SW4130401_APPROVED PLANS_20130418

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
CURRENT PERMIT
�I APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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ALL THAT TRACT OR PARCEL of land located on the southwesterly highway boundary of US Highway 64,
Lexington Township, Davidson County, North Carolina and being part of the lands conveyed to RHC Lexington,
LLC as recorded in the Davidson County Register of Deeds Office in Deed Book 1382 at Page 958 and to
Chen Development, LLC as recorded in Deed Book 1602 at Page 1499;
Beginning at an iron pipe located at the intersection of the property line between said lands of RHC
Lexington, LLC and Chen Development, LLC on the northwest and the lands of Rise Investments, Inc. as
recorded in the Davidson County Register of Deeds Office In Deed, Book 1889 at Page 1521 and Plat Book 37
Page 83 on the southeast with the southwesterly highway boundary of US Highway 64 (Public Right of Way
with a variable width); sold iron pipe also being located North 4742'01" West a distance of 123.12 feet from
the intersection of said highway boundary with the westerly highway boundary of Forest Hill Road — SR 1237
(Variable width — Public Right of Way);
Thence in a southerly and easterly direction along sold property line the following five (5) courses and
distances:
1. Thence South 42*19'07" West for a distance of 134.54 feet to on Iron pipe;
2.Thence South 52*45'50' West for a distance of 19.44 feet to an iron pipe:
3.Thence South 41'01'58" West for a distance of 163.37 feet to an iron pipe;
4.Thence South 21"14'02" East for a distance of 184.87 feet to an iron pipe;
5.Thence South 6456'01" East for a distance of 150.58 feet to an iron pipe located on the westerly
highway boundary of Forest Hill Rood — SR 1237;
Thence South 25'49'57" West along said highway boundary for a distance of 26.03 feet to a Point of
Curvature;
Thence Southerly continuing along said highway boundary on a curve to the right having a radius of 441.11
feet for a distance of 20.49 feet to on iron rod; said iron rod located South 27'09'45" West a distance of
20.49 feet from the Point of Curvature; said iron rod also being located on the property line between sold
lands of RHC Lexington, LLC and Chen Development, LLC on the north and the lands of Lot 1 of the
Piedmont Authority for Regional Transportation as recorded in Deed Book 1864 at Page 554 and Plat Book
52, Page 91 on the south;
Thence North 64'54'29" West along said property line for a distance of 65.68 feet to an iron rod found at
an angle point in sold property line;
Thence North 86'26'40" West continuing along said property line for a distance of 336.88 feet to an Iron rod;
said iron rod located on the property line between sold lands of RHC Lexington, LLC and Chen Development,
LLC on the east and Lot 10 of the Survey for Mary Jo Shoaf as recorded In Plat Book 17 at Page 44 on
the west;
Thence North 03'29'44" East along said property line and the easterly line of Lots 8 and 6 of said Survey
for Mary Jo Shoaf for a distance of 522.88 feet to a stone monument located at an angle point in said
property line; said stone monument also being located at the southeast comer of Lot 4 of sold subdivision;
Thence North 03'30'07' East continuing along said property line for a distance of 278.51 feet to an iron pipe
located on the southwesterly highway boundary of US Highway 64;
Thence South 49'10'12" East along sold highway boundary for a distance of 204.05 feet to a concrete
monument located at an angle point in said highway boundary,
Thence South 47'42'01" East continuing along said highway boundary for a distance of 301.61 feet to the
Point of Beginning; containing 203,727+/— square feet or 4.677 acres, more or less.
SCHEDULE B—II -EXCEPTION
1, Timothy Clinkscales, a Professional Land Surveyor, License No. L-4953, in and for the State of North
Carolina and legally doing business in New Hanover County, does hereby certify to RBC Lexington, LLC and
Chicago Title Insurance Company Title Insurance Company, and their respective successors and assigns:
1. Not a survey Issue.
2. Not a survey Issue.
3. Any right, easement, setback, interest, claim, encroachment, encumbrance, violation, variations or
other adverse circumstance affecting the Title disclosed by plot recorded in Plat Book 52, Page 91.
