SW8990306_Approved Plans_20191024

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PARKING EXPANSION
1826 SIR TyLER
DRIVh
WILMINGTON ,
NORTH CAROLINA
sToRmv(iATER DEIGN DocUMFNTS
AUGUST 2019
FOR
CAPhL JAR REALTORS
1826 SIR TYL h,R DRIV r, _
PARKING LOT F XPAN SION
wILmIN G O\ NC 28405 1826 SIR TYLER DRIVE
WILMINGTON, NORTH CAROLINA
PROJECT # 18151 .PE AUGUST 2019
SHEET INDEX
SHEET NUMBER SHEET TITLE
Z C-0.0 COVER SHEET
O C-1.0 GENERAL NOTES
HC-2.0 SITE PLAN
U C-2.1 SITE INVENTORY & TREE REMOVAL PLAN
C-3.0 GRADING-DRAINAGE-EC PLAN
H' C-3.1 INLET DRAINAGE AREA MAP
C/) C-4.0 - 4.1 DETAILS
L-1.0 LANDSCAPE PLAN
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NOTICE REQUIRED r APPROVALS: CONSULTANTS:
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY 0 + APPLICANT:
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. WCITY
1LMHN G T 0N
CAPE FEAR REALTORS
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED NORTH CAROLINA 1826 SIR TYLER DRIVE
,-_-1 Public Services • Engineering Division WILMINGTON, NC 28405
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT -- APPROVED STORMWATER MANAGEMENT PLAN
OF EXCAVATION OR DEMOLITION. \ ' J I I '�!�\� j % \ ENGINEER /
I .-\
�- Date:, Permit#
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM ji I -./(_ {/ 1 =� / IF` �"I/ \� T T� LANDSCAPE ARCHITECT:
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. i'i I) I TT
f �' .....__�' y/% •�I Signed:
�lI' Iv PARAMOUNTE ENGINEERING, INC.
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122 CINEMA DRIVE
1 I ! / F\ - ��� Approved Construction Plan WILMINGTON, NORTH CAROLINA 28403
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CONTACT THESE UTILITIES __L�._ I ` (a '.
_, i i 10 2- , Y ' � Name Date ATTN: ROB BALLAND, P.E.
�� / I�, ,_,� � MIKE NICHOLS,ASLA, RLA
CITY OF WILMINGTON PLANNING & DEVELOPMENT CAPE FEAR PUBLIC UTILITY AUTHORITY(WATER & SEWER) f m ,,�/ 4 \ „ ,, �' Planning PHONE: [phone]
ATTN:BRIAN CHAMBERS,PLANNER ENGINEERING/INSPECTIONS / (___�- f- j� -)7 i 1 ..
PH:910-342-2782 PH:910-332-6560 11 °I p ,I \ Traffic
`�; I I' LL C ; d /� \, ; ��, ' L� � SURVEYOR :
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ATTN:ZONING INSPECTIONS OPERATIONS/MAINTENANCE t } l I 'i ;; J � Fire PARAMOUNTE ENGINEERING, INC.
PH:910-254-0900 PH:910 322 6550 Lei ; _ '�� `----- i' ' , J�
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I` _ ,\ r p WILMINGTON, NORTH CAROLINA 28403
PIEDMONT NATURAL GAS DUKE ENERGY i\ / r
DISTRIBUTION CONSTRUCTION SERVICE 1 i I = ,/1 /
i -i SI \ �, '` For each open utility cut of ATTN: CHRIS GAGNE, PLS
ATTN:CATHY PLEASANT ( �/ P Y
PH:910-256-7223 I ` .. (910 791-6707
I _a / C/� PHONE:
�� " -L - - Citystreets a $325 permit ) b�{ 041
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PH:910 251-2827 DEP CSC PH:1-800-452-2777 r �``_ —L ' /'\ ✓ ~ _P_� :1: shall be required from
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EMERGENCY DIAL 911 7� �� �` "
POLICE - FIRE - RESCUE AT&T/BELL SOUTH 1 J ; ram.
ATTN:JAMES BATSON,ENGINEERING 'N ' a \I �� I` A7/1_ � I . : k� � / and/or project acceptance.
PH:910-341-1621 \ T I � _� ;
8 SPECTRUM \.�_ I I ,L `J 11 ,',// 4c C --,.\ /- ; ' k�: Oial•c�-51,,!
PH:910763-4638 VICINITY MAP
SCALE:1"=1000°
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PREPARED BY: .`` 0\wiiio,//
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122 Cinema Drive Wilmington,North Carolina 28403 2 °°F —.�?�
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NC License#: C-2846 i"'
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r GENERAL EROSION AND SEDIMENT CONTROL NOTES: EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NC ACCESSIBILITY NOTES: 1
COORDINATION NOTES:
NC ACCESSIBILITY NOTES CONTD.
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION 1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH GENERAL NOTES: PARKING SPACE NOTES:
OF THESE PLANS. PERIMETER DIKES,SWALES,DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7 "PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE 1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT(2010
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL ADA STANDARDS),THE NORTH CAROLINA BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OF ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL REGULATIONS. FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
WILMINGTON,NEW HANOVER COUNTY,CAPE FEAR PUBLIC UTILITY AUTHORITY(CFPUA),AND THE IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE.
2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX(96)INCHES WIDE. ACCESS AISLES SHALL
STATE OF NORTH CAROLINA. MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL DISTURBANCE,TREE PROTECTION FENCING,AND TEMPORARY SILT FENCE. CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO HANDBOOK.(NO SEPARATE PAYMENT). THE PROJECT. IN ADDITION,PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND AISLE SHOULD BE 96 INCHES WIDE(OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
BE USED WITH THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF 2. CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED,ROOTS,ROOT MAT,ETC.FROM THE AREA DETAILS,AS WELL AS IN OUR DRAWINGS,TO PROVIDE SLOPES/GRADES AND DIMENSIONS THAT WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES,THE WIDTH MEASUREMENTS
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT 3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE WITHIN THE DESIGNATED CLEARING LIMITS. COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE PRE-CONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS&REGULATIONS. IF THESE SLOPES/GRADES
ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE
IMPROVEMENT STAKEOUT(S). ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. CONSTRUCT TEMPORARY SEDIMENT BASIN(S)AND ASSOCIATED SKIMMER,OUTLET PIPE,SPILLWAY,ETC. AND DIMENSIONS ARE NOT ACHIEVABLE,THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,THE CONTRACTOR IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR 4. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,AND TO LAND DISTURBANCE. DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING 3. THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN CONSTRUCTION. BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS,WHETHER BY PARAMOUNTE SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
THE RECORDED EASEMENT. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
ON THE SITE AT ALL TIMES. 5. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING ACTIVITY. CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF 4. TWO(2)ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
DIMENSIONS AND DETAILS. 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE ANY SUCH CONFLICT(S).
PLANS(INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS STAGING OR STORAGE 6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET,ETC.,THE 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
GENERAL NOTES: TO THE OWNER FOR REVIEW AND TO NEW HANOVER COUNTY FOR APPROVAL.CONTRACTOR SHALL PAY DRAINAGE SYSTEM. REQUIREMENTS ONLY. REFER TO SIDEWALK,CURBING,AND PAVEMENT DETAILS FOR ADDITIONAL 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. Z
ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE INFORMATION. O
1. TREE INVENTORY AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO U)
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO ACCESSIBLE ROUTE NOTES: BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH W5
THE OWNER AND ENGINEER. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL THE FAILURE OF THE EROSION CONTROL MEASURES. SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER THE CC
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE PAYMENT). 8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE,THE CONTRACTOR SHALL CONTINUE TO SPACES AND ACCESSIBLE PASSENGER LOADING ZONES;PUBLIC STREETS OR SIDEWALKS;AND PUBLIC 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,FIRM
THE PLANS.THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES ENGINEER OR EROSION CONTROL INSPECTOR. SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
ELECTRONIC DEVICES,HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,ACCESSIBLE FACILITIES,
IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ACHIEVED. 9. UPON RECEIVING FINAL APPROVAL,THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL 2. ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0%IN
ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE MEASURES. ALL DIRECTIONS.
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR 3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SEEDED AS INDICATED AND STABILIZED. 10. THE CONTRACTOR SHALL CONTINUE TO WATER,FERTILIZE,MOW AND MAINTAIN GRASS&PLANTED SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%. 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
SUPPORT OF EXISTING UTILITIES,SUCH AS POLES,CONDUITS,FIBER OPTIC CABLES,TELEPHONE AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. ROUTE.
CABLES,WATER LINES,ETC. 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL O
PRIOR TO DISCHARGE TO RECEIVING OUTLET. EROSION CONTROL MAINTENANCE PLAN: THAN 5.0%IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT(98)INCHES MINIMUM. SIGNS SHALL BE PROVIDED d'
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF 4-1 VAN
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. 5. TRANSITIONS BETWEEN RAMPS,WALKS,LANDINGS,GUTTERS OR STREETS SHALL BE FLUSHAND FREE VAN ACCESSIBLE PARKING SPACES. (V
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. OF ABRUPT VERTICAL CHANGES(1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED). O •
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 4--1
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE .-�
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO 12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT 7
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THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,ERECT AND MAINTAIN AT ALL STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE OF SIXTY(60)INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN a) 3.., Z
TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS, ENGINEER. (NO SEPARATE PAYMENT).NCDENR'S FINAL APPROVAL IS REQUIRED. IMMEDIATELY REMOVED. 7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT(48)INCHES ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE i--�,I N
FENCES,SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED(NC BUILDING CODE INSTALLED WITH BOLLARD PROTECTION.
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING 3. SEDIMENT FENCE/SEDIMENT FENCE OUTLETS-SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT 1104.1 &1104.2). 4-I
CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. (NO SEPARATE FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY _ HO
EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON PAYMENT). TO MAINTAIN A BARRIER.STAKES MUST BE STEEL,AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN 13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1 SHALL 0 Ct
FORTY-EIGHT(48)INCHES IN WIDTH,CLEAR WIDTH SHALL BE FORTY-TWO COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND 1- rT
UNIFORM TRAFFIC CONTROL DEVICES"BY THE USDOT. AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE (42)INCHES MINIMUM THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES.A SEPARATE SIGN IS REQUIRED FOR T . •
14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE CONTACTED BACKING ARE USED.IF ROCK FILTERS(OR EXCELSIOR WATTLES)ARE DESIGNED AT LOW POINTS IN THE APPROACHING THE TURN,FORTY-EIGHT(48)INCHES MINIMUM DURING THE TURN,AND FORTY-TWO(42) EACH SPACE.SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE Cl)
PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH FABRIC ALONG INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE 0
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SPACE.
DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THIRTY-SIX(36)INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY(60)INCHES MINIMUM. L_
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED SEDIMENT,NO LONGER DRAINS,OR IS DAMAGED. Z_
THAN 2:1 MAXIMUM.DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. .`SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES* 14. ACCESSIBLE PARKING SPACE,ACCESS AISLE STRIPING,AND INTERNATIONAL SYMBOL OF ACCESSIBILITY N N
OF OFF-SITE. Z Q0
4. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO SHALL BE PAINTED BLUE(OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT). w
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS,DENSE 9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY(60)INCHES SHALLPROVIDE PASSING LU �--1 Poe
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF VEGETATIVE COVER. SPACES AT INTERVALS OF TWO HUNDRED(200)FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A PASSENGER LOADING ZONE NOTES: O
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. SIXTY(60)INCH MINIMUM BY SIXTY(60)INCH MINIMUM SPACE;OR AN INTERSECTION OF TWO(2)
DEMOLITION NOTES: WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
5. INLET PROTECTION-SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL,BLOCK AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT(48)INCHES MINIMUM BEYOND THE 1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX(96)INCHES WIDE
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER GRAVEL,OR ROCK-PIPE INLETS,WHEN IT REACHES HALF-FILLED.ROCK WILL BE CLEANED OR REPLACED
TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS, SANDY SACKS,AND SOCKS NEED CHECKING INTERSECTION. MINIMUM AND TWENTY(20)FEET LONG MINIMUM.
SERVICE CONNECTIONS WHEN NECESSARY. EVERY WEEK AND AFTER RAIN. 2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY(60)
8. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE 10. DOORS,DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY 0
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION 6. SEDIMENT BASIN/SEDIMENT TRAPS-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODE/ANSIEaven4 FOR VERIFICATION OF ALL SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE REQUIRED.ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS. SERVE.
BEGINNING CONSTRUCTION. PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION. AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION Z O
DAMAGE, PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL 11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE 3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY. ZN
9. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION,HAULING AND OFFSITE TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
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4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES (�
PROTECTED FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. DISPOSAL OF CONCRETE PADS,CONCRETE DITCHES, FOUNDATIONS,SLABS,STEPS,AND REPLACED IF THEY COLLAPSE,TEAR, DECOMPOSE, ETC. NOT EXCEEDING 2.0%IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE :� C1 00
.
STRUCTURES;ABANDONED UTILITIES,BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. Z
12.WHERE POSSIBLE,DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE.IN THE EVENT _., p [� N
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10. ACCESS TO UTILITIES,FIRE HYDRANTS,STREET LIGHTING,ETC.,SHALL REMAIN UNDISTURBED, STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE 7. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE,THE GRATE SHALL COMPLY - Q
THE INTAKE MECHANISM,ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),A117.1,THE NC BUILDING CODE, V .�
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND 5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
THE BASIN IS DRY,MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE AND APPLICABLE LOCAL LAWS&REGULATIONS FIRM AND SLIP RESISTANT. CD ff g -.5-
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. AS SHOWN ON THESE PLANS. SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING 2._...) - a;
WITH ICE. RAMP NOTES: O
THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY,STRUCTURES AND UTILITIES ON THE 6. VEHICLE PULL-UP SPACES,ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN W Z
12. PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE PASSENGER LOADING ZONE TO A W
8. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE N O a
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. VEHICULAR EXIT SERVING THEM,SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE,OR IF STONES HAVE BEEN CONSIDERED A RAMP. (114)INCHES MINIMUM. Z c O U
13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS"BROOM OWNER. DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER OFFSITE _ Z
SEDIMENTATION. 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE SHALL BE 20% ACCESSIBLE ENTRANCE NOTES: gCLEAN AT ALL TIMES. 5. ELECTRIC,TELEPHONE,SANITARY SEWER,WATER AND STORM SEWER UTILITIES THAT SERVICE . . 0 N-
CULVERTS,CURB AND GUTTERS, ROADSIDE DRAINAGE OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE 9. EMERGENCY SPILLWAY/FOREBAY PROTECTION-AFTER EVERY HIGH-WATER EVENT INSPECT THE
1. ACCESSIBLE ENTRANC
ES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT
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14. ALL STREET SURFACES,DRIVEWAYS, INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL 3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES(NC BUILDING CODE .4t!toi Z
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A CONTRACTOR. NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS. 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN,THE CLEAR WIDTH SHALL BE MEASURED (2010 ADA STANDARDS)AND THE NORTH CAROLINA BUILDING CODE,AND APPLICABLE LOCAL LAWS&
REGULATIONS.
