SW7070910_APPROVED PLANS_20170911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7y7&'?h
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEl%('�`%
YYYYMMDD

DEVELOPER:
OVERLOOK HOLDINGS, LLC
503 W THURMAN ROAD
NEW BERN, NC 28562
ENGINEER (CIVIL
PARAMOUNTE ENGINEERING, INC.
122 Cinema Drive
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, P.E. [phone]
NOTICE REQUIRED
PLANS FOR:
VERDANT- CARO INA
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
COLOURS
CRAVEN COUNTY, NC
AUGUST 2017
PREPARED FOR:
OVERLOOK HOLDINGS, LLC,
503 W THURMAN ROAD
NEW BERN, NC 28562
PH: [phone]
I
VICINITY MAP
SCALE: V = 2000'
PREPARED BY:
JL I--v NTE
E N G 1 N E E FZ 1 N G, i N C.
122 Cinema Drive
Wilmington, North Carolina 28403
[phone] (0) [phone] A
PROJECT # 17136.PE
NORTn r. 1IENTAL
MANAGEMitN
DIVISION OF WATER C.UAL.1"Y
SU7a7�910 0JQ
CAROLINA COLOURS
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SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
NOTES
C-2.0 - C2.1
SITE PLAN
C-3.0
GRADING AND DRAINAGE PLAN
C-3.1
DRAINAGE AREA MAP
C4.0 - C-4.1
EROSION CONTROL PLANS
C-6.0 - C-6.1
DETAILS
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028847
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08/23/17
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_ _ _ _ _ _ _ _
NC ACCESSIBILITY NOTES
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH
DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY
REQUIREMENTS.
PARAMOUNTE ENGINEERING, INC. (PEI) HAS DEVELOPED THESE NOTES AND DETAILS
TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN
TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION, PEI HAS MADE A POINT IN
THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES /
GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1 AND
APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND
DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE
OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN
THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PEI OR
OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN
RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES
AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND
DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT
DETAILS FOR ADDITIONAL INFORMATION.
ACCESSIBLE ROUTE NOTES
1. AT LEAST ONE ACCESSIBLE ROUTESH
ALL BE PROVIDED WITHIN THE SITE FROM
ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC
STREETS OR SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE
BUILDING OR FACILITY ENTRANCE THEY SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,
ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE
ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A
MAXIMUM RUNNING SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING
SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR
RAMPS OR CURB RAMPS.
S. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE
FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL
CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE
FOURTY-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE
HANDRAILS ARE PROVIDED INC BUILDING CODE 1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT
THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE
FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES
MINIMUM DURING THE TURN, AND FORTY-TWO (42) IN
CHES MINIMUM LEAVING THE
TURN, THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX
(36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES
MINIMUM..' SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE
ROUTES"
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES
SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET
MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY
(60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT
PROVIDE A COMPLIANT TSHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF
THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INC
HES MINIMUM BEYOND THE
INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
NORTH CAROLINA BUILDING CODE/ ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE
BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE DRAINAGE INLETS SHALL NO
T BE LOCATED ON AN ACCESSIB
LE
ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE
ROUTE, THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), A117.1. THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS
RAMP NOTES
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%
SHALL BE CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33 % AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC
BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE
CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS
SHALL HAVE A SLOPE NOT STEEPER THAN 2.0Yo IN ANY DIRE
CTION. THE LANDING
CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE
LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM.
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR
Y SIXTY 60 INCHES MINIMUM.
OF SIXTY 60 INCHES B S LANDING( )
6. RAMP RUNS WITH A RISE GREATER THAN SO( (6) IN
CHES SHALL HAVE HANDRAIL
S ON
BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP
RESISTANT.
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE
OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE
LOCATED ADJACENT TO A RAMP LANDING MANEUVERING
CLEARANCES REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP
THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE
ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT
TURNING SPACE.
NC ACCESSIBILITY NOTES (CONY
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT
SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS
SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE
OF FLARED SIDES, IF PROVIDED. -NOTE NC BUILDING CODE REQUIRES EXTERIOR
ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE (1104.1 & 1104.2).-
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH
OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF
THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED
SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN
2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,
OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE
FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR
PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY
CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION
BY PARKED VEHICLES.
CURB RAMPS WITH
9. IT IS RECOMMENDED TO PROVIDE H A TWENTY-FOUR24 INCH T
DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117A, EXTENDING THE FULL
WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
PLACEMENT, ORIENTATION AND NOTES. THE NC BUILDING CODE DOES NOT
CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 2010 ADA
STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, % INCH WIDE BY %
INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED
ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK.
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB
RAMPS AND NOT IN THE RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
7_1 I:(I:CCI&9]_Cy=1:101L*i
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE
ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING
ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE.
ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR
ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING
SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE
FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR
ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,
MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE
DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE
NC D WITH PROVISIONS
BUILDING OR FACILITY ENTRANCE AN SHALL COMPLY
FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE
ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS
PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY
SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL
BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR
ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE
PASSENGER SIDE OF THE PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL
AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
EXCEEDING 2.0% IN ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH
OF AN ACCESSIBLE ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES
MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES
INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE
PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING
ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF SIGNS SHALL BE INSTALLED AT A
MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT
INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED
WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH
BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE
SECTION 1106ASHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA
GENERAL STATUTE 20-37.6 AND 136.30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC
CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO
INDICATE THE MAXIMUM PENAL
TY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL
SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN
BE DISTINGUISHED FROM PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE
THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE
VEHICLE PULL-UP SPACE THEY SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE
VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL
WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES
SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE.
CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM
SHALL BE STABLE, FIRM AND SLIP RESISTANT.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE
FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER
LOADING ZONE TO A VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL
CLEARANCE OF ONE HUNDRED FOURTEEN (1 14) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING
CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1
AND SHALL BE ON AN ACCESSIBLE ROUTE.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
300 UWACRE 1 D-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LWACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND 50
COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE GRAIN
Seeding dates
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15-DEC. 30-FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
DEMOLITION NOTES:
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS
WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED
AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND
GRADING AND AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO
THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO
COST TO OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT
SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS
BY THE CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING
CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT
APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR
DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL..
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND
UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER
UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS
TO BE DEMOLISHED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND
FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE
RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND
ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
COMMENCING CONSTRUCTION.
4. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET,
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM
ENTERING THE DRAINAGE SYSTEM.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
6. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN(S) TO THE WET DETENTION POND(S)
ONCE THE ENTIRE DRAINAGE BASIN IS FULLY STABILIZED. THE CONTRACTOR SHALL REMOVE
ANY SEDIMENT FROM THE POND AND ESTABLISH THE FINAL POND BOTTOM ELEVATION. ONCE
ALL CONSTRUCTION IS FINISHED WITHIN THE POND DRAINAGE AREA THE CONTRACTOR SHALL
REMOVE THE SKIMMER TO COMPLETE THE WET POND CONSTRUCTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NCDEQ.
9. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDEQ, THE CONTRACTOR CAN
REMOVE TEMPORARY EROSION CONTROL MEASURES.
