCE MATERIAL SHALL BE 'TENSAR' HIGH STRENGTH POLYMER GEOGRID
FABRIC BY TENSAR CORPORATION, MORROW, GEORGIA, OR EQUAL, BRIGHT
ORANGE COLOR.
4. AT 100' O.C., PLACE SIGNS IN ENGLISH AND SPANISH:
"NO TRESPASSING - TREE PROTECTION AREA" and
"PROHIBIDO ENTRAR - ZONA PROTECTORA PARA LOS ARBOLES"
5. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE PROJECT
MANAGER AND THE TOWN'S LANDSCAPE ARCHITECT BEFORE ANY SITE WORK BEGINS.
6. ANY TREE ROOTS EXPOSED BY CONSTRUCTION SHALL BE SEVERED CLEANLY WITH
A PRUNING TOOL.
7. THE SOIL WITHIN THE PROTECTED AREA AROUND EXISTING TREES SHALL NOT BE
DRIVEN UPON AFTER FENCE REMOVAL FOR THE PURPOSE OF INSTALLING LANDSCAPING.
8. (2) LANDSCAPE SUPERVISORS ARE REQUIRED TO COMPLETE THE TOWN’S TREE PROTECTION FENCE SEMINAR.
NO TRESPASSING
TREE PROTECTION AREA
PROHIBIDO ENTRAR
ZONA PROTECTORA
PARA LOS ÁRBOLES
N.T.S.
TEMPORARY DIVERSION
BERM DETAIL
1. ACTUAL LAYOUT DETERMINED IN THE
FIELD.
2. SIGNAGE IDENTIFYING THE CONCRETE
WASHOUT AREA SHALL BE INSTALLED
WITHIN 5FT.OF THE WASHOUT FACILITY.
NOTES:
B
EARTHEN BERM
B
SECTION B-B
NOT TO SCALE
PERMEABLE
GEOTEXTILE FABRIC
CONCRETE WASHOUT
TYPE "ABOVE GRADE" WITH EARTHEN BERMS
STAPLES EARTHEN BERM
PLYWOOD PAINTED
WHITE
LETTERSLAG SCREWS
WOOD POST
CONCRETE WASHOUT
SIGN (OR EQUIVALENT)
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CS8503
BY
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DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF18 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
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Sign
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Patio Area
CO
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8 Spaces
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4 Spaces
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Two Story Brick-Veneer Building
6,675 Sqft±
x26' High
54
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7
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114.1'
12
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42
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MA
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8 OAK
24 OAK 8 OAK
8 OAK8 OAK
24 OAK (DBL)
18 OAK (DBL)
8 OAK
12 OAK
8 OAK
8 OAK
12 CMYRTLE
12 CMYRTLE
9 OAK
8 OAK
8 OAK
8 OAK
8 OAK 9 OAK
7 LIVE OAK
7 LIVE OAK
12 LIVE OAK8 LIVE OAK12 LIVE OAK
12 LIVE OAK
8 LIVE OAK
24 CMYRTLE
10 CMYRTLE
12 OAK
7 LIVE OAK9 LIVE OAK
8 OAK8 OAK
12 OAK
9 OAK 24 OAK (DBL)
15 LIVE OAK
8 CMYRTLE
BUILDING HEIGHT
66.62'
BUILDING HEIGHT
71.90'
12 LIVE OAK
10 OAK
8 LIVE OAK
CMYRTLE
CMYRTLE
8 PINE
8 PINE
DBL OAK 18
10 CMYRTLE8 CMYRTLE
12 JAP MAPLE LP TANK
TBM A
ELEV= 45.17
TBM B
ELEV= 39.77
GREASE
TRAP
T
O
P
O
F
B
A
N
K
TO
P
O
F
B
A
N
K
BO
T
T
O
M
O
F
B
A
N
K
BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
BACK WATER
FLOW VALVE
PUMP HOUSE
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
18
.
0
0
'
14
.
0
0
'
10
.
0
0
'
12.00'
3'R
3'R
24
.
0
0
'
5.00'15.00'
8.50'
14
.
0
0
'
14
.
0
0
'
10'R
10'R
1
0'R
15'R
10'R
10
'R20'R
20'R
24
.