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER. BETWEEN THE HANDRAILS.
SPECIFICATIONS. 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD(DIGITAL)OF DEVELOPMENT 2. DOORS,DOORWAYS AND GATES SHALL THE AMERICANS
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN. 10. DIVERSION DITCHES/GRASS SWALES-INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY(30)INCHES MAXIMUM. ACT ENTRANCE2010 ADA STANDARDS)R , OW THE NC GATES
ANSI COMPLYA WITH17.1 AND SHALL BE WITH ACCESSIBLE
DISABILITIES
15. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION AFTERWARDS,A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ROUTE.
OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR 5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOME PERMANENT GRASS SWALES. NOT STEEPER THAN 2.0%IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE GENERAL STORM SEWER NOTES
THEN GROW GRASS INTO A HEALTHY,VIGOROUS CONDITION. AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY(60)
16. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE 7. EXISTING CURB AND GUTTER,LIGHTS,SIDEWALK,AND UTILITIES NOT INTENDED FOR DEMOLITION INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A
CONTRACTOR,DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE SHALL BE MAINTAINED,PROTECTED AND UNDISTURBED DURING DEMOLITION. 11. CHECK DAMS-EXCELSIOR OR RIP-RAP-SEDIMENT SHALL BE REMOVED FROM THE DAM WHEN IT CLEAR LANDING OF SIXTY(60)INCHES BY SIXTY(60)INCHES MINIMUM. 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
OWNER FOR REVIEW,NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE REACHES HALF-FILLED. CHECK DAMS SHALL BE REPAIRED OR REPLACED,AND CHANNEL SHALL BE WILMINGTON REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE
WITHOUT THE PERMISSION OF THE OWNER,THE CITY OF WILMINGTON,NEW HANOVER COUNTY,OR 8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL REPAIRED OF RUTS,PIPING,AND SETTLEMENT AROUND THE DAMS AS NEEDED. 6. RAMP RUNS WITH A RISE GREATER THAN SIX(6)INCHES SHALL HAVE HANDRAILS ON BOTH SIDES PROJECT SPECIFICATIONS.
CFPUA,RESPECTIVELY. FROM THE PROPERTY AND PROPER DISPOSAL. COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NC BUILDING
12. CONCRETE WASHOUTS-CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.THE 9 CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75%CAPACITY WITH RAIN
DRAWINGS. H
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE 7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
UTILITIES INCLUDING CABLE,GAS,TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA THE SITE WITH THE RESPECTIVE COMPANIES. AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE I 0 COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS 8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76,UNLESS
RECYCLED. NC BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS SHALL BE PROVIDED ON I I--I
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE INDICATED OTHERWISE ON PLANS.
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR 10. CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY. EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. r^ CIS
PERMANENT SEEDING ROOF DRAIN NOTE: v: Z W
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"TOLL FREE 1-800-632-4949 9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANEUVERING CLEARANCES �"{
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR 11. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS,CURBS AND GUTTERS AND SIDEWALKS TO BE REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NC BUILDING F I N
DEMOLISHED. TIME OF FERTILIZER CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS 1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO
CONTACTING ALL NONSUBSCRIBING UTILITIES. GRASS TYPE LBS/ACRE SEEDING LIMESTONE THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING,LANDINGS SHALL BE SIZED TO STORMWATER COLLECTION SYSTEM. _ U
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS, EQUIPMENT, 12. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL,STATE AND FEDERAL PROVIDE A COMPLIANT TURNING SPACE. 0 �T� 7
ETC.,THAT MAY BE REQUIRED. REGULATIONS AS WELL AS OSHA REGULATIONS. BERMUDA,HULLED 10-20 MARCH-AUGUST CURB RAMP NOTES: EXISTING UTILITY NOTES:
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BERMUDA,UNHULLED 35 SEPT. - FEB. BY SOIL TEST F""�
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS 13. EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE. ^
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE 17
BY SOIL TEST .L
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. CENTIPEDE 10 MARCH-AUGUST SHALL BE 2.0%. ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED C O 0
14. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, (NO HIGH PH) UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 1
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS. 2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE I H
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL TALL FESCUE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB 2. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND O
BE WHITE. 300 LB/AC 10-20-20 y �.J
(COASTAL CULTIVAR 50 MARCH-AUGUST RAMPS TO WALKS,GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. ABOVE GROUND,ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECOMMENDED) OR BY SOIL TEST Z Z
NEW HANOVER COUNTY LAND QUALITY STABILIZATION TIME FRAME NOTE: RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD FTC
21. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO 3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES(36)MINIMUM, EXCLUSIVE OF FLARED SIDES, IF �,i.�
DENUDED AREAS MUST BE STABILIZED WITH FIFTEEN(15)WORKING DAYS OF CEASE OF ANY PHASE CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.ANY
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT OF ACTIVITY. ALL SLOPES MUST BE STABILIZED WITHIN TWENTY-ONE(21)CALENDAR DAYS OF PROVIDED.*NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS. SLOPES>=2:1 DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES,SWALES,CHANNELS AND CENTIPEDE SERICEA 5 JAN DEC BY SOIL TEST MINIMUM WIDE(1104.1 &1104.2).*
IMMEDIATELY. Z ch-/-)i 1, ..4
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STOCKPILES. LESPEDEZA 20
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22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS 4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
OTHERWISE NOTED. NPDES BUILDING WASTES HANDLING: SHALL BE THIRTY-SIX(36)INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WETLAND NOTES: L _ ` NI
1. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS. WIDE AS THE CURB RAMP,EXCLUDING FLARED SIDES,LEADING TO THE LANDING. LANDINGS SHALL (`,/�
2. DEDICATED AREAS FOR DEMOLITION,CONSTRUCTION AND OTHER WASTES MUST BE LOCATED TEMPORARY SEEDING HAVE A SLOPE NOT STEEPER THAN 2%IN ANY DIRECTION. 1) THERE ARE WETLANDS FLAGGED AND SURVEYED ON THE SUBJECT PROPERTY BY 1"� F-i
TRAFFIC NOTES: 50'FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. MICHAEL UNDERWOOD AND ASSOC.AND LAND MANAGEMENT GROUP. THE USACE 1'�
3. EARTHEN MATERIALS STOCKPILES MUST BE LOCATED 50'FROM STORM DRAINS AND STREAMS 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,OR WHERE IT IS APPROVED THE JURISDICTIONAL DETERMINATION ON AUGUST 15,2017 AND ' ' ' 0.)co
• coc�In1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY&FOR DRIVEWAY(S)ARE TO BE THERMOPLASTIC UNLESS NO REASONABLE ALTERNATIVES AVAILABLE. TIME OF FERTILIZER NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES. EXPIRES ON AUGUST 15,2022. a w a
4. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, GRASS TYPE LBS/ACRE C ZO cci
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&MEET CITY OF WILMINGTON AND/OR NCDOT STANDARDS. WETLANDS, OR BUFFERS. SEEDING LIMESTONE 6. WHERE PROVIDED,CURB RAMP FLARES SHALL NOT EXCEED 10%.
2. TRAFFIC CONTROL DEVICES(INCLUDING SIGNS AND PAVEMENT MARKINGS)IN AREAS OPEN TO PUBLIC
NPDES INSPECTIONS: RYE GRAIN 50 PR. 400 LBS/AC. 10 20 20 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT Q
OCT..
TRAFFIC ARE TO MEET MUTCD(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)STANDARDS. 1. SAME WEEKLY INSPECTION REQUIREMENTS. PROJECT INTO VEHICULAR TRAFFIC LANES,PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT U) 2
2. SAME RAIN GAUGE&INSPECTIONS AFTER 0.5"RAIN EVENT. MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS,EXCLUDING ANY FLARED D CC
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE 3. INSPECTIONS ARE ONLY REQUIRED DURING"NORMAL BUSINESS HOURS". SWEET SUDAN
MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. GRASS 50 JUNE AUGUST 400 LBS/AC. 10 20 20 SIDES. Q >
4. INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A CITY OF j Z
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. SITE-SPECIFIC EXEMPTION IS APPROVED. GERMAN or 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED g
50 JUNE-AUGUST 400 LBS/AC. 10-20-20 J g0
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5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. BROWNTOP MILLET VEHICLES. GTO� ¢c O oLL Z
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6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. NORTH CAROLINA 1 W a?w w a o
5. ANY OPEN CUTTING OF A CITY STREET REQUIRES A UTILITY CUT PERMIT.CONTACT 341-5888 FOR MORE STRAW MULCH 9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR(24)INCH DEEP DETECTABLE w g o¢ . z z
4,000 0O UJJL wJ(� U
DETAILS. IN CERTAIN CASES,AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE NPDES SEDIMENT BASINS: AS NEEDED WARNING COMPLYING WITH 406.12 Al17.1, EXTENDING THE FULL WIDTH OF THE RAMP.REFERTO Public Services • Engineering Division z w¢ F ¢ rn w
REQUIRED. 1. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE AREA IS DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT,ORIENTATION AND NOTES.THE NC APPROVED STORMWATER MANAGEMENT PLAN d 0 sy a it z w o 0 IT o v
LESS THAN 1 ACRE. BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
6. CONTACT TRAFFIC ENGINEERING,AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND 2. USE ONLY DWQ-APPROVED FLOCULANTS. STABILIZATION TIME FRAMES: THE 2010 ADA STANDARDS-HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE. I SEAL 111111 I I I i�/
EQUIPMENT ARE SHOWN ON THE PLAN. CALL TRAFFIC ENGINEERING FORTY-EIGHT(48)HOURS PRIOR *IN THE EVENT THAT THE GOVERNING AGENCIES TIMEFRAME FOR STABILIZATION VARY, Date: Permit# �L�\\ CAR 1����
TO ANY EXCAVATION IN THE RIGHT OF WAY. NPDES-SPECIFIC PLAN SHEETS NOTES: CONTRACTOR SHALL MEET THE MORE STRINGENT REQUIREMENT. 10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,%INCH WIDE BY Y.INCH DEEP,ONE(1) i �\0�.\\A °°°Off/ i,�
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCG010000. INCH CENTERS TRANSVERSE TO THE RAMP.
7. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND/OR CURBING SHALL BE 2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER Signed: _ I7
REPLACED. PERMIT NCG010000 ONLY. NPDES WATER QUALITY STABILIZATION TIME FRAMES 11. WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. °°¢ SEAL -9,°°°
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES II .7.-- a 034354 ° -
8. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.
GENERAL STORMWATER PERMIT NCG010000. SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 12. WHERE PROVIDED,PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK A roved Construction Plan ,
4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THE NPDES PORTION OF THIS PAGE OF THE PERIMETER DIKES,SWALES.DITCHES AND SLOPES 7 DAYS NONE AND NOT ON THE SIDEWALK. �� � y°° ,c. ���o-
PLANS AND THEY ARE NOT A PART OF THE APPROVED PLANS FOR THE PURPOSES OF - f-'-�i % 2�es'
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81 • Name Date � s ``°°°°°°° ` s
ENFORCEMENT ACTION UNDER THE COUNTY CODE. HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE 13. WHERE PROVIDED,DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE ^ ii BRAND ���
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SLOPES STEEPER THAN 3-' 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE RAMP AREA. For each open utilitycut Of ///��II I I11111\\
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED P Planning SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH 14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. City streets, a $325 permit
„,k ALL OTHER AREAS WITH SLOPES FLA-7ER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES shall be required from the Trrafflc
.� City prior to occupancy I Fire
Know what's below. and/or project acceptance. -.-1 C- 1 0
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PEI JOB#: 18151.PE

NCDENR PWSS WATER PERMIT#: I
CITY OF *�. ,
LANDSCAPE & OPEN SPACE CALCULATIONS C.I o0
x `\\P"'"- • PRIMARY STREET YARD WATER CAPACITY: GPD , ..4L GTOI N
• ,. . . . . . . 2" S9.5B DWQ SEWER PERMIT#: � x''' " NORTH CAROUNA CO v
s ' a "`` '""� 297.8 LF X 18 = 5,360.4 SF REQUIRED
SURFACE COURSE (SEE LANDSCAPE PLAN)
SEWER CAPACITY: GPD Public Services • Engineering Division
-GRA, ,I4. SEWER SHED#AND PLANT: APPROVED STORMWATER MANAGEMENT PLAN
ID ,,,,, !#ice!#l+l�f�l+ii;� ail ! � 6" CABC NO OPEN SPACE IS REQUIRED FOR THE PROPOSED USE Date: Permit#
3 0 ; )\ 0 .iii!!l44414144444 aii PROPOSED DRIVEWAY, REMOVE AND REPLACE SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
\' ,- / /\ \\\/y// \/ / \ \ WATER AND SEWER DEMANDS EXISTING PARKING SPACES IN PROPOSED PARKING Approved Construction Plan Signed:
o ;, ,\\ \\//\\\\\/\\/\\ \ `\ LOT IS CURRENTLY VACANT AND NO WATER OR SEWER * EXPANSION (5 SPACES TOTAL REPLACED) Name Date For each open utility cut of
/�` \\J\\` /\\\ COMPACTED SUBGRADE ARE PROPOSED. LOT IS TO TO BE USED FOR PARKING ONLY. Planning City streets, a $325 permit
1 f .,.-". 21 �\/'\ `\s<\/\�`\ \/��> PER SPECIFICATIONS EXISTING TREE TO REMAIN AND shall be required from the I- I—
? \ WATER: 0 GPD (CURRENT USE) PROTECT IN PLACE Traffic City prioroccupancy w w
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�.o� and/or project acceptance. 2 2
ASPHALT PAVEMENTPROPOSED CURB (TYP) Fire p } p
I. - ,, - - ' "MM. 4,,Atm, Ath,*
(PARKING LOT SECTION) SEWER: 0 GDP (CURRENT USE) 0 0
20'X70' SIGHT DISTANCE U U
.1,0,4
SEWER: 0 GPD (PROPOSED USE) PARKING SPACE (8.5 X 18) U U
\ . iiii:‘v...,
? „ %ill! TYPICAL, (56)TOTAL TRIANGLE (TYP, BOTH SIDES) CONVERT (1) EXISTING PARKING Lt CC
y GENERAL NOTES SPACE TO ADA PARKING SPACE O 0
I.7
EXISTING DRIVEWAY — 0 0
( rill --\\)
' ;; 1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE WHEEL STOP 01 ADA ACCESSIBLE RAMP AND REMOVE (1) EXISTING PARKING Z F-
r N. t \ TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. sl, (BOTH ENDS OF ISLAND) SPACE TO PROVIDE FOR REQUIRED O z
r.