10. THE CONTRACTOR SHALL CONTINUE TO WATER FERTILIZE MOW AND MAINTAIN SPRIGGED
SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS INCLUDING BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
NCDENR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
AREA. (NO SEPARATE PAYMENT).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS
USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
5. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT 6 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
6. TEMPORARY DIVERSION DITCHES - INSPECT DITCHES WEEKLY AND AFTER EVERY RAINFALL
EVENT, REPAIR IMMEDIATELY AS NECESSARY. INSPECT THE CHANNEL OUTLET AND ALL ROAD
CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL
SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY.
7. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE
SURE THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH
TRASH OR SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON
THE BOTTOM IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO
PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
8. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT
THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP
RAP LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT
VEGETATIVE COVER.
9. SEDIMENT TRAPS / BASINS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. THE ROCK
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN
THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED PROMPTLY IF THEY
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED FROM
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1 ST BAFFLE. FLOATING SKIMMERS
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. PLACE SEDIMENT IN AN AREA WITH
SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH CRAVEN COUNTY, CITY OF NEW
BERN AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES
OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND
DETAILS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES,
HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING
UTILITIES IN ADVANCE OF TRENCHING OPERATIONS R MINIMIZE
I I NS SO AS TO ELIMINATE O I IMIZE DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE T S SIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO
THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR
TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES,
TELEPHONE CABLES, WATER LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WOR
K RK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING
THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER
ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF
THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL
BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS
SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE
YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AN ALLOW THE
CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
SITE NOTES:
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
START OF CONSTRUCTION. GENER
AL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
I ICATION OF ALL
SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED
FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
3. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED S UNLE S COORDINATED WITH THE RESPECTIVE UTILITY.
4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
6. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL
TIMES.
7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND
OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION
SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT' SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO
DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE.
THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES
AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO
THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURE
S. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING
UTILITIES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY
BE REQUIRED.
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
14. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
STORMWATER NOTES:
1. LOTS 1-30 WILL BE LOW DENS
ITY STORMWATER PERMIT WITH
I CURB AND GUTTER AND OUTLET SWALES AS
SHOWN ON THE PLANS
2. LOTS 58-71 IS A MODIFICATION OF EXISTING SW PERMIT SW7 070910 MOD DATED MAY 14, 2009. ALL
IMPERVIOUS WILL DRAIN TO EXISTING SW COLLECTION TO PERMITTED POND. PER APPROVED PERMIT,
EACH LOT HAS 40 % IMPERVIOUS MAX COVERAGE AS SHOWN ON CORRESPONDING CHART
3. WETLANDS APPROVAL UPDATED AS OF JUNE 13, 2016 BY CORPS OF ENGINEERS
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
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SCALE:
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NORTH
LEGEND
= PROPERTY LINE
= PROPOSED LOT LINE
= PROPOSED RIGHT OF WAY
- - - - - - -
= PROPOSED BUILDING SETBACK
- - - - - - -
= PROPOSED EASEMENT
= PROPOSED DRAINAGE SWALE
= PROPOSED SANITARY SEWER MAIN
= PROPOSED WATER MAIN
= PROPOSED 5'WIDE SIDEWALK
= OPEN SPACE
7T V4T
= EXISTING WETLANDS
WE ,
--- 1000-YR
= 100 YEAR FLOOD LINE
PROPOSED CURB CUT, TYP.
SITE INFORMATION
CURRENT LAND USE:
VACANT LAND
CURRENT ZONING:
R-8
PIN #:
7-104-14008
DB/PG:
DB 3183 PG 671
TOWNSHIP:
NEW BERN
PROPOSED USE:
SINGLE FAMILY DWELLING
TOTAL SITE AREA:
+ 30.9 ACRES
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CARY, NC 27519
DIMENSION REQUIREMENTS
MINIMUM LOT SIZE: 8,000 SF
MINIMUM LOT WIDTH: 70'
OPEN SPACE
REQUIRED: 1.545 AC (5% OF TOTAL SITE AREA)
PROVIDED: 1.64 AC
PROPOSED PAVEMENT
TO MATCH EXISTING
EDGE OF PAVEMENT,
7
PROPOSED UTILITIES TO TIE TO
EXISTING CONNECTIONS, TYP.
STORM SCHEDULE:
Upstream
Node
Downstream
Node
Diameter
(in)
Upstream
Invert
Downstream
Invert
Pipe Length
(ft)
Slope '%'
I%) Slope
Upstream Rim
Elev
Downstream
Rim Elev
Pipe
Material
EX CB 42
EX FES-M
49.00
12.90
12.68
73
0,30
11149
17.00
EX RCP
EX CB 41
EX C8 42
42.00
13.11
12.90
31
0.68
18.49
18.49
EXRCP
EX CB 40
EX CB 41
24.00
14.30
13.61
97
0.71
1813
18.49
EX RCP
EX CB 39
EX CB 41
42.00
13.69
13.11
48
1.21
19.05
18.49
EX RCP
CB-100
EX CB 40
18.00
14AS
14.30
31
0.50
18.08
18.13
RCP III
CB-101
EX CB 40
24.00
14.56
14.30
105
0.25
17.58
18.13
RCP IV
CE 2L
CB-101
18.00
14.71
14.56
30
0.50
17.58
17.58
RCP IV
C13 1O3
CB-101
18.00
15.22
1456
186
0.35
19.21
17.58
RCP IV
CB-104
CB-103
18.00
15.32
15.22
30
0.35
19.21
19.21
RCP IV
PROJECT BOUNDARY - \ \
FRONTYARD SETBACK: 25'MINIMUM* 110
SIDEYARD SETBACK: 8'MINIMUM*
REAR SETBACK: 25'MINIMUM*
MAXIMUM HEIGHT: 35'
EG 20.52
*UNLESS OTHERWISE REPRESENTED ON THE SUBDIVISION PLAT OR IN
THE PROTECTIVE COVENANTS OF CAROLINA COLOURS, IF GREATER. BAYBERRY PARK PHASE 1 AND
2 EXISTING STORMWATER UP
SINGLE FAMILY TABULATIONS PERMIT
TOTAL UNITS: (44) SINGLE FAMILY LOTS SW7 070910 MOD
j
c-
PROPOSED DRAINAGE
SWALE, TYP.
((D
PROPOSED 20'DRAINAGE
EASEMENT, TYP.
CC-) 7 t >/1 PG 21.92
HP
BAYBERRY PARK PHASE 1 AND
t-Kut-ubt:D LOW DENSITY PERMIT
28.90 ACRES 2 EXISTING STORMWATER
STORMWATER BOUNDARY V, i�697 ovv7070910 MOD
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4
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GRAPHIC SCALE
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.ili._s..�1 LLi_ ;:.i 1, ::� _ �Lsi:__i._ _-.. ��.Y..�1��Ei.l[L:1t::1._ r�_�.__I
SITE INFORMATION
CURRENT LAND USE:
CURRENT ZONING:
PIN #:
DB/PG:
TOWNSHIP:
PROPOSED USE:
TOTAL SITE AREA:
OWNER INFORMATION
DIMENSION REQUIREMENTS
VACANTLAND
R-8
7-104-14008
DB 3183 PG 671
NEW BERN
SINGLE FAMILY DWELLING
+ 30.9 ACRES
OVERLOOK HOLDINGS, LLC.