Davidson County Registry. —Noted
4. Any discrepancy, conflict, access, shortage in area or boundary lines, encroachment, encumbrance,
violation, variation, overlap, setback, easement or claims of easement, riparian right, and title to land
within roads, watercourses, burial grounds, marshes, dredged or filled areas or land below the mean
highwater mark or within the bounds of any adioining body of water, or any other adverse
circumstance affecting the Title that would be disclosed by a current inspection and accurate and
complete land survey of the Land.
S. Not a survey issue
6. Not a survey issue
7. Easements to City of Lexington recorded in:
7.o. Book 198, Page 254 — Blanket easement for electric transmission or distribution line.
7.b. Book 298, Page 13 — Blanket easement for 6" water line and 2" gas line.
7.c. Book 1382, Page 1010 — 20' Utility easement as shown hereon.
8. Easement and Restriction Agreement recorded Book 1382, Page 967, Davidson County Registry.
—Access, Ingress & Egress — Access Easements and Drainage Easement as shown hereon.
9. Temporary Easement to Department of Transportation recorded In Boost 658, Page 520. Davidson
County Registry. —Terminated
10. Deeds to Department of Transportation recorded in Book 596, Page 190; Book 639, Page 649; Book
596, Page 190; and Book 596 page 192, all of Davidson County Registry — Property conveyed is within
the current right of way of US Highway 64 as shown hereon.
WILLIAM C. BLACN
DB 1037, PG 1
PB17,PG9
LOT 4
WILLIAM C. BLACKEI
D8 1037, PG 171
PB 17, PG 94
LOT 6
WILLIAM C. BLACKERE
DB 1037, PG 1719
PB 17, PG 94
LOT 8
WILLiAM C. BLACKERBI
DB 1037, PG 1719
PB 17, PG 94
LOT 10
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SITE DATA
LOT NUMBER 6-13
PIN #0280.03-43-4160.000
IRON PIPE FOUND
IRON ROD FOUND
CONCRETE MONUMENT FOUND
CONCRETE CURB & GUTTER
EDGE OF PAVEMENT
LIGHT POLE
UTILITY POLE
TRANSFORMER
SANITARY SEWER MANHOLE
OVERHEAD UTILITIES
SANITARY SEWER LINE
STORM DRAINAGE LINE
WOODS LINE
SOURCE DEED: BOOK 1022, PAGE 263
MAP BOOK 41, PAGE 98
ZONING: R-6MF
SETBACKS:
FRONT. 25'
REAR: 25'
SIDE: 8'
CORNER SIDE: 30'
AREA— 189.777 SQ. FT OR 4.356 AC.
NOTES
I. NO NCGS MONUMENT WITHIN 2000 FEET.
2. THE SUBJECT PARCEL IS LOCATED WITHIN ZONE "X" WHICH IS
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, INDICATED BY
"NCFLOODMAPS.COM" REFERNCE FEMA FLOOD ZONE PANEL
NUMBERS 3710671600J AND 3710672600J IN DAVIDSON COUNTY,
WITH AN EFFECTIVE DATE OF MARCH 16. 2009.
3. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN
THE FIELD AND FROM INFORMATION PROVIDED BY UTILITY
COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. THE
APPROPRIATE UTILITY COMPANIES SHOULD BE CONTRACTED
PRIOR TO LAND DISTRIBUTING ACTIVITIES.