2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE `°j ADA ACCESS AISLE LOADING AREA 0 0
�} f f -- /- A
� \ TO MEET MUTCD STANDARDS. r PROVIDE ADA COMPLIANT RAMP AT w cai)
I 1 ' 3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO I w EXISTING SIDEWALK CONSTRUCT w w w
--- \'" m " " EXISTING FIRE HYDRANT
EXISTING TREE TO BE
< J ..r' BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD _ .-S� SIMILAR TO EXISTING
REMOVED SEE SITE INVENTORY ct
-`. � "",. EXISTING CURB TO REMAIN
# PV INV NE 18.18 / / �•< )
• , STANDARDS. ( )=
( oo° 4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS PLAN FOR ADDITIONAL INFORMATION INV(E)=15.17 "
( )- '" ----- \-,-,-0------:
\\X ^ ~M �~� EXISTING 5" SIDEWALK
o \ SHALL BE WHITE. INV SW 15.14 Cri _ �'— ~` ~ EXISTING PARKING
Ra51oo-003-099-000 _-__ -.-5 .�---r.;-: � -~ TO REMAIN
�� \ 5. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING CCC WESTFALL PARK LLC / y {(Ij �\-'y� �r i� — EXISTING BICYCLE (ADJACENT PARCEL)
. > _ a`.ta u ,`. WILL BE REPLACED. ETAL CC%%%
t -- / - PARKING - (10) SPACES
6. CONTRACTOR SHALL REFER TO LANDSCAPE PLAN AND SITE INVENTORY PLAN DEED BOOK 6017.PAGE 999 / ��a -�: TO REMAIN
LOCATION MAP FOR SPECIFIC TREE REMOVAL AND OTHER LANDSCAPING DETAILS. ZONING:0&1-1 -''f` , //�
OFFICE&INSTITUTIONAL(GENERAL) cMF
SCALE: 1"-500 7. PROPERTY NOT LOCATED WITHIN A HIGHWAY OVERLAY DISTRICT. c} ",... -i R--
O
- ~
EXISTING SEWER SERVICE (TYP) \ 00
SITE INFORMATION
EXISTING CURB AND GUTTER ..
OWNER INFORMATION: SIR TYLER DEVELOPMENT, LLC2\
ON SIR TYLER DRIVE TO REMAIN EXISTING STORM DRAIN RII�1=19.s4 _ — ".W '
4-1
CAPE FEAR REALTORS
AND PROTECT IN PLACE ` ' - �' _ �INviNWj=1 .83 ; 7:-----'-'';''''f:::''''' \-:,i\‘''-'t'18rt-'I'l ''''7'vliLINE (TYP) 1NV(F)=1 9 ;; u` j
1826 SIR TYLER DRIVE , �' �.. , _........, .,� ► � �- � � \ ,� N
3NVtSE}= a.9CI �3 r � 1,/. ��M. _,H"�,�..�-� 1 1�- � � �`� ��\ �...\ 4-•I f I
WILMINGTON, NC 28405 PROPOSED STORM DRAIN TIE INTO EXISTING WATERN 1 -
r Il v(sw).15 7 t - ' \ 1 \ " ri /1�
EXISTING SERVICE (TYP) / S / M - t,
PROJECT ADDRESS: 1826 SIR TYLER DRIVE R
�`i ," �" i _ _ - ACCESSIBLE PARKING z Q
WILMINGTON, NC 28405 \, Q�` 1 ,:..' 1 _ i 1i O
�� �1 - ../ � 1,''g',2 c ---" 1 SPACE SYMBOL �••i
Q• ' 4 \\ „, ^`, 1 t (FIG. 3B 22, MUTCD Q ...�
EXISTING DRIVEWAY AT LOT ACROSS r �, = �U I� ,�/' •
` )
TAX PARCEL IDENTIFICATION #: R05100 003 077-000 SIR TYLER DRIVE, SHOWN FOR �� �C'� ��/o "'' t .
�lCD
��--++
RECORDED DEED BOOK: DB2796, PG 310 REFERENCE PER CITY COMMENTS '=' CJ .Q� ) ( • '\, DETECTABLE — z_ �+
CURRENT ZONING: O&I-1 - OFFICE & INDUSTRIAL DISTRICT 1 (TYP OF 2) ,,-
p�c �60 Y \� \ \I.) WARNING I- �MN ''-'
EXISTING USE: VACANT LAND ' ar.- j - -; • - /''\ DOMES (TYP) A, ;}\ w
PARKING PROPOSED 5' SIDEWALK, MATCH v 626 Irk�- r` '(9A _ U N
PROPOSED USE: V Rim- R:,.= ' - • < ' -..'- i ' • , /I 7,/7 C..�\;�'�.,:> v
TOTAL SITE AREA: LOTS 37R/38R/39R - 2.92 AC (127,290 SF) AND MEET EXISTING WHERE OCCURS f .-S- IN:,.IE=14.95 _ w -' ••
.. !, "` ' •
IhI`4 7��j 5,Yg \A Yam! ' \ v � ; L. m
TOTAL PROJECT AREA: LOT 39R 1.0 AC (43,560 SF)
,'' , lor 11, ,,,,,'/////:/',,:/A,,x ,,,,,,,,-. \\,‘,‘ 1,-:-:-_,„!.77).----"' \\:::
FLOOD INFORMATION: THIS PARCEL IS LOCATED IN \"
FLOOD ZONE X, WHICH IS NOT A SPECIAL f \' \ yN 1 �� I / _ p
4")
FLOOD HAZARD AREA AS DETERMINED r/N i ) A4AL 15•°,I
i
F '"" '�' ''' i i I`� /\i it i' - .' Z
BY FEMA FLOOD PANEL 3158, MAP NUMBER RIR.3 153= 7 � �� o r \ ` ,ACCESSIBLE PARKING o
3720315800 K, DATED AUGUST 28, 2018 N�ryEr=14. 8 � [ 1 SPACE SIGN
f - / ,,'" 7i'/ ':" - i r im i �`t .` - --�' �:, N
INV SE)=1,1 r8ZI NV(N',-'4,C7 •., '- C.,. _r --- .n � /'� E' I R20 f� .,. t iiiL—,�,. :""'""„- ;—� tt " Vr
\ I (7
THERE IS NO FEMA 100-YEAR FLOODPLAIN ! '}� i o f
r
co oho
T z
I �
LINE WITHIN THE PROJECT AREA •tip, .�N. O
,� hlTv-"E
•
i ._,,,,i,_,,,,ii -., ,,, 0 I j i it
cd U
CAMA LAND USE CLASSIFICATION: URBAN \ dr-
. �' �� 4 11 \ (
ml
"'` ; ., REVISION OF SECTION 2, 'NESTFALL PAM *k
\ I i � e.tt \.x :. k MAP Of1fC7 PAGE 75 N ^ can
CONSERVATION DISTRICT: POCOSIN ` ' 77V \/ 1 � 1. 4. •
w
._� -�\ ,'� t ' EXISTING BUILDING Z O
/ cr�lr ' f u i ` R1 • o \ I 't _\ 1 - 25,246 SF m N o ;�
CCa/ _ A�� E 5 •12 OAK • ? ,�, ../ �,,,.-. �..".-- \- ,, ..� (� [�
DIMENSIONAL REQUIREMENTS G� ; I
�� 3 STORY Z V
DISTRICT 1 ` �- � A iiid -
O&I 1. OFFICE AND INSTITUTIONAL, i \ ;. C5 o A '\ A.-- t \t \ )
FFE-24.5 �
- MINIMUM LOT AREA: 1,500 SF 7S -\r' � d'j I\ ��Q� po N.
zno R3 \ /' ~i \� `� Ra51oo-003-075-00 0 0 p
i 1... \ 1 r
MINIMUM LOT WIDTH: 80 i �` )p
Y„ \ ( \� t '�' ,--� ,� ' t, t f~ SDEEDLBOOK 56G1 PAGE 1961 Z
- MAXIMUM LOT COVERAGE: 40% / �' �1€ I I %
„ ' 1Q� 1l ,,t �.. __. i 11 MAP BOOK 41,PAGE 75 G�
- MINIMUM FRONT SETBACK: 20' ' I 9TO _
LOPMENT LLC.
�� �� ZONING:O&I .1G
w
c� ., � c5;,,, j ,4�~ OFFICE&INSTITUTIONAL GENERAL :f
MINIMUM REAR SETBACK: 10' �\ \ y O t { ( )
- MINIMUM INTERIOR SIDE SETBACK: 10' '� ,,- ,,'r -A
-' r ' `i s i1 1 '' A00,,,,"''',/'
�,yg�;�is � i , �� R3 a i _.,_, " t \ �100 �a
- MINIMUM CORNER LOT SIDE SETBACK: 20 \ I I
- MAXIMUM BUILDING HEIGHT: 45' /// TYp o `�
w
, . , . \. \ '' ' \ \
PROPOSED BUILDING SETBACKS: N/A �' ° �/ 6 i
awe: 3
NO CHANGES - NO STRUCTURES PROPOSED) /�/// °}o �`�'�~ ] I Tya t \4i
\ / ; ' tea' '� V. .. ti ?,II { t /" 1 "w'? ~-' � � �7:11'‘\\'4 1
IMPERVIOUS INFORMATION 2
EXISTING IMPERVIOUS AREA* y �� ,. 1ooAK ;_ �{ \-
t ?" .tsitti.
� t
r' 1 3 /J.� L �1 i
.--''ram ••'� � � EX. FIRE YDRANT ����- \_ L, �•.� I �~ � ' � ° t I i
TOTAL 61,012 SF i\l" \
e--- cl: - I j' o \ ` ,,, ✓ I ' ' Iz
TO BE REMOVED 1,050 SF s I F C?AK s �.� \ � \ \ I
EX. IMPERVIOUS TO REMAIN 59,962 SF ' $oK \ �\ ��P �p I
1 R21.5 \AKj i , _ 1/
O
*EX. IMPERVIOUS ON ADJACENT PARCELS
in
' \ , �i � RE STRIPE EXISTING PARKING STALLS
PROPOSED IMPERVIOUS AREA - AS
„c N
1 1 �� REQUIRED TO MEET CITY STANDARDS h--� pip
ON SITE PARKING & DRIVEWAYS 19,700 SF "'
N / ' ,r� 1���_� AFTER INSTALLATION OF NEW N
ON-SITE SIDEWALKS 280 SF ,r3AK oAK DRIVEWAY CURB AND GUTTER
FUTURE ON SITE IMP. 23,109 SF ' "" ��� rZ 22PINE� R10 i U U
SITE PARKING* s
OFF-STE SIDEWALKS 1,465 SF *PROPOSED PARKING ON THIS PROPERTY IS LOCATED WITHIN 65041 �` ==:
.• ,3 OAK Y 1
TOTAL PROPOSED IMP. AREA 44,554 SF FEET OF THE PRINCIPAL USE STRUCTURE IT WILL SERVE ••y- 8- ' ,�/
8 OAK
-:,---s---
127 290 SF THAT IS LOCATED ON THE ADJACENT PARCEL AS DESCRIBED BELOW: ; '
f - . I T I 11 i rn ` '
TOTAL SITE AREA A •"4/ 8OAK 1 46 ` V J
• .. is i) I 0 .I.
c, c, ,` it i I
SURFACE WATER AREA 4,330 SF USE OF EXISTING BUILDING: BUSINESS SERVICES tc�Q __ K� 1 ` ' , II )? / I ! � 0
TOTAL IMPERVIOUS AREA 104,516 SF (PROFESSIONAL OFFICE & ASSEMBLY) 3M f\ • r �•I H
PERCENT IMPERVIOUS 85.0% 4o r---°------°•••.,% 12OAK I (i 1 # (�EXISTING BUILDING SQUARE FOOTAGE: 25,246 SF (SEE BREAKDOWN BELOW): f �N
` ti 11 OAK / ? �.,•.•- ati -Tf_____BUILDING INFORMATION FIRST FLOOR: 7,426 SF (OFFICE) \ �l3PINE • ' / / \J ''
ON THE SUBJECT PROPERTYFLOOR: 10 440 SF (OFFICE) • •
NO BUILDINGS CURRENTLY EXISTSECOND \ �11� y ^,'pI;, _ �,,,� I-- 1.--1 ~
AND THERE ARE NO BUILDINGS PROPOSED ON THIS PROPERTY THIRD FLOOR: 7,380 SF (4,000 SF MEETING/EVENTS r / ,,,,(1-4
���/ /fi` % 0 GE 13M 13M Y O „Z F"1 i
& 3,380 SF KITCHEN/RETROOM) �` L
THERE IS AN EXISTING, 3-STORY, 25,246 SF BUILDING ON THEN - r 1
\ �� C?AK / PR��P��EM�N75 , ROAK N H
ADJACENT PARCEL THAT WILL BE SERVED BY THE PROPOSED EXISTING PARKING REQUIRED: \ ���'`
M \ 110AK �" / \ �•�p1,pG 160AK 12MAPLE
i.,,,,,..,-
y01/ , 4 90AK gJ1B
PARKING PROVIDED BY THIS PARCEL OFFICE : 1 PER 200 SF /MAX. & 1 PER 300 SF / MIN. l� ''/I\� '4 /- y,� SOAK ��! -
ASSEMBLY: 1 PER 250 SF OR 1 PER EVERY 3 SEATS MAX. & '�/ 13 PINE ` / 4Vble SEXISTING EASEMENTS OR OVERLAY DISTRICTS m o Z Z CO
1 PER 400 SF OR 1 PER EVERY 4 SEATS MIN. Ro5loaao3-o78-00 1\I� E i � � M 1oOA�� CID
� � �, N � � �
LASM HOLDINGS,LLC.
SEE PLAN FOR LOCATIONS AND DESCRIPTIONS OF DEED BOOK 5605,PAGE 2722 i�l�� m� ��+ Z II
T
PRIVATE EASEMENTS EXISTING PARKING PROVIDED: �� AK
O
MAP BOOK 41,PAGE 75 M � J I�SAPLE WETLANDS � Q
OFFICE (17.866 SF): 89 SPACES MAX. / 59 SPACES MIN. ZONING:O&I-1 /auM 4.330 SQ. FT.