PO BOX 3557
CARY, NC 27519
MINIMUM LOT SIZE:
8,000 SF
MINIMUM LOT WIDTH:
70'
FRONTYARD SETBACK:
25' MINIMUM*
SIDEYARD SETBACK:
8' MINIMUM*
REAR SETBACK:
25' MINIMUM*
MAXIMUM HEIGHT:
35'
*UNLESS OTHERWISE REPRESENTED ON THE SUBDIVISION PLAT OR IN
THE PROTECTIVE COVENANTS OF CAROLINA COLOURS, IF GREATER.
SINGLE FAMILY TABULATIONS
TOTAL UNITS: (44) SINGLE FAMILY LOTS
8' . 5' . 2' i',
61' R/W
29'
f61
1/4" PER FT 1/4" PER FT I 1/2" PER FT
1.5SF9.5A SURFACE SLOPES= 3:1-
5' SIDEWALK
)PES= 3:1 6"-625.06 BASE
MODIFIED VALLEY CURB U STONE
UNDER CURBING
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
TYPICAL ROAD CROSS SECTION
APPLIES TO VERDANT RIDGE, SPRING GREEN PASS, AND ONYX LANE
NOT TO SCALE
61' R/W
9.5' 5' , 2' ,1', 26' ,1; 16.5'
I 1/4" PER FT 1/4" PER FT I I 1/2" PER FT
1.5"SF9.5A SURFACE
5
SIDEWALK SLOPrES= 3:1-
)PES= 3:1 6"-B25.0B BASE 6" STONE
MODIFIED VALLEY CURB UNDER CURBING
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
TYPICAL CUL-DE-SAC ROAD CROSS SECTION
APPLIES TO ALABASTER DRIVE, ECRU CIRCLE, AND PARCHMENT BLUFF
NOT TO SCALE
LINE
BEARING
DISTANCE
L1
S
21'31 42
E
10.12
L2
N
85'03 45
W
49.77
L3
S
03'21 52
W
37.95
174
S
03'21 52
W
40.42
L5
N
88'20 24
E
7.92
L6
N
72'06 19
E
48.46
L7
N
83'37 52
E
41.99
L8
N
65'30 08
E
19.24
L9
N
65'30 08"
E
14.93
110
7
81'28 30
E
49.00
L11
N
63'29 03
E
10.46
L12
N
88'43 07
W
5.00
L13
S
65'29 52
W
5.41
L14
S
68'29 21
W
16.38
L15
T
85'O6 59
W
17.80
716
N
21'30 39
W
11.94
L17
N
21'30 39
W
13.71
L18
S
21'30 39
E
42.43
L19
S
04'53 01
E
0.45
L20
N
88'43 07
IN
26.02
L21
N
01' 16 53
E
35.37
L22
S
88'43 07
E
42.65
L23
N
85'06 59
E
46.50
L24
N
85'06 59
E
17.80
L25
T
68'29 21
E
16.38
L26
T
77' 16 41
E
24.53
L27
N
46.31 50
W
42.90
L28
N
27'33 10
W
8.44
L29
S
18'25 51
E
41.13
L30
S
18'25 51
E
22.67
L31
S
18'25 51
E
13.98
L32
S
21'30 39
E
30.00
L33
S
21'30 39
E
32.31
Impervious Coverage
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
37.96
25.00
87'00 31
S 21'59 37 W
34.42
C2
2.32
44.50
2'59 29
S 66'S9 37 W
2.32
C3
136.25
469.50
16737 38
S 76'48 10 W
135.77
C4
39.29
25.00
90'02 46
N 49'51 38 W
35.37
C5
65.91
530.50
7'07 06
N O8'23 48 W
65.87
C6
88.47'
530.50
9'33'18
N 16'44'00" IN
88.37'
C7
20.10
25.00
46'04 20
N 01'31 31 E
19.57
C8
60.47
55.00
62'59 21
N 06'55 59 W
57.47
C9
51.44
55.00
53'3513
N 65'1316 W
49.59
( 10
109.91
55.00
1 14'30 05
S 3944 05' W
92.51
C11
39.42
55.00
41'04 02
T 47'02 58 E
38.58
C12
20.10
25.00
460'2O20'
S 44'32 49 E
19.57'
(513
16.84
469.50
2'03 17
S 20'29 00 E
16.84
C14
119.41
469.50
14'34 21
S 12'10 11 E
119.09
C15
39.27
25.00
90'00 00
S 40'06 59 W
35.36
C16
104.32
969.50
6'09 54
S 88'11 56 W
104.27
C17
39.27
25.00
90'00 00
N 43'43 07 W
35.36
C18
35.36
55.00
36'50 24
N 15'40 44 W
34.76
C19
54.59
55.00
56'52 26
N 62'32 09 W
52.38
C20
54.59
55.00
56'52 26'
S 60'35 25 W
52.38
C21
75.12
55.00
78'15'38
S 06'58 37 E
69.42
C22
19.01
55.00
19'47 55
S 56'00 23 E
18.91
C23
29.32
25.00
67'11 14"
S 32'18'44 E
27.66
C24
39.27
25.00
90'00 00
S 46.16 53 W
35.36
C25
20.10
25.00
46'04 20
N 65'40 57" W
19.57'
C26
62.54
55.00
65'09 20
N 75' 13 26 W
59.23
C27
55.30
55. 0 00
57'36 30
S 43.23 39 W
53.00
C28
55.30
55.00
57'36 30
S 14'12 52 E
53.00
C29
55.30
55.12
57'2855
S 71-47 29
E
53.01
C30
35.45
57.34
35'25 26
N 61'11 47
E
34.89
C31
17.47
25.00
40'01 40
N 71'16 03
E
17.11
C32
57.37
1030.50
3'11 23
N 89'41 12
E
57.36
C33
53.51
1030.50
2'58 31
N 86'36 15
E
53.51
C34
39.27
25.00
90'00 00"
S 49.53 01
E
35.36
C35
11.08
55.00
11'32 18
S 10'39 10
E
1 1.06
C36
48.94
55.00
50'59'16
S 41'54 56'
E
47.35'
C37
49.21
55.00
-55.00
5196 08
N 86'57 21
E
47.59
C 3 8
54.5
56'52 26
_N 32'30S4
E
52.38
C39
73.47
55.00
76'31 56
N 33'49 06 W
68.12
C40
29.32
25.00
67' 12 03
N 38'29 03 W
27.67
C41
39.27
25.00
90'00 00
N 40'O6 59 E
35.36
C42
74.52
530.50
8'02 54
N 81'05 32 E
74.46
C43
79.43
530.50
8'34 44
N 72'46 43 E
79.36
C44
2.32
44.50
2'59 29
N 69'59 O6 E
2.32
C45
37.96
25.00
87'00 31
T 65'00 54 E
34.42
C46
15.71
10.00
90'00 00
S 66'30 39 E
14.14
C47
15.71
10.00
90'00 00
N 66'30 39 W
14.14
Lot Number
Lot Area
Lot Impervious
SW Permit