4. THE ACCOMPANYING SURVEY REPRESENTS AN ACCURATE SURVEY
MADE ON THE GROUND BY ME ON SEPTEMBER 7, 2012 OF THE
LAND THEREIN PARTICULARLY DESCRIBED, AND CORRECTLY
SHOWS THE AREAS OF THE SUBJECT PROPERTY, THE LOCATION
AND TYPE OF ALL BUILDINGS, STRUCTURES AND OTHER
IMPROVEMENTS SITUATED ON THE SUBJECT PROPERTY, AND ANY
OTHER MATTERS SITUATED ON THE SUBJECT PROPERTY;
5. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE
PROPERTY DESCRIBED IN THE ALTA COMMITMENT FORM ISSUED
BY CHICAGO TITLE INSURANCE COMPANY, LLC COMMITMENT NO.
12-11273RA WITH AN EFFECTIVE DATE OF OCTOBER 12, 2012
AND THAT ALL EASEMENTS. COVENANTS AND RESTRICTIONS
REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A
CAREFUL PHYSICAL INSPECTION OF THE SITE OR OTHERWISE
KNOWN TO ME HAVE BEEN PLOTTED HEREON OR OTHERWISE
NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY;
GRAPHIC SCALE:
100
0
SCALE: 1 "=50'
ALIAaCSM SURVEYORS CERTIFICATION
To: "title company" and each of their respective successors and/or
assigns:
This is to certify that this map or plat and the survey on which it is
based were made In accordance with the "Minimum Standard Detail
Requirements for ALTA/ACSM Land Title Surveys jointly established and
adopted by ALTA and NSPS In 2011, and includes Items 3,4,6b,7a,7b
(1),7(c),8,9,11b,14 & 17 of Table A thereof. Pursuant to the Accuracy
Standards as adopted by ALTA and NSPS and in effect on the date of
this certification„ undersigned further certifies that in my professional
opinion, as a land surveyor registered in the State of North Carolina,
the Relative Posi onal Accuracy of this survey does not exceed that
which i specs th in. 4
Timothy Clinkscales, PLS L-4953 Date
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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 CODEIANSI Al17.1 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 CONFUCT(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 ROUTE SHALL 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.
5. 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 (NC 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) INCHES 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) INCHES 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 NOT BE LOCATED ON AN ACCESSIBLE
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 2.0% IN ANY DIRECTION. 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
LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
H SIX 6 INCHE
S SHALL HAVE HANDRAILS ON
RISE GREATER THAN P RUNS WITH A I ( ) 6. RAM
BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPUCABLE 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 A117A 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 (CONT.):
CURB RAMP NOTES'
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.00/6.
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 (I104.1 & 1104.2).'
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH
OF THE LANDING SHALL BE THIRTY -SOX (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.
-
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR ( 24) INCH
DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL
WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
PLACEMENT, ORIENTATION ANL 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.
PARKING SPACE NOTES:
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 PARKIN
G SPACES OR
ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,
OF THE LINE
THE FULL WIDTH
MEASUREMENTS SHALL BE PERMITTED TO INCLUDE
DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE
BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS
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'/o 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
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT
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 PR
OTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE
SECTION 1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA
GENERAL STATUTE 20.37.6 AND 130-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC
CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO
INDICATE THE MAXIMUM PENALTY 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
WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL
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 SUP 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 (I 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 CODEIANSI A117.1
AND SHALL BE ON AN ACCESSIBLE ROUTE.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LSIACRE)
CENTIPEDE GRASS 10.20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10.10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LB/ACRE 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 50
AND 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
MOUNTAINS - LATE WINTER AND EARLY SPRING
ABOVE 2500 FEET: FEBRUARY 15 - MAY 15
BELOW 2500 FEET: FEBRUARY 1- MAY 1
SUMMER
MAY 15 - AUGUST 15
FALL
AUGUST15-DECEMBER15
RATE LBiACRE)
40
RATE (LB/ACRE)
120
Soil amendments
FOLLOW RECOMMENDATIONS OFSOIL TESTS OR APPLY 2,000 LBlACRE 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
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
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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
DEVICESIMEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO HANDLE
SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN ARE COMPLETE.
PHASE 1 EROSION CONTROL PLAN:
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. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 DAYS OF CEASE OF ANY GRADING ACTIVITY.