THERE ARE NO SPECIAL OVERLAY DISTRICTS IDENTIFIED ASSEMBLY (300 SEATS): 100 SPACES MAX. / 75 SPACES MIN. OFFICE&INSTITUTIONAL(GENERAL) L 0.099 ACRES �'
ON THIS PROPERTY
i>zl=,, FY
Q >> OSIGHT DISTANCE TRIANGLE NOTESMAX. PARKING ALLOWED189
RF RO5100-1303 o01-t)02EXISTING SOLID WASTE DISPOSAL ~ :(1) Z
MIN. PARKING ALLOWED 134 TOWN OF WRIGHTSVILLE BEACH ALL PROPOSED VEGETATION WITHIN SIGHT DISTANCE Qrt DEED BOOK 273,PAGE 320 FACILITIES (TRASH)TO REMAIN
TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT EXISTING PARKING SPACES PROVIDED (ON ADJACENT PARCEL) = 134 Ts;I-n;IAc NAIL U j Ir w o Z
* EL v=9aac ZONING:R-15 (ADJACENT PARCEL) Hw z `� o
LINES FROM 30 TO 10' (SEC. 18-556 CITY OF WILMINGTON LAND ( INCL. 4 HANDICAP SPACES & 22 COMPACT SPACES) 6 w ! o( z z W
O U� � a Q ui � 6U
TREE PROTECTION FENCING (TYP) O a o� ?W � a � w � _
DEVELOPMENT CODE)
5 PARKING SPACES TO BE REMOVED FROM ADJACENT PARCEL 20' BUFFER- EXISTING VEGETATED BUFFER / Ud �� � Ocno � U
MEET EXISTING CURB AND GUTTER
TO REMAIN AND PROTECT IN PLACE. EXISTING �
UNDERGROUND INFRASTRUCTURE NOTES FOR DRIVEWAY ACCESS TO NEW PARKING TRUE AND FLUSH
II PROPOSED STORM DRAIN LINE (TYP.I - VEGETATIVE BUFFER WILL BE SUPPLEMENTED
GENERAL LOCATIONS AND SIZES OF WATER, SEWER, STORM I AS NEEDED AS DETERMINED BY THE ZONING OFFICIAL I SEAL .„(�11 R ,
1 PARKING SPACE FROM ADJACENT PARCEL TO BE CONVERTED TO `/ \ `� N CARO �''1,
DRAIN LINES, FIRE HYDRANTS AND SEWER LINES AREPROPOSED STORM DRAIN INLET (TYP 'I \ ���°° °°°S�°`/ �i
ADA PARKING SPACE, AND 1 PARKING SPACE TO BE 10.0' _ o
•
(
SHOWN ON THE PLAN REMOVED FROM ADJACENT PARCEL TO BE CONVERTED TO DRAINAGE MINIMUM ADA PARKING AND BICYCLE PARKING REQUIREMENTS `.J = ° e SEAL 9 °°°PROPOSED INFRASTRUCTURE NOTES ADA PARKING ACCESS AISLE (NET LOSS OF ONE SPACE) EASEMENT ADA PARKING CALCULATIONS
MBa1 p(,75 BICYCLE PARKING CALCULATIONS 034354
NO PROPOSED WATER SERVICE LINES EXISTING VEHICULAR PARKING = 134 EXISTING VEHICULAR PARKING = 134 r-1-i %9°°° FN '`��
58 PARKING SPACES ARE PROPOSED ON SUBJECT PROPERTY REQUIRED ADA PARKING = 5 h'`'i GINE°��N
NO PROPOSED FIRE HYDRANTS REQUIRED BIKE PARKING = 10 �'�F °`°° 9
PROVIDED ADA PARKING = 5 PROVIDED BIKE PARKING = 10 %��gR/iiiiNC�����`�\
NO PROPOSED SEWER LINES
SEE PLAN FOR PROPOSED STORM DRAINAGE LINES PARKING CALCULATIONS SUMMARY:
EXISTING PARKING 134 EXISTING TREE TO REMAIN "'
STORMWATER TREATED IN OFF SITE BMP (TYP.) PROPOSED VEHICULAR PARKING = 186 PROPOSED VEHICULAR PARKING = 186 08 0919
LESS PARKING FOR ADA -1 REQUIRED ADA PARKING = 6
LESS PARKING FOR PROPOSED DRIVEWAY -5 REQUIRED BIKE PARKING = 10
PROVIDED ADA PARKING = 6* PROVIDED BIKE PARKING = 10' I
128 *(1)ADDITIONAL ADA PARKING SPACE GRAPHIC SCALE
/
*NO CHANGE TO REQUIRED BIKE PARKING _ 1 — a
ADD PROPOSED PARKING +58 TO BE PROVIDED AT EXISTING PARKING (EXISTING PARKING COMPLIES) 0 20 40 0
8o ) ITOTAL PARKING PROVIDED = 186 LOT SEE PLAN
SCALE: 1"=20'
J PEI JOB#: 18151,PE
i

rn
SITE LEGEND NCDENR PWSS WATER PERMIT#: M
N
L n d \. ,,
•
N
1� °PI 0 IPF IRON PIPE FOUND oc.°. CLEAN-OUT WATER CAPACITY: GPD
f IIIll :=4,04. ,. ) .Ili + ND IRF S EXISTING SEWER SERVICE (TYP) 'ti DWQ SEWER PERMIT#:
O IRON ROD FOUND O SANITARY SEWER MANHOLE '
EXISTING STORM DRAIN ; ' SEWER CAPACITY: GPD
tis
r On 0 IRS IRON ROD SET ® STORM DRAINAGE MANHOLE LINE (TYP)
I ' SEWER SHED#AND PLANT:
ill
11,11,nioly iiii . 4i - iir
® PKF PK NAIL FOUND :111:
WELL aj SEWER TOFLOWTHROUGHNEI: YES or NO (CIRCLE ONE)
+�. '`� '� LL • PKS PK NAIL SETCURB INLET mApproved Construction Plan
NameDate
0 CONCRETE MONUMENT FOUND CATCH BASIN
iiii., ", � ►Cr EXISTING SEWER
III lit:
41411: < ®i�-D. � �, , o�. i u` Planning H
li 7 \,,,,,,„oil
�¢ / . REM=15.98 Z
�'� O# LIGHT POLE re GAS METER ENV(NC} 15.18� j W
'� �;, °� INV(E} 15.17 `=a' 1 Traffic g
/, �° UTILITY POLE MAILBOX (NV(S 4} 15.14 n - �'"1 41 :' 7 �" R05100 003 099(?00 2E>-_' Fire Q
lim " �, L e C- GUY ANCHOR TREESCCC wESTFALL PARK LLC �_S� U
n 'ill I Nil �' X ETAL
4, ittio,
If le.' 1 ,: ga rV �' TR TRANSFORMER CHAINLINK FENCE PEED BOOK 6017;PAGE 999 _c r I-
�I►Z;) � s ......._. ZONING:(( &I .,. v� O
cA
r r' ® TELEPHONE RISER EXISTING CONTOUR C7FFI0E&INSTITUTIONAL(GENERAL) 'rO�\ +n F-
cmF -,/16, /MN AvN
0 WATER METER RIGHT OF WAY/BOUNDARY •' `, Cj\� BLOC' o REMOVE (5) EXISTING PARKING cn o
cn
r: ,,t,,,,i,,.1,1,, II 111,PF:
NO.5 IRON ROD FOUND / v w �- a
?fa
WATER VALVE ;IRF - l6p P �, •
N .:'.= - STALLS (APPROX. 980 SF IMPERVIOUS >
` Ra FIRE HYDRANT RIIt1=19.31 m ; PAVING - REPLACE WITH DRIVEWAY, TO W
NO.5 IRON ROD SET x
,..i Bib lir ilia
irliPS.4. abr. jr
RP INv(Nr)=1 8s = ,` PROVIDE ACCESS PROPOSED PARKING
VICINITY MAP SOILS MAP SETBACK LINE ENv=1)1a.90 ( O NET CH SITE
INv�E 15.96 LOT(SEEPLAN)
INv sv .79 \:\ N CHANGE IN IMPERVIOUS PAVING)
SCALE:1"=1000' NORTH / _4---g R F 34 1,,, '' EXISTING EASEMENT LINE _
SCALE:1°=500' NORTH 'i ) � ` ° `
S NG DRIVEWAY OFF SIR
.---' -``1'" U : -- t TYLER DR. TO ADJACENT PARCEL,
GS ------11
t Erg
`"_ �; . THIS DRIVEWAY WILL SERVE
SITE INFORMATION NOTESu( ® ��' i .. \��N� PROPOSED PARKING EXPANSION
1. SURVEY PROVIDED BY PARAMOUNTE ENGINEERING. S �1�1 1 �° '" '
1. PREPARER OF THE PLAN: PARAMOUNTE ENGINEERING, INC. Gnul., � 42Gp ;"J '" �r TR' �',li \ \'''
EXISTING CURB AND GUTTER ' � r ��
2. AREA CALCULATED BY COORDINATE METHOD. 4 .-- �� �'
WILMINGTON, CD
2 CINEMA DRIVE ON SIR TYLER DRIVE TO REMAIN _-, _��-` � w�� y �„� pp
NC 28403 ''X
3. ALL ELEVATIONS ARE(NAVD 88) AND PROTECT IN PLACE
c RERfi 18.83uh;--- /"'-
''' EINNV(S)= 5 J5 t ,% d', S-I
2. OWNER/APPLICANT NAME: CAPE FEAR REALTORS c,� IN RIM=18)-14.95 0
---, �1 v(N}= 59 t 'phi• 0.�
4. UTILITIES AS SHOWN ARE PLOTTED FROM EXISTING WATER ENV(SW}-15.)9 ' r- ; °a Q
1826 SIR TYLER DRIVE '
WILMINGTON, NC 28405 INFORMATION VISIBLE IN THE FIELD AND FROM SERVICE (TYP) ''�- O.
INFORMATION PROVIDED BY UTILITY COMPANIES. frJ %r 8OAK ; ENE'" N
ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.THE / \ '� '
Ct
3. SITE ADDRESS: 1818 SIR TYLER DRIVE ---"-� ,L ,/- • f �„I �-E
WILMINGTON, NC 28405 APPROPRIATE UTILITY COMPANIES SHOULD BE •y. G / " ; - -' % 0
CONTRACTED PRIOR TO LAND DISTRIBUTING ,II' -
ACTIVITIES. RIM.=1£3.37 '! �/ j' j' 1(;OAK i;''"
4. TAX PARCEL IDENTIFICATION#: R05100-003-077-000 INvRIM-14,8s �cP / '" '
RECORDED DEED BOOK: DB2796, PG 310 INV(SE)=14.78 -- 2 + rls ` "
5. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, INV(NW)=14.67 ' �,fl1A°tn
5. LOT AREA 43,559 SF+/-. 1.00 AC+/- RESTRICTIONS, OR COVENANTS OF RECORD. / o ,� � `f IN _ ? �N
6. PROPERTY OWNER: ANDERSON DENNIS 6. CONTOUR INTERVALS AT 1'. ct
r �`' , / 11�L� NT '; 9c1AK `• p.O
1508 MILITARY CUTOFF S .-. G \NIN \ I , 0
WILMINGTON, NC 28403 7. FIELD WORK COMPLETED ON MAY 12, 2018. r% ,
Q Eli
7. DEVELOPER: SAME AS APPLICANT
8. WETLAND FLAGS LOCATED ON MAY 12,2018 AND i' of �yv ♦ �� r
DELINEATED BY OTHERS. --l� ', f ��'' / 31� ` < ` i
CMF
PROPERTY BOUNDARY: SEE PLAN `'f' �' �OQ 1f70AK Np ,,- -- AK .
9. CONTRACTOR TO COORDINATE ANY AND ALL REMOVAL .�.' 4-).;
�-, :`4oA /;' . jill
�`
AND/OR REPLACEMENT OF A STREET SIGN WITH CITY cS ' / Finull9.ZONING: O&I 1 (GENERAL) o0„ � Z
OF WILMINGTON TRAFFIC ENGINEERING PRIOR TO IT'S 1
/ / O
10.ADJACENT PROPERTY INFORMATION SEE PLAN REMOVAL. +' / Zo
8OAK SOAK \� SOAK \'', EXISTING PARKING N
(OWNER AND ZONING): ��
r� i N TO REMAIN (ON ADJACENT CI
�S 1 PARCEL)
a
t
11.VICINITY MAP: SEE MAP ABOVE y X &OAK _.lj
�� s iRs„ �ti1 �a � Z p ^N
12.TOPOGRAPHY: SEE PLAN S
X
J '37 \i cl C\ ii
0 -
;,,,,,,, ,,,
va t13. FEMA 100 YEAR FLOOD PLAIN BOUNDARY: THIS PARCEL IS LOCATED IN FLOOD ZONE X,WHICH IS1NOT A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY �''4* ,'- SOAK
CJ ''t \t .�-" fll • Z Ooi +4 W V U
FEMA FLOOD PANEL 3158, MAP NUMBER 3720315800 K, EXISTING FIRE ?�aY'
n
CC1
DATED AUGUST 28,2018 HYDRANT, TYP. 400, -,, „ ON
SOAK �C1AK PARCEL zE15- ,,'
..,,,,,,
14. LOCATION OF EXISTING DITCHES, SEE PLAN TOTAL 1 00 AC 59 SFX 0
CREEKS,AND STREAMS: OAK
AREA 43 5
10OAK
If
` PAR#R05100-003-077-000 o
0 K
01 SOAK 28 DB310 Z
rg
LEON SAND(Le) / ,_
15.SOILS: 8 2796,XPG
ONSLOW LOAMY FINE SAND(Lo) o '"
r
S
�. oAK _ _
rf�,fi
(SEE SOILS MAP ABOVE) ' " ' ! I -`a, \
�� 8 OAK ,4 �°
16. CAMA AEC&ASSOCIATED SETBACKS: N/A �f' �� �L X ; I
\\
�4. O. �.. N I l;
17. CAMA LAND CLASSIFICATION: URBAN g0"
i 1; a
EXISTING TREE TO REMAIN AND . ' �, ',,�.. '.; ,�nAK OAK ` 12 OAK I ! ', ' �`
18. CONSERVATION RESOURCES: POCOSIN PROTECT IN PLACE INV=11.96 N / NE J , \
\\ v - NI
22PINE \ 1 MAPLEX
tt , �� / ,
ijoAt
19. LOCAL, STATE, OR FEDERAL N/A EXISTING TREE TO BE N ,.� '
/� �N` lfi� . - . 8 OAK
HISTORIC OR ARCHAEOLOGICAL SITE: REMOVED - SEE SITE PLAN FOR ism \„, 0 K.....,A .`",,,,,, 740-`�i1 t
ADDITIONAL INFORMATION \~ , a `'s= -. 80�vc
20. LOCATION OF CEMETERIES, N/A / �' ;
BURIAL SITES,OR BURIAL GROUNDS: \ _.
p` It I' t� i �� j,
,yl
v 1 �� 20AK - - _
21. ARE FOOTAGE OF FORESTED N/A 1
AREA, HABITAT,AND DOMINANT SPECIES: -.
.,�' w� \ �-_ _ j 11 OAK - .��
L/ 1
6 �,
7 8 13PINE , ,j y= j ,�
-- - 6 �.
Q
22. SECTION 404 WETLANDS AND N/A
00
SECTION 10 WATERS:
7 S
-� `,„� ��'�% ---°_ _._ �1\� I `,-'" '.�•...,. ,.. _ ,.... C��j ��1t�P`C'� 13M - 13M �_ ;-_--_ �� �'� ^
s
23. PROTECTED SPECIES OR HABITAT: N/A `� t , ,
\ I \ SOAK
qr�l ( \ .., 10 OAK j PRt � ,'I�
- Yv _
24.THOROUGHFARES, BIKE ROUTES, SEE PLAN&VICINITY MAP M 11oAK F,.A � 1� R
\ ! -� , ,I� w 90.4K e,N4 160AK �12 Z�PAF'I_E L2 RF �:�� /
SIDEWALKS,TRANSIT FACILITIES
� � a \.'SV ��93P(NE ``" _ y 80AK t� 120AK HH �j
\ r. _'_ �-� z X
(EXISTING OR PROPOSED): R05100 003 078 t1p II \ ` 12 PINE �i 1�
LASM HOLDINGS,LLC. j \+ � �1f 1 OAK
00 I O
CITY STANDARD NOTES '"' 121. W W
_
DEED BOOK 5605,PAGE 2722 \ ram\ /i1� M�` ?`syl 4�M 80AK . 5,NI ( I
MAP BOOK 41,PAGE 75 `' / 9MAPLE S �p°0'SA WERAHDS � h�
1. PRIOR TO ANY CLEARING,GRADING OR CONSTRUCTION ACTIVITY,TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED `" d O �./
TREES OR GROVES OF TREES AND NO CONSTRUCTION WORKERS,TOOLS, MATERIALS,OR VEHICLES ARE PERMITTED WITHIN THE TREE ZONING:O&1-1 / 8v��1U1 11C���' \./
II
j
N ''- y�� 4,330
PROTECTION FENCING. OFFICE&INSTITUTIONAL GENERAL) 0---- [J
2. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT I / 0.099 ACRES L 7 F/-7,
{ �^`\� T�\ IRF 7 ,•- .. 1 � F--1 F--i
CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. !-�
3. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND APPROVED. PROTECTIVE RF RO5100 0o3-o01 002 �/ C�
�, TOV:�N OF WRIGHTSVILLE BEACH O � � r I
FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT,AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ! grn DEED BOOK 273,PAGE 320E
ON TREE PROTECTION METHODS.
i FBFVMAG NAIL y /, -,• w ZONING:R-15 X „�I N f°
4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT l \{ 00
STANDARDS. h--i
5. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.
PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
6. TRAFFIC CONTROL DEVICES(INCLUDING SIGNS AND PAVEMENT MARKINGS)IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD(MANUAL m o z z m
ON UNIFORM TRAFFIC CONTROL DEVICES)STANDARDS. Z 0 r
7. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. .< o 0
8. CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY. Know what's below■ ~
9. TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING. Q
ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. Call before you dig. I� x
10. � x
11. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE OWNER IN ACCORDANCE WITH MUTCD ~Q >j z 0
� oo �
0
STANDARDS. z Z
12. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION. g J _
13. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPSVL crrYOF U <ce o Z
14. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. IN CERTAIN CASES ENTIRE RESURFACING OF THE OPEN CUT ~ a o
� � -CI
aZw`i' �
��fiA L NGTAOLN � o ���W w���i,
AREA MAY BE REQUIRED.
15. ANY BROKEN OR MISSING SIDEWALK OR DRIVEWAY PANELS OR CURBING WILL BE REPLACED. Public Services • Engineering Division
9 9 I d 8a�� 0 ouviooU
16. CONTACT THE CITY AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.
17. WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY(CFPUA)DETAILS AND SPECIFICATIONS. APPROVED STORMWATER MANAGEMENT PLAN
18. PROJECT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY CROSS CONNECTION CONTROL REQUIREMENTS. WATER METERS I SEAL \\\II!1 Eliii,
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL. CALL 343-3910 FOR Date: Permit# I \\\o��N°CARO("//,
Signed: � , s. * 3� _
INFORMATION. /
19. IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A �./ _ °Q 9 -
ZONE(RPZ)BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. For each open utility cut of = SEAL _
REDUCED PRESSURE O •
20. ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REGULATIONS. CALL City streets, a$325 permit II = ° 034354 e -
343-3910 FOR INFORMATION. shall be required from the y °�.. E`�Qa - -
21. ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZER SENSOR. City prior to occupancy M W ,,„F • GIN s
D BY CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. °
22. ANY BACKFLOW PREVENTION DEVICES REQUIRE and/or project acceptance. a I� j'%s aBRAti\ �\\\��
23. CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATION, SIZES AND MATERIALS PRIOR TO CONSTRUCTION. I 1 7j��I1 E Ill�����
ENGINEER TO BE NOTIFIED OF ANY CONFLICTS. 08 09 19
24. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. TREE REMOVAL LEGEND
25. UNDERGROUND FIRE LINES MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY
TO THE BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT 910.341.0698. X = EXISTING TREE TO BE REMOVED(SEE TREE REMOVAL AND REQUIRED MITIGATION CHART). GRAPHIC SCALE 1
26. NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN THIRTY(30)INCHES AND TEN(10)FEET ABOVE THE GROUND WITHIN THE 10 20 40 80 of i C _.2 . 1
TRIANGULAR SIGHT DISTANCE. limmoi
27. CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO ANY DIGGING, CLEARING OR GRADING. SCALE: 1"=20'
PEI JOB#: 18151.PE

r
1
STORM SEWER SCHEDULE:
i *
CITY OF _
ab � Sir Tyler Drive Parking Lot Expansion-STORM SEWER SCHEDULE L GTO\"' 0
Irmo
r� r m pownstreamU stream Downstream U stream Downstream NoxTx caxoLiN<��ik,
,� � 14 ... ‘ 7,,,,,,,
;�,,, Upstrea pl a Slze m Len th ft Sloe % PI a Materialp p NCDENR PWSS WATER PERMIT#:
f � Structure Structure Invert(ft) Invert(ft) Rim Elev(ft) Rim Elev(ft) Public Services • Engineering Division
_imik,..R 'SI/ Ilk
CB-1 EX CB 18 60.49 0.30 RCP I I I 15.34 15.16 18.52 17.60 WATER CAPACITY: GPD
DWQ SEWER PERMIT#: APPROVED STORMWATER MANAGEMENT PLAN
?„,„.004, CB-4 CB-1 15 34.60 1.72 RCP III 16.19 15.59 19.19 18.52ih,„ I 440 i I SEWER CAPACITY: GPD Date. Permit#
ll
� If ~ D1_2 CB-1 15 72.51 1.49 RCP III 16.67 15.59 19.68 18.52 SEWER SHED#AND PLANT:
DI-3 DI-2 15 66.79 0.59 RCP III 17.16 16.76 20.16 19.68
ErI 111111 oainil
CB-5 CB-4 15 96.43 0.99 RCP III 17.14 16.19 20.14 19.19 SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE) Signed:
z }'. /
For each open utility cut of Approved Construction Plan
rMAYFAIRE Q \ z , ft*
City streets, a $325 permit Name Date
z TOWN , �
shall be required from the
�� CENTERlit,
SIR TYLER DR City prior to occupancy Planning
i ,,*I!: ,„:.: *I r , :„„\,;, : ,:, .: A
on,,,,,„. i and/or project acceptance. Traffic
ii, Fire
lip
CNItie 44
a 4Ape , ,4* 44
RESLu
ilic4A
s r '
,, / 4* ce
VICINITY MAP
SCALE: 1" = 1,000' NORTH
•
ASPHALT AREA NOTE: RIM=19.92 / _ s -'
INV NE15.18 ,�'`"- i --' cc r'�f = ~✓ ^~ `'r
SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE V(SW)=15,17 ' --"I',"_-- ". --,....,AI,* .*--:'''''' /
A COMPACTED CONTROLLED SUBGRADE, IN INv{sW� 1 is " S`=--•-� r"` '~""~~~
CUT/FILL OPERATIONS TO PROVIDER05100-003-099-000 SS ''
ACCORDANCE WITH ANY SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL CCC WESTFALL PARK LLC `.. i "�-"'�� � �� "
SPECIFICATIONS. ETAL / / ,
DEED BOOK 6017,PAGE 999 C1 �f f �• "'('~ 3�•I 00
ZONING:O&M �' �'=-.-=~' /'/ 0 • N
GENERAL NOTES: OFFICE INSTITUTIONAL(GEN RALI �� ,. ;;tiF _ -�' = ,.~/ i
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL STATE OF NC, CITY OF ,, ^^ Z
WILMINGTON, AND NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. `
ca fikt:: ;;' 4
/ - LIMIT F TIE INTO EX. '` t °, , -,s" /.,,, ,' -.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS S O
TO PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING DISTURBANCE, TYP.
=isi SIDEWALK II; ::: ..:: , , + ° ; :- Z O
CONSTRUCTION. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE PARKING LOT =
MATCH EX
IS PAVED. ,- "" IN`,r'sIV),1, w , 20 TW ,- `--, `t .:r..~ "tI" F-+-I �
/ .-'", i- ei 't ,� - .k- •i 1 ,I O •••'i
\t
r . WI
7( i .^"".--•" 'wr-r' G. \ice • '�i' tr: t _ ,._-!,^'-`'_r,- -V.- t't LL
t Y t t', 3`tt ,,tl
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN -'j l l/�J. -'"�? t '' ik S "-"' 1~.r'-..--,-"hl.--, It ,4 'I Z
' ?�_` EI1 J.S ., � \ .-i it II k N
ASPHALT OVERLAY AND NEW ASPHALT AREAS TO MATCH PROPOSED GRADES, - f �/ '
- r -� i -- 'f ,.; :-- r MATCH EX. i %« > ; ; ,' t'`,t `, w 00
:: ': ��, MATCH EX 21.24BC I fit,,' ' 1 t U r+
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE
f Ott', :t
OF PAVEMENT OR FACE OF CURB @ GUTTER FOR CURB SECTIONS, UNLESS NOTED ' �o �� C, ;;/ op 3; 20.80TW 21.26BC mo t _
OTHERWISE.
/ ,, , .•. • •° -- PROPOSED TEMPORARY
5. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS. S RII ="8.83 p ?` CONSTRUCTION
INtrtl'Ls=1a.s5 , 2
, Nt,r�uJ"-15 C --"`° i.a. ENTRANCE. DETAILS. 0
CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS 21.07BC / SEE
/ - '''~� PROPOSED SILT rq /,%�o"O/,•- ,,. 20.64BC CB-5 • %..,.' \-,ar ►e p �:; j Z
,,,
AND REPORT ANY DISCREPANCIES TO OWNER AND/OR ENGINEER, �- 19.55EGITW ,/ �2-� . . -'�
o
LIMITS OF DISTURBANCE FENCE, TYP �A';, / ;;;•!'!` "l is rT, j . _ oo o
PROPOSED INLET
= 34,060 SF 0.78 AC /" I c y.. 0 1; figl.i.i.. .; N
6. CONTRACTOR SHALL STAKE SILT FE
NCE ALONG LIMITS OF DISTURBANCE LINE. THE • r►< • �►• • --1 • PROTECTION, TYP.O-' ,.,~ fir,,,,,,��0 a`r.. a'�-,,.`��,T. "�,"` "ter",; 0....- T '�• "•�',. t i "�i...- �y
\`''' / - �\ ,K ,011,0 /004 ir0i ► 0:0104-1 i► ; v. , SEE DETAILS. t d
FENCE LINETYPE IS OFFSET ON THE DRAWING FOR CLARITY, , e'
SILT , - - .. \ \
".+►ser.."#1 • ;*4-r.,.vi t`'"�.+.,;;lf ri►,�,,.'N ,too YR a I` -'�;-.s 00
Ir t ,.8.: ' / .p0 ,' 19.60TW • �' - r,". �a► 410.47 40Poti, ! ;:I`' - Z • O
ItltSIi=14., i P . / tilir rr•?. � a; at ip to ; 0 t< ', %`'\,- ,„, \ (2) _ U ccs O
.
; • 771114w
"It
+
W
'gift"!I t
i ra d I., mi2 1•5 0 B C 171h
tli
11//
LEGEND: ��5 �- • 1014.• • �:: z c,
�` t\ �-1'\" O''. , 21.50BC <, 0-c. , • \ , i;` U •v
W
I •o „----"'--I •
EXISTING CONTOUR �� / / �j r
o
E p � Z O
ti
29 PROPOSED CONTOUR / .sc'/ ! • �� N • MATCH EX. it '
v 22.00BC vs,,
/ :;�",Fr �' . !'mot �" 22.57BC
a o
r
Al
i
v L
2505EG 4 .,- _ • \' 22r$OBC /� zoA�c, ~ , , z
-� EXISTING GRADE SPOT ELEVATION =.4 J /, I 1 •ior , ! • y,,! -lam i, �f - '•,L /\ .-
I:;
25.05EP - PROPOSED EDGE OF PAVEMENT c,S V r rz� / i }• E 31\ J R05100-0&
21 52BC
EX-CB ,, _t, V
� � �'-f �� " \ {� ~��a SIR TYLER DEVEt
25.05TW _. - D
PROPOSED SIDEWALK ELEVATION l
/ . i . E DEED BOOK 566
�� �� < - `` MAPBOOK 41
• i' It �% ®q _ I ht `'It ,I,zt,
L 21.756C 2 r t `I '' l :- zcaNIN
25.05TWL- PROPOSED TOP OF WALL EX. FIRE HYDRANT \ '�►. (._ PROPOSED SILT FENCE,
1:0., , , .. , , ot,..4"e't.A.,, ,,,,,„„. 4%,„ ,,,,, ,,,...... ,...-- i r'" ''--A,-,,,, 14w16 17 ,..,:‘;‘`.!,,,,,-,--';'--' --,--=e 's ,---,:"'"'"1
18.42EGITW 19.15BC ' v OFFICE INSTITtJTI
MATCH EX. �' ��' `Ez ' Adv '� �` TYP. STAKE ALONG LIMITS ,, t
�jn,"
25.05BWL PROPOSED BOTTOM OF WALL SS 18.59TW �,-- 20.406C 'i " f OF DISTURBANCE. OFFSET ~' f'IiI t'I
-� '. \lik // 21.52BC1 FT FROM LOD ON PLANS
25.05BC F CURB ELEVATION O• • 18.90BC - 00*
7\ „ 7,11,,,\',,..'',,,,l,,,,,,,•I'L,,,i',1
PROPOSED BACK O x , 2a FORCLARITY. `~";i
3-�. - - - - 18.47TW oaKK 0 OOEP ;t 'INLET PROTECTION ©' E. ••` .� -
• ,MATCH EX. •
_ _. IY:LOD LIMITS OF DISTURBANCEN 18.61TW '` -' r°1°' 21.806C ��". �'��/�;, , �„ 20.706C I100 :�` ,� .�.�� t i Hj, 3 .� Ln
0 0 0 0 SILT FENCEWs. ° 1 O%r $jç %; -v 28 /' I�'1 1�It 0 'i r ^ --� CD
// I $OAK rA r - ` O \._ fi ..I � 1 I
0 0 0 TREE PROTECTION FENCING TIE INTO EX.`J r '. •' N .�,�-� - •; 00
CE
` - - " \ 10OA LIMITS OF DISTURBAN �; 1‘, , �-•1
• t 1 • K- 34,060 SF (0.78 AC �`� „ N
/ SIDEWALK = `► • ; ) = -- i' U U
�: 21.00BC i �o a.y
�/�► DRAINAGE FLOW PATH o \ 7 `/ �'� tie \ ��'
CB-202 DRAINAGE INLET LABEL y �� \ \ ' �'
';� DI-2 I )" , • 'ti;'
_ 20.00BC
Z
` EX. INV=11.96 �.,., �*FA&
, oAK o• \ ,,, �..�
SEE CROSS SECTION Nv= ;` . `' .-' 19.50BC .. 19.56EP ', / 25'WETLAND
SPILL GUTTER �� .� e, O
BELOW FOR PROPOSED TOP OF PIPE-17.00 , ;Z N �'' ___ BUFFER, TYP. O
'` am, t
ROCK PIPE INLET PROTECTION SIDEWALK CONNECTION _ \ 20.50BC
i
S 0^ _ r � ��� d OQ °. sentF _ -12.5 WET ft O
\ �,� �� 9- -< ., BUFFS '` I°
/ LAND °,
{ GEOTECH BORING LOCATION .x, ••�• , fl { I I '
ii U
it
ELEV. 33.5 TREE PROTECTION ,, c`"�~ �•- �_,- �� ° ... _ �._ • R TYP t ; I
1,5% DRAINAGE FLOW PATH &SLOPE o.,4z-4'.Q _ \ /FENCING, TYP. K_`��vl �. 'f , �'' ' "' �' ;i ' f r r t
•
e\ t,, ��, i ! t i r
t.