High/Low Density
1
VOW
6700
NEW PERMIT
Low Density
2
low
6700
NEW PERMIT
Low Density
3
21141
6700
NEW PERMIT
Low Density
4
29155
6700
NEW PERMIT
Low Density
5
20837
6700
NEW PERMIT
Low Density
6
18987
6700
NEW PERMIT
Low Densitv
7
22327'
6700
NEW PERMIT
Low Density
8
23271
6700
NEW PERMIT
Low Density
9
25217
6700
NEW PERMIT
Low Density
10
34249
6700
NEW PERMIT
Low Density
11
59734
6700
NEW PERMIT
Low Density
12
49103
6700
NEW PERMIT
Low Density
13
46800
6700
NEW PERMIT
Low Density
14
24365
6700
NEW PERMIT
Low DensitV
15
30631
6700
NEW PERMIT
Low Density
16
69795
6700
NEW PERMIT
Low Density
17
70510
6700
NEW PERMIT
Low Density
18
25655
6700
NEW PERMIT
Low Density
19
18719
6700
NEW PERMIT
Low Densitv
20
19389
6700
NEW PERMIT
Low Density
21
_28021
6700
NEW PERMIT
Low Density
22
21774
6700
NEW PERMIT
Low Density
23
18185
6700
NEW PERMIT
Low Density
24
28961
6700
NEW PERMIT
Low Density
25
38451
6700
NEW PERMIT
Low Density
26
28502
6700
NEW PERMIT
Low Density
27
16986
6700
NEW PERMIT
Low Density
28
17000'
6700
NEW PERMIT
Low Density
29
17215
6700
NEW PERMIT
Low Density
30
20803
6700
NEW PERMIT
Low Density
58
10500
4200
SW707091 MOD
Hi h Densitv
59
17979
7192
SW707091 MOD
High Density
60
13500'
54GO
SW707091 MOD
High Density
61
13500
5400
SW707091 MOD
Hi h Derrsity
62
13500
5400
SW707091 MOD
High Density
63
1350E
5400
SW707091 MOD
High Density
64
135W
5400
SW707091 MOD
High Density
65
2R263
8105
SW707091 MOD
SW707091 MOD
High Density
High DensitV
66
15000
6000
67
15M
6000
SW707091 MOD
Hi h Density
68
15000
6000
SW707091 MOD
High Density
69
15000'
6000
SW707091 MOD
High Density
70
15000
6000
SW707091 MOD
High Derraity
71
17242
6897
SW707091 MOD
High Density
O
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W
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GRAPHIC SCALE
0 30 60 120 180
SCALE: 1" = 60' 1
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SEAL jN ICARD,
= 028847
;' y
08/23/17
C-20 1
PEI JOB#: 17136.PE
- - T
i1 r ,i,l 0IS
x �

LEGEND
= PROPERTY LINE
- -
= PROPOSED LOT LINE
- -
= PROPOSED RIGHT OF WAY
- - - - - - -
= PROPOSED BUILDING SETBACK
- - - - - - -
= PROPOSED EASEMENT
- - -
= PROPOSED DRAINAGE SWALE
-•°-$- -
= PROPOSED SANITARY SEWER MAIN
"`-
= PROPOSED WATER MAIN
= PROPOSED 5' WIDE SIDEWALK
= OPEN SPACE
T T
= EXISTING WETLANDS
WET WET
- 100-YR --
= 100 YEAR FLOOD LINE
PROPOSED CURB CUT, TYP.
SITE INFORMATION
CURRENT LAND USE:
CURRENT ZONING:
VACANTLAND
R-8
1.545 AC (5% OF TOTAL SITE AREA)
1.64 AC
7 104-14008 VEMENT
PIN #.
DB/PG:
DB 3183 PG 671
TOWNSHIP:
NEW BERN
PROPOSED USE:
SINGLE FAMILY DWELLING
TOTAL SITE AREA:
± 30.9 ACRES
OPEN SPACE
REQUIRED:
PROVIDED:
PROPOSED PA
TO MATCH EXISTING \
EDGE OF PAVEMENT,
TYP.
OVINNAME
OWNER INFORMATION: OVERLOOK HOLDINGS, LLC. \
PO BOX 3557 TREADwav, rnER c GREEN
s
PROPOSED UTILITIES TO TIE TO \ ENNIFER GREEN
CARY, NC 27519
DIMENSION REQUIREMENTS
MINIMUM LOT SIZE: 8,000 SF
MINIMUM LOT WIDTH- 70'
A O
NO
PARNG 7-104-14TQ
EXISTING CONNECTIONS, TYP.
\ \
\
\
O..RDO E'.
LEGD ECFULL LOT 47
CAROLINA
\ \
JUDY\m�
EDUAR00 -1 B JURY
COLOURS-BAYBERRY
PARK PH 1PARNG
PROJECT BOUNDARY,
\
\
OWNNAME BALD
\�4 \
KATHLEE
L104-1OT
LEGOECFULL LOT 48
NA
CAROL NA
\COLOURS -BAYBERRY
ZONED: RB
\
FRONTYARD SETBACK: 25' MINIMUM• TYP. PARNOe LDI PARK PH I \
SIDEYARD SETBACK: 8' MINIMUM• WETLANDS NOTE: 11Tv0 B EGDE UU laT zoNED R B
WETLANDS HAVE BEEN APPROVED BY THE US ARMY CORP OF EG 20.52 \ LECDECFuu Lor a
MAMANE THUS INSON, CAROLINA
REAR SETBACK: 25' MINIMUM' ENGINEERS. / RNO r_1,4_1 COLOURS -BAYBERRY
�. � ry " �\ \ PARNG ULL. LOT 0 PARK PHI \ \ \
MAXIMUM HEIGHT: 35' EGD ECFULL LOT 50 ZONED: RB
/ / 1 V CAROLINA V A
o \ \ COLOURS BAYBERRY \ \ OWMNAME. OVERLOOK
*UNLESS OTHERWISE REPRESENTED ON THE SUBDIVISION PLAT OR IN / / \ \ \ PARK PHI \ HOLDINGS 7-1 LLC
/, / \ ZONED-R-B
THE PROTECTIVE COVENANTS OF CAROLINA COLOURS, IF GREATER. BAYBERRY PARK PHASE 1 AND D1 / \ \ �cDCAR LI Lor s1
\ CAROLINA
2 EXISTING STORMWATER i 65 \ ^ \ COLO PARK PHBERRY
SINGLE FAMILY TABULATIONS PERMIT \ / \ ZONED R
SW7 070910 MOD r I 20,263 SQ. FT.