PHASE 11 EROSION CONTROL PLAN:
5, 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.
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
7. DURING ROUGH GRADING ACTIVITIES, THE CONTRACTOR SHALL GRADE THE SITE IN SUCH A FASHION
THAT THE RUNOFF FROM THE SITE IS DIRECTED TO THE TEMPORARY SEDIMENT TRAPS AS SHOWN
ON THE PLANS. ONCE THE ENTIRE SITE IS ROUGH GRADED AND THE GRASSED SWALE IS INSTALLED
AND STABILIZED, TEMPORARY SEDIMENT TRAP #1 CAN BE REMOVED. ALL RUNOFF FROM THE SITE
BELOW THE GRASSED SWALE SHALL BE DIRECTED TO TEMPORARY SEDIMENT TRAP #2. ONCE
SEDIMENT TRAP #2 INTERFERES WITH FINE GRADING ACTIVITIES, CONTRACTOR SHALL REMOVE
SEDIMENT TRAP #2.
8. 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.
9. 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 NCDENR DIVISION OF LAND QUALITY.
10. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR DIVISION OF LAND QUALITY, THE
CONTRACTOR CAN REMOVE TEMPORARY EROSIONCONTROLMEASURES.
11. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED,
AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
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 OFFSITE 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
DIVISION OF LAND QUALITY 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). HENDERSON COUNTY'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
%TEA. (NO SEPARATE PAYMENT).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
S TALL RIP -RAP WITH
CONTACTED PRIOR TO DISTURBING A CREEK THE CONTRACTOR SHALL IN
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 BEMADEIMMEDIATELY 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 FEETAPART 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. INLET PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND
AFTER EACH SIGNIFICANT (} INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE 4iALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
6. TEMPORARY DIVERSIONS - INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7. TEMPORARY SLOPE DRAINS - INSPECT THE SLOPE DRAIN AND SUPPORTING DIVERSION AFTER
EVERY RAINFALL, AND PROMPTLY MAKE NECESSARY REPAIRS. WHEN THE PROTECTED AREA
HAS BEEN PERMANENTLY STABILIZED, TEMPORARY MEASURES MAY BE REMOVED, MATERIALS
DISPOSED OF PROPERLY, AND ALL DISTURBED AREAS STABILIZED APPROPRIATELY.
8. TEMPORARY ROCK CHECK DAM - INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED.
9. TEMPORARY SEDIMENT TRAP - INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF
THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
10. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT a 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
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 THE CITY OF LEXINGTON,
DAVIDSON COUNTY, 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.
S. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND
DETAILS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. THE
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 SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE 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 WORK 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:
D CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
1. ANY DISCREPANC
Y IN THIS PLAN AN ACTUAL FIELD
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 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, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
4. DO NOT SCALE THIS DRAWING AS T 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 PROPCSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
B. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND
OTHER STRUCTURES THAT ARE DSTURBED 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 SPECOCATIONS 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 NO-' IECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE.
THE CONTRACTOR SHALL Ot, 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 STRUCTURES. 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 ANDIOR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTIi IN THESE PLANS.
14. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB UNLESS OTHERWISE NOTED.
15. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE
WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCEOOT LOCATIONS PER LOCAL
STANDARDS.
16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
17. ALL DIMENSIONS AND RADII ARE TOOUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE
NOTED.
--7.$�,�Gr/'f/361(/o / JY11 l�l3
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31WI2
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES ANC SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 1 O' 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 FLATTERTHAN 4:1
14 DAYS
I NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
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STRIPES
HANDICAPPED
PARKING STALL
PARKING DETAIL
NOT TO SCALE
I-I_C. PARKING SIGN
WHEEL STOP
BLUE ON H.C.
STALL SIDE
WHITE
WHITE
WALKING TRAIL DUMPSTER
BLUE ON H.C.