{ r- SEE DETAILS. its 4��� \ �, , 8ik\ \, `12OAK: , ° •� / /, ,,�_ . ! _.. i ;r Jtr 1 H vJ H
TREE TO BE REMOVED14** • - __�.._ -- R., g ,,, 00-
f "" \ ��� \, �' \ 20.50BC : ..----
LIMITS OF sco
f',,�� �,�,� -�C ' = M . mm. .-: _ . _": _: {
~ .+ �a �,:4,47 • 1 / / DISTURBANCE, TYP. ��� ��' ='- - - 7 _ -°`_
v.
Q.
-'- _.. .T , EX. TREE TO / �_,_- % a .i
--`"" `` �` , '�i,�, REMAIN, TYP. ��/����S Rpt 1M '; _.___ __._._., 7si
'. l/ \ ( ` i, • / #4�, K f {2t°f I�1r N y -_ _ 4� ,,,\', .` ,_:s r/1 .71
Q Qco
•
��� ,iisA N.-...r f// / / 9 OAK b 6 OAK 12 MAPLE RF k .i r o
` I. `l ���, - 4, J! •ate• - --' �:'� ` ' .,,ter
t ,�c '
-4.2� 2' 5' -7.3' _ 2' 17' „w to
`� ��w �04,� - - y� 80K r Y 120AK �z: �_ Q
".11R05100 003 078 00li
M 10 OAK e:;,; S
LASM HOLDINGS,LLC. it i \ # �� _..... _. 1 I• .-,� .1, C} F-
DEED BOOK 5605,PAGE 2722 .: � , /' Jam,_.__.", 'i �'' ^80AK - f -- 0 07 0
MAP BOOK 41,PAGE 75 ,--" /9 MAPLE °Q3 45 �" K. Q Q Z
MATCH EX EX.SIR TYLER l �' / 9 1 4 WETLANDS _ / �,,,) U) -
TW18.61 EX. DRIVE ZONING:O&M .- 't i' 4,330 SO.FT.
GRASSED is.1 w Q J
�. 1 M / 8GuM ;rt r I- J z o C9
Et
PG18.61 OFFICE&INSTITUTIONAL{GENERAL) ✓ 0.099 ACRES - -
x:. r<�� w � Z�w Z W Q
BLVD• EX,SLOPE y MAP y `, 'j W o >j „ ili z w
TOP OF PIPE
-17.00 MATCH EX , f, \ \ �_ RO5100 003-001-002 - O Z w a in I- ¢ CT) ¢ w
7/ EX. WETLANDS, TOWN OF WRIGHTSVILLE BEACH ► / 0- °a uzT. in 0 0 2 o o 5
.DITCH -\ TW18,59 EX,77 LF 60"RCP , _, 'tip / • DEED BOOK 273,PAGE 320 / I
\ . I SEAL��\\\\�ICARii/,�///
EXGRADE CULVERT @1.0710 SLOPE ,� EY�=j3-1 / TYP. ZONING:R-15 0
L /° t" `�0��� //i
INV=11.96 PROPOSED / , I CONCRETE _ •e s/ •
PROPOSED 2.0' SIDEWALK / ° Q� 9l
GRASSED ,4 a/ _ SEAL
SHOULDER = '
CROSS SECTION* •
PROPOSED SIDEWALKi� 034354
��- t M � 9° FNGIN �� ° �:
NOT TO SCALE DRAINAGE W %IFS°°e°°•.°�°°\S \
8:1CI.) RAN °N \
*AT TIE-IN LOCATION TO EXISTING SIDEWALK
® �, gill l l n 1��\�
= 0 .09.19
Know
GRAPHIC SCALE
wharSbelow. 0 1 0 0 40 Nem80 / 1
C ._ 30
can before SCALE: 1"=20' •
PEI JOB#: 18151.PE
I

.•
1
. ,
CIT:01
G „OR0Li„
NCDENR PWSS WATER PERMIT#: NORTH
WATER CAPACITY: GPD Public Services • Engineering Division
DWQ SEWER PERMIT#: APPROVED STORM WATER MANAGEMENT PLAN
SEWER CAPACITY: GPD Date: Permit#
SEWER SHED#AND PLANT:
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE) Signed:
For each open utility cut of Approved Construction Plan
City streets, a $325 permit Name Date
shall be required from the
City prior to occupancy Planning
-----------.S ' and/or project acceptance. Traffic
V5
Fire Z
0
u7
5
Lu
w
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° I (USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED 9 0
• 1.1 4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. CO a.I~ci .
DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. '�' w
- ° TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE r 0 Z
1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH W
PLAN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
, ,
'�_ MINI I I.....1 MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
STANDARD SPECIFICATIONS.
#4 REBARS @ * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS l� I /
I #4 REBARS @ 6" CENTERS co TO 6' 0" X 6' 0". �/ I
i1 6" CENTERS ` I' EACH WAY * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE LL Q IW O
EACH WAY SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER V cc
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CENTER THIRD TYPICAL PRECAST * ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA ,.., cic
�J OF WALL RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. $ 0.
- DWG. 840.34 FOR MANHOLE INSTALLATION. 2
PRECAST RISER PLAN o 1-4y O
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♦� # 1/110.0 -� 0411•0.*w HOLES CAST INTO WHEEL STOPS. FIRMLY I `� 0 0 o IL
/ 1 as Z
�\ // / /// //// //�/ BOND EACH DOWEL TO WHEEL STOP AND a<
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NOTE: REFER TO GEOTECH REPORT INCLUDED WITHIN
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THE SPECIFICATIONS FOR ACTUAL PAVEMENT SPECS.
PARAMOUNTE ENGINEERING SUBMITS THIS TYPICAL 4" STANDARD PRECAST CONCRETE
LIGHT DUTY PAVEMENT SECTION,BUT THIS SHOULD PARKING CHOCK SEAL _\.\ 111R04
BE VERIFIED BASED ON SOILS ONSITE BY THE ?:: ����\\•
�� CAR�C 777'i�
GEOTECH.
�� - SEAL 9� •
-
TYP. ASPHALT PAVEMENT SECTION `NOTE: 'WHEEL STOPS SHALL BE PLACED _ 034354
2.5' FROM THE END OF THE PARKING STALL I �9�'••�N ,<z-`�y.���
(LIGHT DUTY PARKING AREAS)
H 0'I SRANGN XN-
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PEI JOB#: 18251.PE

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; :a .., N
CL F -NI' GTOI� N.
``' NORTH CAROLINA
NCDENR PWSS WATER PERMIT#:
WATER CAPACITY: GPD Public Services • Engineering Division
8'MAX. APPROVED STORMWATER MANAGEMENT PLAN
NOTE: NOTE: VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR DWQ SEWER PERMIT#:
THE CRITICAL ROOT ZONE(CRZ)OF A TREE IS CROWN OF THE TREE IS NEEDED FOR LEAF I ARNING SIGN I /WIRE TIES SEWER CAPACITY: GPD
WHERE THE MAJORITY OF A TREE'S ROOTS LAY. GROWTH TO PRODUCE OXYGEN,FILTER II !/ _ /
85%OF MOST TREE ROOTS ARE FOUND IN THE TOP THE AIR,REDUCE WIND AND SOFTEN NOISE. II I TREE PROTECTION AREA SEWER SHED#AND PLANT: Date: Permit#
24"OF THE SOIL AND SUPPLY THE MAJORITY OF DO NOT DISFIGURE CROWN WITH DO NOT ENTER
NUTRIENTS AND WATER.GENERALLY,ROOTS INTENSIVE PRUNING. IIII■ ■ _ 'ZONA PROTECTORA PARA ■ ' SEWER TO FLOW THROUGH NET: YES or NO (CIRCLE ONE) Signed:
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SPREAD OUT2-3XTHEHEIGHTOFTHETREE. IIII■ ■ IIIIIIIIIIII■ LOSARBOLES For each open utility cut of Approved Construction Plan w
IIII■ I4 PROHIBIDO ENTRAR ■ '
Citystreets, a $325 permit 2
GRADE
II, v • • shall be required from the Name Date 0
I - -- - ---- . - - City prior to occupancy Planning
D_
! - -,I ORANGE,UV RESISTANT and/or project acceptance. Traffic ~
HIGH-TENSILE STRENGTH
yam` STEEL POST POLY BARRICADE FABRIC(TYPICAL) I-
Fire w
FRONT VIEW Z '-
t III WARNING SIGN 0 0
`I _� ORANGE SAFETY FENCE ORANGE,UV RESISTANT _ Q_
CRZ I OR ORANGE SILT FENCE HIGH-TENSILE STRENGTH
1 / (TYPICAL) POLY BARRICADE FABRIC(TYPICAL) I w
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NOTES: 11=11 LOS ARBOLES
_L 1. PROTECT CRITICAL ROOT ZONE(CRZ)OF TREES PRIOR TO CONSTRUCTION.CLEARLY PROHIBIDO ENTRAR
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ.BARRIER SHALL BE SIDE VIEW WARNING SIGN DETAIL
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. CD
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT(DBH). NOTES:
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ,AT LEAST 12"OF MULCH AND/OR LOGGING 00
MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN 1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION
O •� N
THIS ZONE. OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ,EXTRA CARE SHALL BE 2. WARNING SIGNS TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL. LETTERS TO BE 3"
TAKEN TO AVOID DAMAGE TO THE ROOTS.ALTERNATE CONSTRUCTION METHODS, SUCH HIGH,MINIMUM,CLEARLY LEGIBLE AND SPACED AS DETAILED.
AS A REINFORCED SIDEWALK,SHALL BE IMPLEMENTED AS NECESSARY. 3. SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF STEEL POST-
5. FOR ALL TREES,CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE LINEAR TREE PROTECTION AND 50'ON CENTER THEREAFTER. FOR TREE PROTECTION VARIES AS DIRECTED BY ENGINEER(6'MAX.) Iv I
OF THE TRUNK IS PROHIBITED.DO NOT COMPACT SOIL BENEATH TREES.NO VEHICLE AREAS LESS THAN 100'IN PERIMETER,PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION
SHALL BE ALLOWED TO PARK UNDER TREES.NO MATERIALS OR AREA. �—— — TOP STRAND— ‘-I � �+
EQUIPMENT SHALL BE STORED BENEATH TREES.DAMAGING THE BARK WITH 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FILTER FABRIC MIN.#10 GUAGE STAY WIRES MIN. z o
LAWNMOWERS,CONSTRUCTION EQUIPMENT,OR ANYTHING ELSE IS PROHIBITED. FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. #12-1/2 GUAGE Q
CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON,BASED ON ACTUAL FIELD -—r Q t
..IWORK ORDER AND FINE OF$500/DAY.DISTURBANCE OTHER THAN THAT ALLOWED ON THE CONDITIONS.
APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE a FILL Z w ,
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STANDARD DETAIL amm, STANDARD DETAIL nnoF GROUND LINE co // N H
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GTONDATE: JAN,2015 GTON 6„ j� / z o0
DATE: JAN,2015 WIL
°oa':y` NORTH CAROLTNA W N' NOR7H CAROLINA J U
TREE PROTECTION TREE PROTECTION M . //A ,' - o
DRAWN BY !SR CITY OF WILMINGTON ENGINEERING J
DRAWN BY JSR CITY OF WILMINGTON ENGINEERING ■ � /\/\�
DURING PO BOX 1810 DURING7 /- PO BOX 1810 \ -�
CHECKED BY RDG,P.E. WILMINGTON,NC 28402 CHECKED BY RDG,P.E. CONSTRUCTION I�TION WILMINGTON,3 /NC 28402 �` ���,/ /A V/A !"
CONSTRUCTION [phone] i / //. vV/ �/ // � �/ // /'/ �/f`//� <v '/�� �/
SCALE NOT ToSCALE SD 15 09 SCALE oTToSCALE SHEET 2 of2 SD 15-09 \�`�/ / /�;v V� /"�/ BOTTOM STRAND 11:„/
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\ �/ /A- ram /�//A '2 / , /,. Z o
\/ `f ��/�/\ 1. WIRE SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE A !� Silt Sack - B Z �t
\> \j"\. MINIMUM OF 6 LINE WIRES W/12"STAY SPACING ` Type N/ / ANCHOR FILTER FABRIC /\/"A 2. FILTER FABRIC SHALL BE A MINIMUM OF 36"IN WIDTH AND SHALL BE //'
�\\j\j SKIRT AS DIRECTED BY FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE %� 0 a�
\\///\/ THE ENGINEER ENGINEER3. STEEL POST SHALL BE 5'0"IN HEIGHT AND BE OF SELF FASTENER \ '" >, Curb Opening Z cl 2 ^Lb
/\ ANGLE STEEL TYPE /\ : - Q U
Curb Deflector0 ,-I a�
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• Insert 1"Rebar For m v z
Optional Overflow t` .
SILT FENCE DETAIL Bag Removal From Inlet W N >~ O
(Rebar Not Included) Z � U
NOT TO SCALE �� •
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CAROLINA R7-ed iD PENALTY a 3 ;1`r+ c, PJ�Q 2831 Cardwell Road
lit/ 1PENALTY SIGN----_._.,,ti I N ,� :, :� Richmond,VA 23234
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k �< , U 2•-3•COARSE ,,ham NOTE: CONTRACTOR MAY USE ALTERNATE MEASURE .{
. _...... MAXIMUM PENALTY AS NECESSARY. a
f NORTH CAROLNA AGGREGATE r
I PENALTY R7-$d �IBLE I'ii' PLAN VIEW rT, �� � vv
•
rn PENALTY SIGN k E v � 1 T� .� 1 w I���'i F-I W F-�
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Signage g g �c�wo &6mz Ir6woc, re6�z
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• 2009 MUTCD OR LATEST EDITION. 1:1-
m w m oo 4;i w m w
vI • 2004 EDITION OF THE STANDARD HIGHWAY 2 F N 2 sn m o 2 7) 7 -lc
SIGNS AND THE 2012 SUPPLEMENT OR LATEST 3 U w E N a z a o 0 o Li-
ACCESSIBLE •
UZ U I- -:}2
I L • NORTH EDITION.