VA O.47AC. OWNNAME OVERLOOK
TOTAL UNITS. ()
44 SINGLE FAMILY LOTS `� / / !\ \ � \wA V HOLDINGS LLC
'r / \\/ 64 \ \ PARNG. 7-004-144152
LEGDECFULL. LOT52
CAROLINA
13,500 SQ. FT. t A \ COLOURS -BAYBERRY
PROPOSED DRAINAGE \ \\',// ( J 0.31AC. t PARK PHI
SWALE, TYP. A 66 V / / A ZONED: RB
OWNNAM LOOK
HOLDINGS
ING6 LL LLC 15,000 SQ. FT. t / / i OWNNAME. OVERLOOK
4 - PARNO.7-10,IA4 \\ \ HOLDINGS LLC
PROPOSED 20' DRAINAGE rx/
ZONED RB �,0.34AC.CAROLINA
EASEMENT,TYP. I`�LEGOECFLILLLOT 53
\, HP\ 6J \ \\ \ COLOURSBAYBERRY,.�? /, / - �•,, •_ \ 1 . FT. t \\ \ -- ZONEOPR , BAYBERRY PARK PHASE 1 AND
_ \yF `I , 3 0 31AC. t 2 EXISTING STORMWATER
PROPOSED LOW DENSITY / \ \ / GwNNAME_Ge PERMIT
/ r \ STORMWATER BOUNDARY / " % " / I \' / / / '\ = HOLDINGS
/ I / _ v 7 / SW7 070910 MOD
I l ¢ 28.90 ACRES >/ // , d'�"-3� \ \ \ \ \ / . LEGDECFULL LOT 54
y 15,000 SQ. FT. t /i / CAROLINA
Id S " // / _ I I\` - I \ \ / / \\ COLOURS -BAYBERRY
' I �•d / ' ( / .: - / -pg�Cr / / e -- v-Y----� 0.34AC. t V / \ \V PAN K PR-8
ED
%1'E W 1 :'/ ./ , , ,\ \ \I l / /� w,� O SQ. FT. t \ \
/ �Y / /0 ,' I 26 \ -...\ \ / \ 1 \ � OW�:OVERLOOK
/ I O � \ \ 3,50
j;
i
/j
0.31AC. t \ HOLDINGS uc
...`28,502 SQ. FT. t \ i `/ \ \ \ l s ' PARNo
\/ \\
LEGDECFULL LO12,
T55E0.65AC. CAROLINA
COLOURS -BAYBERRY
BERRV/ \\. ARK PH
ZONEDR-B
/ \
a - 38.451 S \
\\\ wEY_ _ \ 0.88AC tt / J /.. \ \ \ \ 15,wo SQ FT.
PG 9.0 \ ,I " I \ \ / / 7n.. O.34AC.t G \1 61 \ I OWNNAME'. OVERLOOK
\' �\ / ` �� \ \ HOLDINGS LLC
�� A PAHNO 7 ID4 14-056
-_ 3tl T. _y, , �\� \ \� \' j /..' / / 13,500 SQ. FT. t \ LEcoecEuu. LOTSs
b��- �' _.. > _ .. - / 'G \ 0.31AC. t \ CAROLINA
_ _
i
-,-" 14 __ - -a \ \ ��. X i �(�� 27 \ \\ OG / ` \ ,!> COLD PARK
HI COLOURS -BAYBERRY -�
17 AR /, xT _ .18 ,B - \'\ Y �' \ \ \ G / \' Z y \ \\ /
/% \\ ? - -- s \ \\ \ / \ 16,986 SQ. FT. t / / i i\ ZONED R-
_..-. / \ PARK PH
/ / B
7�510 SQ. FT. t / 0.39AC. t \ NN - \
_ P \ \\ F 15,855 SQ FT. t . \ \ \ \� \ I
1 s2Ac. t / �. 0.59AC. -
�\ -r�
"-Ho ` \ �€a- /� - _ __ \'�'� ' / / j "� 15,000 SQ. FT. t 60
- - / ' . 0.34AC. t
' � �� / V V � " � � � � \ / OWNNAME:OVERLOOK ' // \ /�i \ \ \ \ \
/ Z �., / / 13,500 SQ. FT. t \\
,- --- -x HOLDINGS LLC
/ .1 yL'�`_ PG t9.0 A 1 / / :A \\ \ �� \ PARN0.7-104-1"57
/ \ A PG 13.0 % I�/�/ / \ A - \ / \ �o� - A 0.31AC. t - A \
COL
BER
57
OLIVAECFULL OTRY
.n / \ . \ \ \ \ \ / / \ 58 D PARK PH
16 V A 28 961 SF t V / / \ \ / / \ zoNED R-e
69,795 SQ. FT. t ) \\ 1 19 \ \ '.;., O.66AC t \ ,' \ yp s\ 17,000039A0. tT. t \ / \ \ \ \ �/ / / , \ 0;500 Q. FT. t
/ 1.60AC. t v ( \\ 1 0.24AC. t
PG 18.7 I 18,7190.43AC. FT. t \ a \ �`. \ \ ` \ \ \ / / \ 70
� \ \ 15,000 SQ. FT.
/ ✓
/ \ G2'li 979 FT.
7;PG
P
- TTT _ 0.41ACAC. t
\ �
i
PROPOSED
a
` V l
\ /l
\,.\\ / STORMDRAINAGE,
- , 17,215 SQ. FT.t
,eV o.aoAc. TYP.
O0 I 218,186 SQ. FT.
31 SQ. FT.0.42AC._PG 20.7730,6\ \\ 71 \\ ��.\\ A 19,389 SQ. FT.
sD 0.45AC.
\
✓\
jQ\.
�\GtR JOE
Y
J
HP 17,242 SQ. FT.
RI 0.40AC. t \
HPp �'
o \
>- '/� 1 30 TRANSITION TO VALLEY
�. � _ _ < I \ \ /� PG 1s.00 CURB FROM SPRING
\ I 1�
13 t / y� 20,803 SQ. t _ A -zo HP GREEN PASS
I I ` ry 0.48AC.t /\
a6,eoo o I o� \ 21,774 §Q. FT. t ' / D ENTRY I ---I
PROPOSED
FT. t \ ' ` 14 I I \ I I \ \ MEDIAN
� 1.07Ac. t \ // V ' I 21 0 SOAc I�
I ,
E
24,365 SQ. FT t 59°I°
I -1
0.56AC. 28 0�64AC.Q. *T. t I_ ' PG 17.69
Oy✓ / ' -
U
77t­ LP
is
1-7
HP- ° i _ 3a o EXISTING STORMDRAINAGE,
v 1 PG 21.34 _�
VERDANT RIDGE - PG 19.44
147a/°. - 61'PUBLICROW
7/°
I / `
PG 15.00 PG 17.99PG
'
m
t II5TfIN PODPG 18.30 sPAGE I. "AC I,I POND'INTO
'
y
\
nFW-1 17068 SF
m 039AC,A9,103 SQ. FT. 6 20.837 SQ. FT.1.13AC.