0
0
'
TAKE 5 CAR WASH
EXPRESS 110' TUNNEL
50'R
8.50'
10'R
3'R
2 4'R
2 5 'R
5'R5'R
1
0'R
3 'R
24'R
10'R
8'R
3'R
10'R
5'R
5'R
5'R
25.00'
15.00'
7
DO NOT
E
N
T
E
R
DO NOT ENTER
2'R
10'R
8.00'
8.00'
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--
-
-
NOT FOR CONSTRUCTION CS9201
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF19 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
B
Y
C
O
N
T
R
A
C
T
O
R
AN
D
O
W
N
E
R
M
U
S
T
B
E
N
O
T
I
F
I
E
D
O
F
A
N
Y
DI
S
C
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P
A
N
C
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S
B
E
F
O
R
E
P
R
O
C
E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 20'40'
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
54
3
0
W
a
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P
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B
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Su
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1
0
6
Ra
l
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,
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2
7
6
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7
T
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9
.
9
2
9
.
1
1
7
3
F
91
9
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4
9
3
.
6
5
4
8
Fi
r
m
L
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e
F-
1
2
6
7
N
O
R
T
H
TA
K
E
5
C
A
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W
A
S
H
82
3
2
M
A
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K
E
T
S
T
R
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E
T
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L
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I
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T
O
N
,
N
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2
8
4
1
1
44
0
S
O
U
T
H
C
H
U
R
C
H
S
T
R
E
E
T
,
S
U
I
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E
7
0
0
CH
A
R
L
O
T
T
E
,
N
C
2
8
2
0
2
DR
I
V
E
N
B
R
A
N
D
S
PR
E
/
P
O
S
T
D
E
V
E
L
O
P
M
E
N
T
I
M
P
E
R
V
I
O
U
S
A
R
E
A
TOTAL AREA: 65,575.35 SF (1.51 AC.)
IMPERVIOUS AREA: 38,345.56 SF (0.88 AC.)
PERVIOUS AREA: 27,229.79 SF (0.63 AC.)
PRE-DEVELOPMENT IMPERVIOUS AREA PLAN
POST DEVELOPMENT IMPERVIOUS AREA PLAN
TOTAL AREA: 65,575.35 SF (1.51 AC)
IMPERVIOUS AREA: 25,775.84 SF (0.59 AC)
PERVIOUS AREA: 39,799.51 SF (0.92 AC)
3'R
3'R
10'R
10'R
10'R
15'R
10'R
10
'R20'R
20'R
TAKE 5 CAR WASH
EXPRESS 110' TUNNEL
50'R
10'R
3'
R
2 4'R
2 5 'R
5'
R
5'R
1
0'R
3 'R
24'R
10'R
8'R
3'R
10'R
5'R
5'R
5'R
PROP. PROPERTY LINE
(1.51 AC)
DO NOT
E
N
T
E
R
DO NOT ENTER
2'R
10'R
IN-1
MH-1
EX-DI
IN-2
MH-2
IN-3
IN-5
IN-6
IN-8
IN-10
IN-12
YB-1
IN-11
IN-9
IN-7
CO-1CO-2CO-3CO-4
IN-4
PROP. ROOF DRAINS
4
5
46
40
41 41
4
1
42
4
3
42
43
44
45
4
24
3
44
45
44
44
41
44
46
41
4
4
44
44
43
42
42
43
41
4243
45
46
45
41
42
47
45
40
40
45
45
Ove
r
h
e
a
d
P
o
w
e
r
GM
CO
CO
FH
T
T
T
D
r
a
i
n
a
g
e
P
o
n
d
Ove
r
h
e
a
d
P
o
w
e
r
MA
R
K
E
T
S
T
R
E
E
T
US
H
I
G
H
W
A
Y
#
1
7
B
U
S
10
0
'
R
/
W
8 LIVE OAK
8 PINE
8 PINE
DBL OAK 18
15" CMP
DI
RIM= 45.63
INV (NW)= 39.59
INV (N)= 41.59
INV (SE)= 39.44
INV (S)= 41.45
48" C
M
P
48" CM
P
DI
RIM= 42.47
INV (NW)= 36.56
INV (SE)= 36.39
MH
RIM= 46.93
INV= 40.11
48" CMP
15"
C
M
P
INV= 34.61
RIM= 34.04
INV=31.84 INV= 31.63
INV= 32.59
4
8
"
C
M
P
E
O
I
CI
RIM= 38.18
STRUCTURE
FULL, CANNOT
SEE PIPE
SSMH
RIM= 47.29
INV (IN)= 29.09
INV (OUT)= 28.39
10
"
D
I
P
EO
I
GREASE
TRAP
CI
RIM= 45.73
INV= 41.87
1
5
"
C
P
P
CI
RIM
=
3
9
.