2009 SUPPLEMENT TO THE �.wz< o w o o ;f i ¢ �g 3 V Q ui .,z o Z
._............................_................_......................................................................._--_.., •
MANUAL OF UNIFORM TRAFFIC CONTROL I.3 co 4 If .� �./ a o z z
WHERE VAN ACCESSIBLE PARKING IS DEVICES OR LATEST EDITION O o w J¢ ¢ u Q w
PROVIDED, THE VAN ACCESSIBLE (R7-8P) • NCDOT DRAWING H-1_S FOR SIGNS SP00075, ~ Lu
SIGN SHALL BE MOUNTED BELOW THE OTHER SP00078, AND SP00077. �. 'I - l
r: 5V6, :., 1„R�, rw:• �.� ���.�. D_ c.�a IZ—i� � o ai o o c=.>
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(2009 EDITION MUTCD SECTION 2B.47)
R7-8P Signage Height SE\\\\ .vllllllR04
Signage Figure A2 .1 ..N CS o`/ /q�_
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DATE: NOVEMBER 8, 2016 ACCESSIBLE PARKING SIGNS I DATE: NOVEMBER 8, 2016 ACCESSIBLE PARKING SIGNS - • SEAL 9 _
DRAWN BY: DALE THOMPSON AND DRAWN HY: DALE TEOMPSON AND �� _ 034354 `
INSTALLATION IIETAILS3ciazise,r6—ro.. INSTALLATION DETAILS GTON 9`°. 4 ��� *,
CHECKED BY: RANDALL GLAZIER SHEET Al OF 5 tee_"ejrn tiG CHECKED BY: RANDALL GLAZIER SHEET A2 OF 5 TRAPPlccJ°INPFUN „.,••
SCALE: NOT TO SCALE P.o.ngtew•vim, caz•9a � SCALE: NOT TO SCALE PA.ma»u0•wn.a ,xcaatm•Islmsnaeae % GIN
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PEI JOB#: 18251.PE
I
1

1
NCDENR PWSS WATER PERMIT#: �'
, \ i , C-----r- \\,-'v / \ N
'°` PLANT SCHEDULE
WATER CAPACITY: GPD c1TYOF �'a,_ M
J3 �`' TREES CODE BOTANICAL NAME/COMMON NAME CONT QTY DWQ SEWER PERMIT#: ,_ 41„ GTO\
-7 ../ 14 tt— LARGE SHADE TREES SEWER CAPACITY. GPD NORTH CAROLINA
Ilk
NYS WIL NYSSA SYLVATICA'WILDFIRE'/BLACK GUM 3"CAL 3Public Services • Engineering Division
= • :- Slre SEWER SHED#AND PLANT:
APPROVED STORMWATER MANAGEMENT PLAN
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
a ` "� k PROPOSED DRIVEWAY, REMOVE AND REPLACE Date: Permit#
o - EXISTING PARKING SPACES IN PROPOSED PARKING Approved Construction Plan
1 LL QUE VIR QUERCUS VIRGINIANA/SOUTHERN LIVE OAK 2.5"CAL 2
EXPANSION (5 SPACES TOTAL) Name Date Signed:
lia,
o Planning
I •x ,q For each open utility cut of
1p y Q ,
- EXISTING TREE TO REMAIN AND
°"4. ' co
' 6TAX AUT TAXODIUM DISTICHUM 'AUTUMN GOLD/AUTUMN GOLD BALD CYPRESS 2.5"CAL 9 Traffic City streets, a$325 permit Z
1 " , PROTECT IN PLACE shall be required from the
�_.�} ,. Fire
City prior to occupancy
0,1
- b � EXISTING LAWN TO REMAIN and/or project acceptance. OU
SHRUBS CODE BOTANICAL NAME/COMMON NAME CONT QTY
=`t (MEET TRUE AND FLUSH)
�, AZA FOR AZALEA INDICA'FORMOSA'/FORMOSA AZALEA 3' HT. (MIN.) 10 PARKING SPACE (8.5 X 18) ° 7 . , ;, I-
TYPICAL, (56)TOTAL O
\� 20 X70 SIGHT DI ,;f�NCE'
�-- \ +lp, TRIANGLE--(TY ') ADA ACCESSIBLE RAMP Z w
' ILE NAN ILEX VOMITORIA'NANA'/DWARF YAUPON 3 GAL 13 EXISTING SEWER SERVICE (TYP) (BOTH ENDS OF ISLAND) O Z
_ EXISTING DRIVEWAY TO REMAIN
t ;5 ,sP %,: EXISTING FIRE HYDRANT — , 5 EL
�Q LIG REC LIGUSTRUM JAPONICUM'RECURVIFOLIUM'/WAX LEAF LIGUSTRUM 3' HT.(MIN.) 46 !f. 7
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�m ::: r: __ EXISTING FIRE HYDRANT
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/ - ~ I O SAB MIN SABAL PALMETTO MINOR/DWARF PALMETTO 3 GAL 4 I G:' /o '"o" „�..��S'' .' =-'-' '" EXISTING PARKING TO REMAIN
y f oa `� °;4 ' "' " 1. EXISTING 5' SIDEWALK (ADJACENT PARCEL)
,,,. . tr:
f
' "^- i ' `� ",,,,,- r
" "" `-' ' ^ ---„, -, GROUND COVERS CODE BOTANICAL NAME/COMMON NAME CONT QTY --
I `' ._'" ' ' EXISTING BICYCLE
LAWN LAWN/MATCH EXISTING MATCH EXISTING 3,916 SF / ,„---::.-----'7:' ;;-----
-::.-"" -- PARKING
LOCATION MAP
r'/� `' C1 CMF .. O
SCALE: 1"=500' r r r a r r a r r a MUH CAP MUHLENBERGIA CAPILLARIS/PINK MUHLY 1 GAL 326 �
Yrlrr/rNrrrralrlrlr `�
----'----
SITE INFORMATION 11,a r.r,r,r,a,r,r,r / ,,.. `''' _ .I •� N
-- .� _' - TRA AS2 TRACHELOSPERMUM ASIATICUM'ASIATIC'/ASIATIC JASMINE 4"POTS @ 12"O.C. 451 j w , O y.l
00
CAPE FEAR REACTORS , �
OWNER INFORMATION: - � dt' ^ � � 1 ,, U
1826 SIR TYLER DRIVE n- fl = I �i N 1.< ;'^ ' r, r---� � ::� i r �,. C�3
WILMINGTON, NC 28405 1. 1 dH y------ \
>� v4-'/ v ,., 4 W',
\27,
SIR TYLER DRIVE EXISTING STORM DRAIN _; > x � ry" t -----6" \ i
PROJECT ADDRESS: 1818 S /
/ `�` Y -mt r'a-- § -$ tF �., vC4 z I'�I O
WILMINGTON, NC 28405 LINE (TYP) ,,,, is O Ct ll
EXISTING CURB AND GUTTER �O O 1 fY t ... k. ;3 , ,. \ \ Q s-I b�0
TAX PARCEL IDENTIFICATION #: R05100-003-077-000 d • t } 4-1 RECORDED DEED BOOK: DB2796, PG 310 ON SIR TYLER DRIVE TO REMAIN - — �_�(IV' '' ar // ' =` '", `'tits17
`f-` p'.111 , t ' i ��/ •�`//"�i /•L^•I,
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CURRENT ZONING: O&I-1 - OFFICE & INDUSTRIAL DISTRICT 1 AND PROTECT IN PLACE r' �'� 3
EXISTING USE: VACANT LAND „Q�o �� � ,% �' � ,�Hk1.11 . �� :�.. 1 IPROPOSED USE: PARKING PROPOSED 5 SIDEWALK, MATCH , a * •" ;�- ii�l y l ;4\ w C�1.0 ACRES +/- 43 560 SF +/- AND MEET EXISTING WHERE OCCURS / ^ �, 14:::
TOTAL SITE AREA: ) - / -1: �'�' _
EXISTING WATER !:- � IN r )=�1 3 �;��� l� �.►, :3: VI r ,.. l; �'t � 't'• � t.
•
-. to V Itl ,'I r; -� � 1 , �t�
FLOOD INFORMATION: THIS PARCEL IS LOCATED IN SERVICE TYP) `�� �_
FLOOD ZONE X WHICH IS NOT A SPECIAL ( .;;�s �' �� _/
FLOOD HAZARD AREA AS DETERMINED .7- ,''' �� d �� ' 41.I '.---" L, �1 x
rr'' %` ::, .• //' . C ♦ Ili 't i Y t `, `� t`" L,+ f Ii;i010:
BY FEMA FLOOD PANEL 3158, MAP NUMBER ' ' / ► / ( �91 216 S �',3720315800 K, DATED AUGUST 28, 2018 ! ' �lr✓ EOEl...4,� ,/ • �� y'.' Or EW p,Y 't} %i ,� w � " ^Y ;,,,,y,,,i,/16,,,,
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THERE IS NO FEMA 100-YEAR F fair __LOODPLAIN ss QG -- *.e;':' / \ 2A GJR1 - t" -
0
t^-rsi Wit � � '
PROJECT AREA V
LINE WITHIN THE >�; �n, ;f '"'� �� , � i� Z `�
� 353.5 SF E 11 d>'� `, HAD {X1 ,,, Ind;=W .��-�. �"� �; (7 � �
CAMA LAND USE CLASSIFICATION: URBAN ���`���Uti ✓ op.
igniazia`3.mo • f T
/- <J III fir ..-,-^_`. H j L t t i S-I
fr\
CONSERVATION DISTRICT: POCOSIN . • /� ., ,;::',
Itl 4'. ' €IiJ�ry ocrtc,v 2, I�rsr 1'� C,)
CONS '� z
iw�, ' 0 707 SF SHADE (X3)- 396 SF ,,,',',1'''''''''
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DIMENSIONAL REQUIREMENTS / ,,� -- CD
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II► ., .cc/ v `' z \l 1 \ EXISTING BUILDING w U Z
cMF � � ,/,'
(46)L REC > ; 1,'i*'� �i 25,246 SF m N 1 •�
O&M 1: OFFICE AND INSTITUTIONAL, DISTRICT 1 / % -' :/.
• , :'i�F 216 SF, AK ,� �� ; �_ CD aMINIMUM LOT AREA: 1,500 SF �~ rca Via_ 6''''': A `` (; tf �1�►� 1 z�< (9)T UT ® 3 STORY o- MINIMUM LOT WIDTH: 80' ! /� ' 45 353.5 SF S 'DE .. '■ j """ :� • �' ! t FFE=24.5 U- MAXIMUM LOT COVERAGE: 40/o
©� •
•.■► ✓ •,• , ; R05100 003 075 00 fr
MINIMUM FRONT SETBACK: 20' {* I' r'£ va vim' .-
SIR TYLER DEVELOPMI=NT LLC.
/; ` WHEE ,�0© gli4 ° '''
MINIMUM REAR SETBACK: 10' / F L STOP ��it' Dill MA K 4 AGE 75 1 z ATYP) �`\ 'U►O ,��a�`a :, �� i t t� E QP 800 BOOK 56C1,PPAGE 196 ©INTERIOR SIDE SETBACK: 10' Itl t
MINIMUM `� z �. ias ii � 1�°_ "' '"� ! 1 r ZONING:O&1-1WrS ' 35 .5 SF SHAL7E (X1) , �■•© cam.►} i i ji 3 1fr— OFFICE&fNSTITUTIC}NAL GENERAL) 1` Pilli- MINIMUM CORNER LOT SIDE SETBACK: 20 ,�- MAXIMUM BUILDING HEIGHT: 45' \ , t "` G�"Iwv i,s I?G -` • � i; 1/ 1,1,E L 16 SF 0 F SHARE (X1 °,;,.. �' ---- 1 @1 \ :. %
' / `r1� :my ! f \ ' i►lirsay.i � NYS WILct .^M- '' t i \
PROPOSED BUILDING SETBACKS: N/A \ ' e // wili r'!a �` w .iI tt , `1 '.z--•-�:::: .-.r-~" -"'
s .. II E;. c, 20 ,.�. .x:9. SAB�Fild 4) --I-A 117::1:::::;f:(NO CHANGES- NO STRUCTURES PROPOSED) ry `%' + `�y /'/ 7r"f1�1�. v {� 11 ___---- i to u k:s, f? ✓ ,ti i�i. 1 ct1� 1;i -c- 1ti t
C , SF SHADE X1 a. l�' •.a , �� 353,5 SF SHADE X1 ��`r ,1 t`=. . �•
i \$ •. k W _ ( ) ,44. % .: ( ) c� - -LANDSCAPE CALCULATIONS j /. 1"•a ' " ' _�-- --� ,.�� . �` I■*V .■i \ .—..�' tti=tt -» _�—��., .. � +D^' Y ��; .v \ �tii1 t lY }
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RY v. ©'ice ,■.' W$1„
a a 'MC: 1i , ' �� t 1 y \� I
TREETYARD PRIMA REQUIRED PROVIDED `wok nk ' ':, Itl i ,'4 ;SIR TYLER DRIVES ( ) +►, © / 1 1 ,,� ���. n, 13 ICE NAN / a 1 1 1 P
297.8 (LF) x 18 (MULTIPLIER FOR O&I ZONE) 5,360.4 SF 5,406.9 SF + •( �_ �.■. G .�. ( ) 1 r �'c
'' • '~ o AZA FOR 1'� , 425 S ,�.. •.a'; 1 216 S Itl a 10 4 1 ,n L N \ • 1
1 CANOPY/600 SF 9 :�t4
� f �• eoAK a .\ S
'tip ` � r■ ewl 'I = �. i
6SHRUBS /600SF 54 54 �� ' �r :o \ 10 ! \ -I ` t I
, ,. I Itl r :`1`t k \ / I H
PARKING AREA INTERIOR -- ���, I • '' ` �z / J � 'u' t ........_ _ I � O
in
18,462 SF 25% SHADING 4,615.5 SF 5,505.5 SF /r�� ""I /`1 0. N o p I '~r �'` ' " O Z �T�
c ;L 'l1 • r� �.: 560 SF SHADE (X1) I I ter.. �x ? t F--•I w
.il
2
EXISTING TREE k7
,„:
/:
f .. ii i ^l
(SEE PLAN FOR SHADE TREE SF COVERAGE) ___„..2), `'ram y \ i-, ;. - %' ` ` 0013 C1AK T ;- i sf !'f ' ,,, it `/..____, V\2o
Ir�I:f=I;,<,8' \� \'`` �' ���( .- � � •�� '` .'//ff�`: i �`/�' ' �: ii; / � ULANDSCAPE NOTES � - 22PI •` /.,., /'� ,, ' .. ! / �. A\ ?� �
,/�/f / � �S 1 OAS OAF"-•-" 1 l� �-I1. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. N �""~~ ` 'ice '. / \ \ 18 '�%'`� < !�► �.�� >' a OAK In
Vr �"`� ��TT��2- TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE \ • �' fi :'' / "`". t •4( `i �''''I wf�DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR ,,, -;, - ' , .$oAK i `~ ~' If n ' O,:ii
PRIVATE UTILITIES. �`ca �� ' ' h �.�� '' tDRIPLINE NT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF '''' �t 13M " r ilb`'jp ',I; � �;•s_ a `� - 1 i I F ' j I �3. ALL PLA r �'r. .. �_,_ e /NIN,
NURSERYMEN'S STANDARDS. - N �_ 12OAK w! /
ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/ OR °I ' 3'MIN GHTA O r H
4. NO TREE, OTHER THAN THOSE SHOWN ._'3--• —'` It•` 1 :: HEIGHT ABOVE O U C.
� .,,,_. 7„,,,,_.