PG18.00 0.48AC.t II I �.i ��
I EXISTING DRAINAGE
l 18 EASEMENT0844AC. 0s. t1/1.8/
_LO
23,271 SQ. FT. t ' I 11.4
34,249 SQ. FT. t - I 25.217 SQ. FT. t _. - 0.53AC. t J { / rl _... II ..II ' F `- r
0.79AC. t y 0.58P - % I ., ` PIS 18.15 \ _ \ / F
PG 16.00 L-is W
--14 _ i 1._ _tomes- I - ET / -"V !•° , r w F�'
734 SQ. FT. 59�F,
✓r i�.. _ n. .. ,
'
I
' ' / '... _ \ / a. ,', / w _ \ � .jam ...P� --Iu_- I-- - ', .W / �. „ \ ,\'• '.\ PG 17.85
0
19,682 SQ. FT.TLAf4DS t c
fy,
,WE
/,
T 4a�t - _ //
/��✓' / `l
2
P1,141 SQ ��
-
9- v1E
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,�
,`
' � - , - , , _ s � OWNNAME .OVERLOOK
i / - STORMWATER BOUNDARY HOLDINGS LLC
/; /. - / .+ PARNZONED R 4 /, / q a \ - GRAPHIC SCALE
-.-0 30 60 120 180
SCALE: 1" = 60' F�1
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�oj••F'1'GINE�P'
tiYC CLINES p
08/23/17
C-3*0
PEI JOB#: 17136.PE
1

~,
SITE INFORMATION
CURRENT LAND USE:
VACANT LAND
CURRENT ZONING:
R-8
`
PIN #:
7-104-14008
DB/PG:
DB 3183 PG 671
TOWNSHIP:
NEW BERN
PROPOSED USE:
SINGLE FAMILY DWELLING
z
TOTAL SITE AREA:
+ 30.9 ACRES
\ 0 NNAME: LEGOECFULL: LOT4 \ /
% HAMPTON-ROBINSON, CAROLINA \
JANE TRUSTEE COLOURSOLWA8E RRV\
w � PARNO 7-104-1"60 PARK PH I A \ \
\ LEGDECFULL
LOT50 ZONED. R-8 \ \
OL R OPARK PH IE RV
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PARNO NGSLLC
\ C \ /
'UNLESS OTHERWISE REPRESENTED ON THE SUBDIVISION PLAT OR IN m j \ ZONEpPR 8 EGDECFULL4 LOT 51
CAROLINA
/ THE PROTECTIVE COVENANTS OF CAROLINA COLOURS, IF GREATER. / \ RY
�'
BAYBERRY PARK PHASE 1 AND \\ \ cow '" Eo�R eER /
i SINGLE FAMILY TABULATIONS 2 EXISTING STORMWATER
s 20,263 SQ. FT.
TOTAL UNITS: (44) SINGLE FAMILY LOTS PERMIT m 0.47AC. t / / , \ s�
SW7 070910 MOD \ \ / �O O \ OHO DINGS LLC OK
\/ \ V LEGDECFULL. LOT 62
PA ] 104-14-052
/
CAROLINA
/ 13,500 SQ. FT. t \ \ COLOURS -BA ERRv BAYBERRY PARK PHASE 1 AND
PROPOSED DRAINAGE//� ( 0.31AC. t PARK I 2 EXISTING STORMWATER
SWALE, TYP. 66 ! \ ` / PERMIT
ZON R-8
HOLDINGS LLC 15,000 SQ.' FT. SW7 070910 MOD
•� / ,� OWNNAME. OVERLOOK
/' '\ PROPOSED 20' DRAINAGE �' \ r / Ov NAME OVERLOOK
PARNO ZONED
R-8 �08 / \ HOLDINGS LLC
ZONE0. RA . / \ LEGOEOCFULL�LOT53
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/
EASEMENT, TYP. � v /
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�� / 63 \ \ COLOURS BAYBERRY
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/ �, / ;13,500 SQ. FT. t ZONED�R-8 /
1 A �. ,' --.....,. � ✓ qF ,,, ./� �j � \ \ � 0.3 C.t / � \ / �. OVERLOOK
PROPOSED LOW DENSITY / \ \ / OVANAME D
WATER BOUNDARY ` % - \�T\ / \ \ HOLDING SLLC
STORM � i/ __. - ..3W \ 67 \ / / \ PARNO: , 7 4
28.90 ACRES V � , / -d "� �\ / :. A V LEGOCAR LI LOT 54
/ 1 i _- v \ 15,000 SQ. FT. t / / \ COLOUR
-BAYBERRY /
~� / ' -~ \\ x t \ -.. 62 \\ ZONED /
V
LANDS, TY('., / ,' .N T ,/ _ / / `� t \ 0. AC. ./\ / WZ\ . FT. t \ \
' - e OWNNAME OVERLOOK
� \ HOLDINGS LLC
-28,502 SQ. FT. t / / \ PARND:7-104-14-055
,
LOT 55
0.65AC.
COLOURS -BAYBERRY
ARKPH/
/ \ \ ZONED. R
\ I 38.451 S F t
WET - a.- _ \ 0.88AC t SWALE 7 \ \ \ \ 15,000 Q. FT.
,
I
\\ AREA L99�0. , 0.34AC. t 'O '4' 61 .. \ /' OWNNAME' OVERLOOK
I
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// , i _/. // / / � / I I. \\ / _ ,. '' \ i__ _ /,M ,- .__" --` \ .-•.\" I L. \ � i°FO.46 � / / � -� \ \\\ \ HOLDINGS LLC
- 1�A V \ �� � \ _ PARNO'.7-104-14-056
- 7` -500 LEGDEC, FULL. LOT 56
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27 .A 31A V V COLOURS.dAV BERRY
/-' / " / / ' /V A / - i ,•`-� -_ — / / A PARK PH I i
N - 18. 2
17 .� 16,986 zoNED.
///\ /
70,510 SQ. F. t', / 25,655 SQ. FT. 0 39A
1� / /
— _ _ __ v yVof C - 69
/ - 0.59AC. t_�
\I
it s., I / j.. \ 15,000 SQ. FT. t 60 / / ,�L \ tx -.. ✓• -\ \ \ / OWNNALDI OVERLOOK
13,500 SQ. FT. t HOLDINGS -LLC
1
0.31AC. t \ PA
ULL LOT5]
\I LE
GOECFULL LOT 5]
d j
CAROLINA
0 URS-BAYBERRY
24 \ � 28 � \ � / / � \ 58 LOPARKPHI
ZONED R B
SF t / j / \
n
�0,500 SQ. FT. t
?r, 0.39AC. t / 24AC. t
A'. ,4 18,719 SQ. FT. 0
a O.t \ 1 .... 111'0.43AC.t _ ,a .\,,\ i
\ ,` ��� 1 A v�y \ \ \. / . i 15,000 SQ. FT. t \ 59 \ /
,/ //// / // f � •� � � � I '' I \ \ �oC1Z C. 17,979 SQ. FT.
ti
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23 �_ 0.40AC.t 1 \$°� '•t
7
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30,631 SQ. F I I 19,389 SQ.
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1.07AC. 0.50AC. t s\ I / .I ARP 1.01 Ac. .. - /°I° _
24,365 SQ. FT. t I
28,021 SQ. FT.
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AREA 1.40 AD.