1
0
INV
(
N
W
)
=
3
4
.
7
3
INV
(
N
E
)
=
3
4
.
6
8
48
"
R
C
P
E
O
I
48" CMP
T
O
P
O
F
B
A
N
K
TO
P
O
F
B
A
N
K
B
O
T
T
O
M
O
F
B
A
N
K
BOTTOM
OF BANK
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
30.00
2
0
.
0
0
APPROXIMATE DUKE ENERGY PROGRESS
EASEMENTS PER DB6096; PG1312
DRAINAGE TO: CO-1
DRAINAGE AREA: 0.03 AC
IMPERVIOUS: 0.03 AC
PERVIOUS: 0.00 AC
DRAINAGE TO: CO-2
DRAINAGE AREA: 0.04 AC
IMPERVIOUS: 0.04 AC
PERVIOUS: 0.00 AC
DRAINAGE TO: CO-3
DRAINAGE AREA: 0.03 AC
IMPERVIOUS: 0.03 AC
PERVIOUS: 0.00 AC
DRAINAGE TO: IN-3
DRAINAGE AREA: 0.05 AC
IMPERVIOUS: 0.04 AC
PERVIOUS: 0.01 AC
DRAINAGE TO: IN-4
DRAINAGE AREA: 0.02 AC
IMPERVIOUS: 0.02 AC
PERVIOUS: 0.00 AC
DRAINAGE TO: IN-5
DRAINAGE AREA: 0.12 AC
IMPERVIOUS: 0.11 AC
PERVIOUS: 0.01 AC
DRAINAGE TO: IN-6
DRAINAGE AREA: 0.06 AC
IMPERVIOUS: 0.03 AC
PERVIOUS: 0.03 AC
DRAINAGE TO: IN-7
DRAINAGE AREA: 0.09 AC
IMPERVIOUS: 0.088 AC
PERVIOUS: 0.002 AC
DRAINAGE TO: IN-8
DRAINAGE AREA: 0.06 AC
IMPERVIOUS: 0.04 AC
PERVIOUS: 0.02 AC
DRAINAGE TO: IN-9
DRAINAGE AREA: 0.10 AC
IMPERVIOUS: 0.097 AC
PERVIOUS: 0.003 AC
DRAINAGE TO: IN-10
DRAINAGE AREA: 0.04 AC
IMPERVIOUS: 0.03 AC
PERVIOUS: 0.01 AC
DRAINAGE TO: IN-11
DRAINAGE AREA: 0.12 AC
IMPERVIOUS: 0.114 AC
PERVIOUS: 0.006 AC
DRAINAGE TO: IN-12
DRAINAGE AREA: 0.08 AC
IMPERVIOUS: 0.03 AC
PERVIOUS: 0.05 AC
DRAINAGE TO: YB-1
DRAINAGE AREA: 0.07 AC
IMPERVIOUS: 0.00 AC
PERVIOUS: 0.07 AC
U:
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:
--
-
-
NOT FOR CONSTRUCTION CS9202
BY
NO
.
DA
T
E
RE
V
I
S
I
O
N
S
DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF20 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
L
D
I
M
E
N
S
I
O
N
S
M
U
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T
B
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B
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A
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E
P
R
O
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E
E
D
I
N
G
W
I
T
H
W
O
R
K
00 20'40'
PE
N
N
O
N
I
A
S
S
O
C
I
A
T
E
S
I
N
C
.
54
3
0
W
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P
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9
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9
2
9
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7
3
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9
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4
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3
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6
5
4
8
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F-
1
2
6
7
N
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T
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TA
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E
5
C
A
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W
A
S
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82
3
2
M
A
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2
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4
1
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44
0
S
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S
U
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7
0
0
CH
A
R
L
O
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T
E
,
N
C
2
8
2
0
2
DR
I
V
E
N
B
R
A
N
D
S
PO
S
T
D
E
V
E
L
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T
I
N
L
E
T
D
R
A
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N
A
G
E
A
R
E
A
M
A
P
MB
S
4
2
°
3
1
'
4
5
"
W
15
7
.