STALL SIDE
ftl9' PARKING
GENERAL NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH
EXISTING CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. EXISTING SURVEYING PERFORMED BY PARAMOUNTE ENGINEERING.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION
AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE
PERSONNEL.
4. ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE
MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE.
ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES
AND NATIONAL FIRE PROTECTION ASSOCIATED CODES AND AS ADOPTED
BY THE AUTHORITIES HAVING JURISDICTION.
5. OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS
FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO
ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH.
6. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING
PRIOR TO ORDERING OR INSTALLATION. THE CONSTRUCTION SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
EQUIPMENT.
7. CONTRACTOR SHALL NOTIFY NORTH CAROLINA "ONE CALL" AT
800-632--4949 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY.
8. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
WILL. BE PAID FOR BY THE CONTRACTOR.
9. SEE SHEET C-6.0 FOR ADDITIONAL PAVING RELATED DETAILS
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6726-03-00--1 50
WILLIAM C. BLACKERBY
ZONED: COMMUNITY SHOP ING DISTRICT
DB 1037 PG 171
PB17PG94
SITE INFORMATION
PROJECT NAME:
PROPOSED USE:
TAX PARCEL ID:
SITE ADDRESS:
CURRENT ZONING:
TOTAL SITE AREA:
DEVELOPER INFORMATION:
A.WD NOTE:
JACKSON SQUARE APARTMENTS
MULTIFAMILY RESIDENTIAL
6726--03-00-5831
300 FOREST HILL ROAD
LEXINGTON. NC
BUSINESS DISTRICT
4.67 ACRES
SOUTHERN PROPERTIES & DEVELOPMENT, LLC
P.O. BOX 504
TROY, NC 27371
THE SUBJECT PARCEL IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE AS INDICATED BY
FEMA FLOOD ZONE PANEL 3710672600J BEARING AN EFFECTIVE DATE OF MARCH 16, 2009
_PAVING NOTES
1. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT
STANDARDS INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT.
APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL
DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN
SAFETY AND TWO WAY TRAFFIC.
2. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE Ili, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED
AT OWNER'S OPTION FOR NIGHT REFLECTING.
3. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS — AIR ENTRAINED.
VICINITY MAP
(NOT TO SCALE)
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GRADING NOTES
1, INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING, GRUBBING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 2.5.1
SLOPES.
6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING
ACTIVITY.
2. HOLD A PRE —CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE, COMMENCE CLEARING
AND ROUGH GRADING OPERATIONS TO ESTABLISH DIVERSION SWALIES AND SEDIMENT
TRAPS AND BASIN.
4. ROUGH GRADE SITE AND INSTALL UNDERGROUND UTILITIES.
5. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL tot
UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE
STABILIZED WITH TEMPORARY VEGETATIVE COVER.
6. STABILIZE {FERTILIZE, SEED, AND MULCH} ALL DISTURBED AREAS AS SOON AS FINAL
GRADES ARE ESTABLISHED.
7. ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,
REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT
D CONSTRUCT BIORETENTION.
BASIN AN
LEGEND
EXISTING CONTOUR ------
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PROPOSED CONTOUR
5
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SPOT ELEVATION
RIP -RAP OUTLET
PROTECTION
PROPOSED STORMDRAIN
PIPE
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POOL ELEV + (
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POOL ELEV • 0...
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To.
TYPICAL 200 SQ.FT. PLANTING DIAGRAM - 10:1 Slope
NOT TO SCALE
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1. NO TREES OR WOODY SHRUBS ARE TO BE PLANTED ON THE VEGETATED SHELF OR
POND EMBANKMENTS.
2. ALL PLANTS SPECIES SHALL. BE FROM THE NCDENR—DWQ APPROVED PLANT LIST FOR
SHALLOW WATER AND SHALLOW LAND HERBACEOUS PLANTS AND AS RECOMMENDED
SEDIMENT BASIN NOTES BY A CERTIFIED LANDSCAPER. OR SUPPLY NURSERY FOR THE APPLICABLE PLANTINGS
*7 ZONE OR REGION.