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PROPOSED LOW DENSITY
, / ..., / OWNNAME. OVERc:3K f R -. ..... "i
/- :/ STORMWATER BOUNDARY HOLDINGS LLC
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' GRAPHIC SCALE
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— = — 0 30 60 120 180
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PROPOSED PAVEMENT
TO MATCH EXISTING \
EDGE OF PAVEMENT,
TYP. \
ME
/ G OWNER INFORMATION: OVERLOOK HOLDINGS, LLC. owNNAGR
\ TREADWAY. TYLER C 8
PO BOX 3557FEMA V A JENNIFER GREEN
\ V PARNO_]4L LOT47
y - CARY, NC 27519 PORTIONS OF THIS PARCEL ARE LOCATED WITHIN THE 100.YEAR \NOTE: \ \ LEcodcFuuNA
Lor 47
\ \ OWNNAME ALEOl4 COLOURS -BAYBERRY
\ FLOOD ZONE "AE-12 - AE-12.7" AS INDICATED ON FEMA FIRM MAP \ \ EDUARDa E a Juov\ PARK PH
:., O
DIMENSION REQUIREMENTS PANEL NO. 37205-49600-J BEARING AN EFFECTIVE DATE OF JULY 7, \ \ \ PARN C 7-W4-1OT 8 ZONED: R41
MINIMUM LOT SIZE: 8,000 SF 2004. " \ \ EODEOROLI Lor ae
PROJECT BOUNDARY, , owNNAME eALDy CAROLINA \
MINIMUM LOT WIDTH: 70' \ \ KABALDI N 08 COLOURS —BAYBERRY
FRONTYARD SETBACK: 25' MINIMUM' TYP. BALDING, PARK PHI \
PARNO'7-104-,4-04q \ ZONED R-B i
SIDEYARD SETBACK: 8' MINIMUM'
\;\ REAR SETBACK: 25' MINIMUM`
MAXIMUM HEIGHT: 35'
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08/23/17
C-301
PEI JOB#: 17136.PE

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VICINITY MAP
SCALE: V = 2000'
NORTH
LEGEND
= PROPERTY LINE
= PROPOSED LOT LINE
= PROPOSED RIGHT OF WAY
= PROPOSED BUILDING SETBACK
= PROPOSED EASEMENT
= PROPOSED DRAINAGE SWALE
= PROPOSED SANITARY SEWER MAIN
= PROPOSED WATER MAIN
= PROPOSED S WIDE SIDEWALK
= OPEN SPACE
71 = EXISTING WETLANDS
= 100 YEAR FLOOD LINE
LEGEND:
LOD
LIMITS OF DISTURBANCE
—
SILT FENCE
`
SILT FENCE STONE OUTLET
CWATTLE
OR RIP -RAP CHECK DAM
TREE REMOVAL
TREE PROTECTION FENCING
SITE INFORMATION
CURRENT LAND USE:
VACANT LAND
CURRENT ZONING:
R-8
PIN #:
7-104-14008
DB/PG:
DB 3183 PG 671
TOWNSHIP:
NEW BERN
PROPOSED USE:
SINGLE FAMILY DWELLING
TOTAL SITE AREA:
+ 30.9 ACRES
OWNER INFORMATION:
OVERLOOK HOLDINGS, LLC.
PO BOX 3557
CARY, NC 27519
\ \
DIMENSION REQUIREMENTS 3. CONTRACTOR SHALL COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE REGARDING TEMP. CONSTRUCTION \\\ \\ \
ENTRANCE #2
MINIMUM LOT SIZE: 8,000 SF THE SITE'S EXISTING GRADE. EARTHWORK ACTIVITIES MAY HAVE TAKEN PLACE AFTER THE CXJw v \ \
(SEE DETAILS) \
MINIMUM LOT WIDTH: 70' SURVEYED TOPOGRAPHY. \
FRONTYARD SETBACK: 25' MINIMUM* \ \
SIDEYARD SETBACK: 8' MINIMUM* \ Cp \ \
REAR SETBACK: 25' MINIMUM*
MAXIMUM HEIGHT: 35' \V A A
*UNLESS OTHERWISE REPRESENTED ON THE SUBDIVISION PLAT OR IN r > \
/ \ \ THE PROTECTIVE COVENANTS OF CAROLINA COLOURS, IF GREATER. i \<00
\ \ ��
SINGLE FAMILY TABULATIONS
TOTAL UNITS: (44) SINGLE FAMILY LOTS \\ \\
j
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' 1410 LF TEMP. SILT FENCE \
/ (SEE DETAILS) A
CO-
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EROSION CONTROL AND GRADING NOTES:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE
CUT/FILL. SEE GENERAL NOTES SHEET FOR GRADING, DRAINAGE, AND EROSION CONTROL
NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAIL
SHEETS FOR MORE INFORMATION.
2. SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE.
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LEGEND
= PROPERTY LINE
= PROPOSED LOT LINE
= PROPOSED RIGHT OF WAY
= PROPOSED BUILDING SETBACK
= PROPOSED EASEMENT
= PROPOSED DRAINAGE SWALE
= PROPOSED SANITARY SEWER MAIN
= PROPOSED WATER MAIN
= PROPOSED 5' WIDE SIDEWALK
= OPEN SPACE
=EXISTING WETLANDS
= 100 YEAR FLOOD LINE
LEGEND:
— LOD—
LIMITS OF DISTURBANCE
v-�.--r�-
SILT FENCE
SILT FENCE STONE OUTLET
CWATTLE
OR RIP -RAP CHECK DAM
TREE REMOVAL
TREE PROTECTION FENCING
ATE INFORMATION
;URRENT LAND USE: VACANT LAND
;URRENT ZONING: R-8
'IN #: 7-104-14008
)B/PG: DB 3183 PG 671 EROSION CONTROL AND GRADING NOTES:
-OWNSHIP: NEW BERN 1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE
'ROPOSED USE: SINGLE FAMILY DWELLING CUT/FILL. SEE GENERAL NOTES SHEET FOR GRADING, DRAINAGE, AND EROSION CONTROL
OTAL SITE AREA: + 30.9 ACRES NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAIL
)WNER INFORMATION: OVERLOOK HOLDINGS, LLC. SHEETS FOR MORE INFORMATION. \
PO BOX 3557 \ \ \
CARY, NC 27519 2. SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE. \ \ \ C
TEMP. CONSTRUCTION \ \ \
AMENSION REQUIREMENTS 3. CONTRACTOR SHALL COORDINATE WITH OWNER OR OWNER'S REPRESENTATIVE REGARDING ENTRANCE #2 \ \ co\
AINIMUM LOT SIZE: 8,000 SF THE SITE'S EXISTING GRADE. EARTHWORK ACTIVITIES MAY HAVE TAKEN PLACE AFTER THE (SEE DETAILS) ( w T v \ \
AINIMUM LOT WIDTH: 70' SURVEYED TOPOGRAPHY.
'RONTYARD SETBACK: 25' MINIMUM' lon
\ \
31DEYARD SETBACK: 8' MINIMUM'
REAR SETBACK: 25' MINIMUM'(52
AAXIMUM HEIGHT: 35' \ \V A A
UNLESS OTHERWISE REPRESENTED ON THE SUBDIVISION PLAT OR IN
THE PROTECTIVE COVENANTS OF CAROLINA COLOURS, IF GREATER. / \
N \ \
SINGLE FAMILY TABULATIONS \ \
TOTAL UNITS: (44) SINGLE FAMILY LOTS
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7.r
AT TOE OF FILL SLOPE _ � (SEE DETAILS) A
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STEEL POSTS 2 FT IN
GROUND.
19-GAUGE & 0.25"
11�'I ���_iiiiiiiii�•I •'• •" •
�INS oPIP
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STONE PLACED TO A HEIGHT
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OF BOX
NOTES: ® 2:1 SLOPE.
1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/If steel) 2 FEET INTO THE
GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY
AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
APART.
2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE
CLOTH WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM
FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT
FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
AND REMOVAL IS RECOMMENDED.
3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE
INLET. THE TOP ELEVATION OF THE STRUCTURE MUST BE AT
LEAST 12-INCHES LOWER THAN THE SURROUNDING GROUND
ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT STORM
FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER
SEDIMENT -CONTROL DEVICES ARE INSTALLED TO
PREVENT OFF -SITE SEDIMENT -RUNOFF.