0
9
'
S 50°36'13" E
535.84'
15
7
.
1
5
'
(
R
)
S 51°18'13" E
536.16'(R)
N 45°18'27" W
466.61'(R)
FH
T
T
T
MB
S
4
2
°
3
1
'
4
5
"
W
15
7
.
0
9
'
S 50°36'13" E
535.84'
N 44°36'43" W466.52'
1.505 Acres ±
65575.3 Sq. Feet ±
S 51°18'13" E
536.16'(R)
N 45°18'27" W
466.61'(R)
US
H
I
G
H
W
A
Y
#
1
7
B
U
S
10
0
'
R
/
W
DBL OAK 18
10
"
D
I
P
EO
I
SSMH
RIM= 48.71
INV (IN)= 29.51
INV (OUT)= 29.46
10
"
D
I
P
LP TANK
TBM A
ELEV= 45.17
TBM B
ELEV= 39.77
GREASE
TRAP
TO
P
O
F
B
A
N
K
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
@1+08.3
1.13' Lt
FOUND 2"
IRON PIPE
UNKNOWNFOUND
IRON PIN
FOUND
IRON PIPE
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
2
0
.
0
0
4
5
4
4
444
6474
7
474
8
44
43 42
45
43
42
41
4
8
4
7
4
6
4
7
46
45
44
43
42
41
4
0
3
9
3
8
3
7
3
6
35
3433
3
8
39
4
0
4
1
4
2
4
3
4
4
41 40 39
38 37 3635 34
4444
4
5
4
6
4
8
DO NOT
E
N
T
E
R
DO NOT ENTER
Rear-Load Garba
g
e
T
r
u
c
k
FH
T
T
T
1.505 Acres ±
65575.3 Sq. Feet ±
US
H
I
G
H
W
A
Y
#
1
7
B
U
S
10
0
'
R
/
W
DBL OAK 18
10
"
D
I
P
EO
I
SSMH
RIM= 48.71
INV (IN)= 29.51
INV (OUT)= 29.46
10
"
D
I
P
LP TANK
TBM A
ELEV= 45.17
TBM B
ELEV= 39.77
GREASE
TRAP
TO
P
O
F
B
A
N
K
TOP OF BANK
BOTTOM OF BANK
EVIRF
EVIPF
EVIRF
EVIPF
10' WIDE WATER AND SEWER
UTILITY EASEMENT; BK5255 PG445
2
0
.
0
0
4
5
4
4
444
6474
7
474
8
44
43 42
45
43
42
41
4
8
4
7
4
6
4
7
46
45
44
43
42
41
4
0
3
9
3
8
3
7
3
6
35
3433
3
8
39
4
0
4
1
4
2
4
3
4
4
41 40 39
38 37 3635 34
4444
4
5
4
6
4
8
DO NOT
E
N
T
E
R
DO NOT ENTER
Pu
m
p
e
r
F
i
r
e
T
r
u
c
k
EX. FIRE HYDRANT
274' HYDRANT TO BLDG EXTENTS
266' HYDRANT TO BLDG EXTENTS
143' FIRE APPARATUS
ACCESS TO BLDG EXTENTS
141' FIRE APPARATUS
ACCESS TO BLDG EXTENTSPROP. FIRE APPARATUS ACCESS ROAD
150.00'
40
8 22
Pumper Fire Truck
Overall Length 40.000ft
Overall Width 8.167ft
Overall Body Height 7.745ft
Min Body Ground Clearance 0.656ft
Track Width 8.167ft
Lock-to-lock time 5.00s
Max Wheel Angle 45.00°
U:
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:
--
-
-
NOT FOR CONSTRUCTION CS9801
BY
NO
.
DA
T
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V
I
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DRVBR22040
AS SHOWN
DTR
01/18/2022
ESM
SHEET
APPROVED BY
OF21 21
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
AL
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00 30'60'
PE
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00 30'60'
N
O
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T
H
GARBAGE TRUCK TURN PLAN
1" = 30'
FIRE APPARATUS ACCESS ROUTE
1" = 30'