3. SIMILAR SPECIES OF PLANTS ARE TO BE GROUPED TOGETHER.
1. POND IS TO USED AS A SEDIMENT BASIN DURING -THE 4. THE PLANTING DENSITY SHALL BE 24' ON CENTER, WITH A MINIMUM OF 50 TOTAL
CONSTRUCTION OF THE SITE. PLANTS PER 200SF OF VEGETATED SELF AREA.
IS TO BE CLEARED OF
'AIRS ARE TO BE
EROSION CONTROL
FOREBAY WALL p��i�E3�IEs�
(BY OTHERS) STQRMWA I- VPLAN
SCALE : 1 '=20`
STORMWATER POND EMO "A*
NOT TO SCALE
STABILIZE ALL SLOPES ABOVE PERMANENT POOL EL.
TOP OF BERM _ 2.5 10:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND
:III. �11 SPECIES OR VEGETATION.
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10.1
SLOPED SHELF. EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 2e
O.C. IN A CHECKERBOARD PATTERN.
1
POND SECTION
NOT TO SCALE
TOP OF BERM
ELEV. 760 ALL SIDE SLOPES ARE TO BE
L/_ RETAINING WALL6T4ML STABILIZED WITH GRASS
10:1 SHELF PLANTED WITH
SUITABLE VEGETATION.
ELEV. 754.5
RETAINING WALL
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F= STOF WATER POND SEC1M 'B'
NOT TO SCALE
PRIMARY SPILLWAY-
RECT. WEIR (1.5 SIDES OF BOX)
EL. 757.70
EMERGENCY SPILLWAY
TOP OF RISER = 759.00
(4'X4' GRATE OPENING)
1" SCH. 40 PVC
DRAWDOWN ORIFICE
NORMAL POOL EL. = 755.00
M
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FLAT PLATE: I W
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HOLE SIZE: "
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PLANTING SPECIFICATIONS
LOCATION
BOTANICAL NAME
COMMON NAME
SHALLOW
WATER
Acrus subcordatum
Sweetfiag
Allisma subcordatum
Water plantain
Hydrolea quadrlvalVis
Waterpod
Iris virginica
Waterpod Blue flag iris
Juncos difusus var.
pylaei or solutus
Soft rush
Ludwigia spp.
Primrose willow
Peltandra virginica
Arrow arum
Pontederia cordata
Pickerelweed
Sagittaria lat'Ifolia
Duck Potato
Sagittaria lancifolia
Bulitoungue
Saururus cernuus
Lizars's tall
Schoenoplectus
tabernaemontani
Soft stem bulrush
Schoenoplectus
americanus
Three -square bulrush
Schoenoplectus
pungens var. pungens
Scirpus cyperinus
WooIgrass
Zizaniopsis miliacea
Giant cutgrass
SHALLOW
LAND
Asclepias incarnata
Swamp Milkweed Quill
sedge
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus
dubius
Dwarf Joe Pye Weed
Eupatoriadelphus
flstulosus
Joe Pye Weed
Epatodadelphus
macutatus
Spotted trumpetweed
Hibiscus coccineus
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobelia elongata
Longleaf lobelia
Lobelia siphilitica
Great blue Lobelia
Rhynchospora
colorata
Starrush whitetop
Saccharum baldwinii
Narrow plumegrass
BOLTED TO CONC.
GALVANIZED BAR GRATING 1" x 118" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
.,_ENFORCED CONCRETE BOX
/ (CONTRACTOR SHALL SIZE FOR
VX6 TOP GRATE OPENING)
(1) 18" CULVERT
BASE
POND OUTLET STRUCTURE SECTION
NOT TO SCALE r
OUTLET PIPE
(1)18" RCP (CL.III)
INV. UP = 750.00
INV. DOWN = 749.63
SLOPE =1.0%
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