ALTERNATE MEASURES:
THE USE OF A PRE-FAB STRUCTURES OR OTHERS MAY BE USED WITH
APPROVEL FROM ENGINEER OR NCDEQ INSPECTOR.
TEMPORARY INLET PROTECTION
NOT TO SCALE
i
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
-1
STAY
AN___ LIN
WIR-S
MIN.
1
GA Ci
BOTTOM STRAND MIN. #14 GAUGE
/'
WETLAND NOTE: LOD LOD LOD Loo�
NO WETLANDS ARE PERMITTED
TO BE DISTURBED WITH THE
DEVELOPMENT OF THIS LOT. r TREE PROTECTION FENCING
o IF NEEDED. 00
10 I I
o
I o{� o
LIMITS
OF DISTURBANCE
SHALL FOLLOW
LOT LINE
OR AS NEEDED
FOR HOME
CONSTRUCTION.
I
0
0
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SILT FENCE o
ON DOWNSTREAM 15' MIN. o
SIDE OF PROPERTY
OR STREETYARD
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Z
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i� N � F\� /
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4" X 8" TRENCH LINED
W/ 12" OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
CONSTRUCTION SEQUENCE:
1. ESTABLISH LIMITS OF DISTURBANCE (LOD) FOR EACH LOT (LOT CLEARING WILL VARY FROM LOT TO LOT).
2. INSTALL SILT FENCE AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
3. BEGIN CLEARING, AND LOT PREPARATION, AND BACKFILLING WITHIN LOD.
4. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON All EXPOSED PERIMETER
DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED
AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED,
2. SEDIMENT FENCE -SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE
SPACING.
Date: 1
PA1ZAMOUNTE 5"'° N.T.S. EROSION CONTROL
Drawn: FOR INDIVIDUAL LOTS
122 Cinema Dnve, Wi1mi" NC, 29403(910)-791-6707 Chk: X
NC Ixe"u m C-2846 Pml. No:
TYPICAL INDIVIDUAL LOT EROSION CONTOL PLAN
NOT TO SCALE
NOT TO SCALE
4' MAX.
PLACE POST
AT LOW POINTS
I•A
HARDWARE CLOTH
HARDWARE CLOTH
6" OF #57
WASHED STONE
SLOPE ti
12" CLASS A STO
COMPACTED
SOIL
SECTION A - A
TEMPORARY SILT FENCE OUTLET
NOT TO SCALE
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES.
2-3" COARSE AGGREGATE J
6" THICKNESS
PLAN VIEW
50' MIN.
6" DIVERSION TO DIRECT
RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
++` 4'
'' + +
# + '
# +
+ ++
++
+'. .
++ +
+f A ++
'
` I -FT + +
+'+
+
8 Ta
3-FT
CURB CUT (FLUME) SECTION
NOT TO SCALE
BERMUDA, CENTIPEDE, OR
JAMUR ZOYSIA SOD
WITH SAND -CLAY BASE ON A
SUITABLE PREPARED BASE
1-FT RADIUS
18" MIN.
NATURAL GRADE
ccnIMENT RUNOFF
LINING LAID TO
MIN. 18" HEIGHT
(IF REQUIRED)
NOTES:
1. DIVERSION CHANNELS SHALL DRAIN INTO
SEDIMENT BASINS AND NOT OFF -SITE.
2. UTILIZE EROSION CONTROL MATTING AND WATTLES
AS SPECIFIED IN THE SCHEDULE.
DIVERISON DITCH SCHEDULE
TDD
DA (AC.)
Depth
(in)
Flow Depth
(in)
Side Slopes
(H:V)
Max. Slope
(%)
Wattle
Spacing
Channel
Lining
TDD-7
2.20
18"
6.0
3:1
2.30%
90 ft
Excelsior
TEMPORARY DIVERSION DITCH
NOT TO SCALE
WIDTH VARIES
SEE PLAN
SEED & MULCH AFTER TOP OF BANK
DIGGING DITCH - SEE
NOTE BELOW
NOTES:
1. SIDESLOPE 5:1 SEE PLAN FOR PROPOSED CONTOURS.
2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS
PRIOR TO SEEDING & MULCHING FROM TOP OF BANK TO TOP OF
BANK, AS REQUIRED BY LAND QUALITY.
3. PROPOSED SWALES WILL HAVE A BOTTOM WIDTH OF 1 FEET.
4. SEE PLAN FOR HORIZONTAL LOCATION OF SWALES.
5. SWALES TO BE CONSTRUCTED WITH 6" OF DEPTH ADDED TO CALCULATED
DEPTH ABOVE.
TYPICAL SWALE
NOT TO SCALE
RUNOFF
CHANNEL
SWALE #
Ad
C
Qde.ign
Length
Inv In
Inv Out
S
d
Ax
P=RQactumiaetual
Ad uate Capacity?
LiningRequired?
acres
Cfs
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ft
ft
fUft
ft
Sf
ftcfs
Y/
Y/N2.88
DA2
8.47
100
14.70
12.00
0.0270
0.65
2.76
7.63.59
Y
Y
2
1.40
52
5.10
140
18.30
16.00
0.0164
0.60
2.40
7.12.55
Y
N
3
0.37
V.47
1.22
100
20.86
18.00
0.0286
0.28
0.67
3.861.32
Y
N
4
2,41
81
10.29
100
17.85
15.00
0.0285
0.70
315
8.140.52
Y
Y
5
1 1.01
0.60
4.24
100
17.49
16.20
0.0129
0.57
2.19
6.81
0.32
1.99
4.36
Y
N
6
2.52
A.47
8.29
100
18.70
13.00
0.0570
0.55
2.06
6,61
0.31
4.09
8.44
Y
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7
1.99
1 1).48
6.69
210
19.00
9.00
10.0476
1 0.55
2.06
1 6.61
0.31
3.74
7.71
1 Y
Y
12" MIN. THICK
OF OR
SLOPE
STONE
#57 WASHEDASHED STONE
I'd
SEDIMENT RUNOFF 7'`
FROM DITCH
9 �2' UPSLOPE &
DOWNSLOPE STAKES, TYP.
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
NOTES: AND 8' MIN. ON DOWNSLOPE
1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE.
TEMPORARY WATTLE (CHECK DAM)
NOT TO SCALE
4'
F- 6" WEIR
NCDOT CUSS
B EROSION
CONTROL
STONE
(d50-8")
6" WEIR
STONE SECTION WITH A WEIR
TEMPORARY CHECK DAM
NOT TO SCALE
PERMANENT SWALE SCHEDULE
NOT TO SCALE
MATCH
TOP OF
DITCH
FTTER FABRIC
EXISTING TREE
NOTE
TREES TO BE SAVED WILI BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE -THE AREA OF SOIL
DIRECTLY BENEATH THE TEE EXTENDING OUT TO THE TIPS OF THE OUTERMOST
BRANCHES. FENCING SHALL INCLUDE SIGNS EVERY 50' WITH MIN. 2 SIGNS. SEE ABOVE FOR
SIGN.
TEMPORARY TREE PROTECTION FENCING
NOT TO SCALE
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USE CLASS "B^ CaNOR6TE THROUGHOUT.
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OPTIONAL CONBTHUCTIM - NGNKITHIC POUR. 2" NEYWIY, N N4 BM 00W38 AT
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CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED
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C-601
PEI JOB#: 17136.PE