"" `wy�f :iiiiiiii...,
-'.��``J � �� 11 OAK � —z� t`` PROTECTIVE BARRIER '�.'e z!.a," 1 `?"TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE \ i \ r I � :, -- 1 0. ------_-_ _,� GRADE \ /�E- ALL SHRUB BEDS AND/OR PLANTING AREAS \ ,., _ , f wLANDSCAPE ARCHITECT OR OWNER S REPRESENTATIV � -�'
EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW `� __ �I®�,'- ;_: = OMULCH UNLESS OTHERWISE NOTED. '77:,
� ~� ` • �
,/ ��- 2 � A �®Ile€ '�l-,( r.I.,-�I 1�..,-�%' 1 1-i'! I`.. y lL, 1�1
5. ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF PLANTS '"� -_,\ 1 11 OAK '! RI\I,- e:074/ 80AK ' �T �,41 11{7AK / ..... �`S 1r..w. _ ��� TES: �SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND THE EDGE OF \ Nc ~'� N! .a'^ •
9 OAK 1 E) AK 12 MAPLE a F 1; • TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION
PLANT MASS. SINGLE TREES SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER. N ''. X.,~ -~ _ ^- �.► INSTALLATION OF PROTECTION FENCING IS REQUIRED PRIOR TO LAND
�� `, ,11\ \ 7 •
a- �/ ��\ '`' SDAK p` - '�� 1. AK NISPECBION ACTIVITY AND IS TO BE MAINTAINED UNTIL AFTER FINAL SITE
6. PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS IN THE QUANTITIES �`� ,13nIN> / s �.
..w-m-^ ice- FENCING SHALL BE INSTALLED AT THE DRIPLINE OR AT THE BOUNDARY E Z Z W
��- THE CRITICAL ROOT ZONE,WHICHEVER IS GREATER N Q
RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE STATE DEPARTMENT RO5100 003-078-00 • `' - 121�E": �M 10oAK DRIPLINE-THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDINGCiD D.
II
OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S LASM HOLDINGS,LLC• �/i f/v_• ' 2(: r,. „ w� OUT TO THE TIPS OF THE OUTERMOST BRANCHES. 06
DEED BOOK 5605,PAGE 2722 j \ • /'I'" �/' s zr SOAK CRITICAL ROOT ZONE-1'RADIUS FROM THE TREE TRUNK PER 1"CALIPER O 0 T
REPRESENTATIVE. MAP BOOK 41,PAGE 75 �� s /�
7. ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR MAPLE WETLANDS
®METHODOF TREE PROTECTION DURING CONSTRUCTION
FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THEI - �j %8GUM 4,33o SQ.FT. NTS
OWNER'S REPRESENTATIVE. OFFICE&INSTITUTIONAL(GENERAL} 0.099 ACRES 2
`-� _ � o
CONTRACTOR. , '`
8. THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL WITHIN 12 MONTHS OF -� Q '
4114114":
i IRE
/
THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. \ l 4 IRE RO5100-003-001-002 EXISTING SOLID WASTE DISPOSAL I- S Z
ACCEPTANCE OF \ I t ,% \ TOWN OF WRIGHTSVILLE BEACH g .. —
9. THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS _ BM DEED BOOK 273,PAGE 320 FACILITIES (TRASH)TO REMAIN } z o C7
TBM-MAGNAL / „` ZONING:R-15 (ADJACENT PARCEL) W z_ �'W Z o
BEEN RAKED AND ROLLED TO ACCEPT THE SOD/SEED. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND PROPOSED STORM DRAIN LINE (TYP.) t ELEv=13.40
WATERED. ALL SOD SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD (� -� LLI Z w
ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH // // TREE PROTECTION FENCING (TYP) O z W a a g W
SHOULD BE ROLLED AFTER INSTALLATION. A EXISTING PARKING TO REMAIN o Z w ¢ c�w _
SURFACE FREE OF DIPS AND UNLEVELED GROUND. (ADJACENT PARCEL) I/ a v a O o o o
10. IF AN AUTOMATIC IRRIGATION SYSTEM IS PROVIDED, IT SHALL BE DESIGNED AND INSTALLED BY A LICENSED / I
SEAL�,��011 i u l u ui,,,�ii
IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA. / {
11. THE CONTRACTOR IS RESPONSIBLE FOR HAND WATERING THE INSTALLED PLANT MATERIAL FOR A PERIOD OF EXISTING TREE TO REMAIN AND ' ���� N C A R '%�
PROPOSED CURB 4,
�.�`\Q.\\\,,,11pIs r�'''��� %
6 MONTHS FROM THE ACCEPTANCE FROM THE OWNER OR OWNER'S REPRESENTATIVE IF IRRIGATION HAS NOT PROTECT IN PLACE(TYP.) 10 0'
BEEN INSTALLED AT THE TIME OF SUBSTANTIAL COMPLETION. ALL MATERIAL INCLUDING SOD AND SEEDED SIGHT DISTANCE TRIANGLE NOTES DRAINAGE `/ \ \- .0 r _
o - y
AREAS SHALL BE HAND WATERED ONCE WEEKLY OR AS NEEDED TO ENSURE SURVIVAL OF PLANTS. ALL PROPOSED VEGETATION WITHIN SIGHT DISTANCE EASEMENT 20'VEGETATED BUFFER-
12. CON
TRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT MB 41,PG 75 EXISTING VEGETATED BUFFER =r 823 =` *`
ONCE THE PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE LINES FROM 30"TO 10' (SEC. 18-556 CITY OF WILMINGTON LAND WILL BE SUPPLEMENTED AS
DEVELOPMENT CODE) NEEDED AS DETERMINED BY THE < o�08.09.19��
co
PROJECT IS THE CONTRACTOR'S RESPONSIBILITY. F---i
13. ALL DISTURBED AREAS NOT DESIGNATED FOR SOD SHALL BE SEEDED, ZONING OFFICIAL ''�� '1, gP -
14. ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE UNDERGROUND INFRASTRUCTURE NOTES 1 %i,,•,�H'IE�NGe11��\\\\
FROM 30"
TO 10'. GENERAL LOCATIONS AND SIZES OF WATER, SEWER, STORM ~
15. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING SHALL BE DRAIN LINES, FIRE HYDRANTS AND SEWER LINES ARE GRAPHIC SCALE `-
INSTALLED. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN TREE 0 10 20 40M _
SHOWN ON THE PLAN �� 80 � 1 . 0
I
PROTECTION FENCING.
in
SCALE: 1"=20'
PEI JOB#: 18151.PE
1

1 MUENT nR
NOTES: ,SURVEY REFERENCE LEGEJ►1D: ��,�� -.4
_
a 1.) THESE TRACTS ARE LOCATED IN ZONE »X" ACCORDING TO THE FEDERAL EMERGENCY AGENCY`S MAP BOOK 64 PAGE 72 E.C.M. EXISTING CONCRETE MONUMENT e {6itil:,StHpEuSBScTRVE/w)
111111111
�O� FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 3720315800 J DATED: APRIL 3, 2006. MAP BOOK 58 PAGE 244 E.J.P. EXISTING IRON PIPE
111111111
_ . SiR TYLER OR 2.) ALL DISTANCES ARE GROUND HORIZONTAL. MAP BOOK 53 PAGE 187 EI.R. EXISTING IRON PIPE illle 7 . 3) N.C.. GRID MONUMENTS WITHIN 2000' OF THIS SITE ARE DESTROYED. MAP BOOK 51 PAGE 21 0 PROPERTY CORNER LOT 4 ��,ty --.-. .MAP BOOK 50 PAGE 3441.P.S IRON PIPE SET ►HEAP ALL RES�AR G 2444.) REFERENCE.• U.S. ARMY CORPS OF ENGINEERS - 404 WETLANDS SHOWN ON MAP. ARK
MAP BO PAS 244 i0
111 I 5.) REFERENCE: SURVEY AND MAP SUBJECT TO ANY EASEMENTS OF RECORD; INFORMATION THAT MAP BOOK 43 PAGE 380 R/W RIGHT-OF-WAY
WULD BE DISCLOSED BY A CURRENT TITLE OPINION. MAP BOOK 39 PAGE 238 I
BOOK 5924 PAGE 1984 IL PROPERTY LINE
,k :' ::; BOOK 5317 PAGE 0557 CENTER LINE 1 ao' TEMPORARY coNSTRucTrow EAsnuENr s E Ar B. 58 Pc. 244ik
o , •,�` a BOOK 5244 PAGE 2276 L-- w
BOOK 5001 PAGE 2938 / •
I 0523'00V 166 30' 6 . 3o, _
s4:44,4 . RD
41j.' / \,....,_4'
25' OTCLC ' A
/ . ---
ri-O'PRIVATE DRAINAGE' —
PARKER F Asp 72 CITY OF 41LMINGTON / ACCESS EASEWOIT
SEE M.B. 58 PG 244 ACCESS EASEMENT t0 ,.
�n Y W G. �„ MAP 8001! Ij' �'N CONSERVATION EASEMENT SEE M.B. 58 PC 2
cu BOOK 5170 PAGE1231 �.
43
14'
*2 ":.
» n� 110 m
I
41 1/(5
4^ LOT 2 I
s.
(° , • �3 t (REVISION) I bj
VICINITY MAP NO SCALE -,® MEANDER POINTS l,22 `? 1 a a 1,50 ACRE n l oz
►-
---_, /r• L2 C3 (NO PAINT SET _ TYPICAL) 1 • `� 65,3071 Sq.
```- • L• 4 I17 t16 L19 L2a t' NOW oR FARME7?LY
°` "i1RP OIFFiC£ PARK COfYDA1fINIUM'
''.... L• S • �,,� �- ',s o CAI BOOK 7R,4CT C3 9705161 PAGE
``�` `-., ,Lj , o N <� . L15 Lt6 -� '"" . a ao 10' 0'PUBLIC ® 4 ��,,, Z SffCT10N f
. , to 4, ° Ll4 rn f • UM! EASEINENT crt �y,. •R 57FALL PARK
LINE TABLE `.. �`"``� �t--� � .�.-- -- r '� ,/ SEE AI 58 PG 244—..„,,...4., SEE Af B. 50 P&, 197
LINE DIRECTION DISTANCE' '`r.. -. Po "" "� - �� 40 r r 5irenAND SETBACK_ .-- "✓" /' --- ` \ Ci'� r ' y Vi
izi
L2 NO7"r1 78"E 6.60' ```'' P•5' --... `. - Vi I.12 r,.r-�-' ------- r-- ` 'J ._._. ...� —_ __. --
L3 N18'44'07E 30,9' `"_ �. "'� ....tr. --„.� �-. - !! � '-'� f" --" ` E:I.P.• 72
L4 i N0976039 E _ 26Ca8 1 .�--- 36 - A-- P tr,
� -,• 4 8, ® ` G 6 r i $ I PREVIOt15YY'RECORDED
L5 N09177'44' , 2 ,47' �--� s2p�y >2 ..- '"'sr T ---- �. - ---- 50 14E7LAND SET s -� ,.%' v /
SI� EAt c*L y \ t A 40 PRIVATE'DRAINAGE
L6 N43'rN1'4di" 22lt3 �`' -�_ 2`•py'^ � rn '�" ate-- '� 30' URllTY�� Y[' 401 �� �� .. r r ,, " �ilSE14/E7VT i4BANDOWED / f
L7 N25?51' ` 3.56' , -� 194 i ". _�. `. IJAF6 F ..-� ---- \ � \0r '1, z PER ALB• 58 PG. 244 / 1 / g
1. _ ..r'A SO4 y- \ .,,,,r �n x k
L$ NGB7J't111' 27.15' i �,✓SE
---- - ---- -- ' \ -'� e. • a m " Q
L9 N6129'1t'E 13 T5' - - ,� ®52?7• / ,�-- . - \ \ ,� �! G . _ — -...._ �._ ___.. __,,e/ ___4_,....
R 2
Lf0 I 23'381" 3f.71' +_ ® ,� /� /e- 40' 0 _.. _.,L _._
La2_ IVOTSr'28'W' 2ZA3P �� +°'�'"` �, -.»..-' ._- " "'r ` "'ram +v 'L PI
,p /� .- PUBLIC �r, \1 / , / I
L13 ' 'A DRAINAGE `' .�. .t `I-
31aa a w 37.1 _ / '�
°
' . �, 1---
•- P EASEMENT ` �� • `k'� `� / to
L14 NL112544 E 34T9 a, `� C. y �,. o
)
L15 NaE1 J'1t'W 31.62' g�, I.P.S.• cm, ,,,, �� 4' P �' / "
Lab N17 '35"w 27.21' , �,,� FOR STREAM ` `��' $. - .\N ` / 4� ' / PUBLIC
L17 N0239'11"w 47:8B' \, i 0.381 ACRES \ \ 0 Ls: -_ \' , `�- � ACCESS
L19 J N1 r48'11'�' 23 47` 3s' 1 16, 1431 Sq.Ft. o �`� �, `" ` _ .�"". —/ 49 0 — I EASEMEN T
L20 N0J76'19'E 2 i 89' t57 ��. . / Oil5 \ \ . i0.02,E ACRES
/9
Let N2f3ar6 w 15�93 'L22 N1475'Qj'w 4Z.�' N.P S , , :4, •_, ,L31 �0s 4c ' f L63P 82221 Sq.Ft.
L23 .NO178'iB'W. 37.43'. CITY OF K1LM1NQ7nN1 ;�� �� c� �• +,• .♦ { ) P ;i1g
124 N4240°34'E 3360' CONSERVATION EASEMENTA BOOK 5r7a PACE 123f �4 � �I'IATCH �►.�� ��" ��� �'�`;�`��'i�!!� ���� I �l 40'
L25 N7112'52"E 31,59 \ ' �.�•� L81
POND TRACT I a h '1 �C . �=r�!,, < J�`'--J I
Lab• N7172'S4"E' 30.7�' � TYPICAL) ��� � .����.-�,�� �.. � ._..... ....,.�- ...�.. — ..,.....�
L27 N63J2'48"E 15,89' RENAISSANCE MARKET 1 A \ o r.•••1',1i,.41T 01'� 1 TINF'ORARY CONSTR(,ICfON m1
L28 2627'14'W 821' 1 ALB. 64 PG, 72 • ,PJY1 c� t0° .'� +-� ,L� , S dETIT SEE m a 244 -,.. ._ . ®... __..L29 NBr25'07"E 17.38' ,irai g e> \ \ \1 '�+{ 5O PRIVATE CR(JSS 90`�f 40° iE]IIPURARY
5,9
L30 So52J'Q0"W 21.45' I M cfI
y ,i ACCESS, DRANAGE ,Ih t` e 1 40'Vs7RULnoW Ei1AR11ENr
1.31 .90523'00'W ,2.3,94' gi oy • - ar \L32 57C1�6'37'W 7883' ' ' lVo3�t'67 _ 94.59 �'��!► SEE M.B. 56 P T •a,� 4 , 4, t ry no (TRACT C3)
Las'$'70'S6'37'W .142' `
L38 $Y1523'00'W r342` f 1 � S03'21'S7"w 328.37' "` '® 'ti,R.;,��1�� ,�i�� '°> � � `1eF1'P MICE PARK CONDOMINIUM'
`, — t;4� � � BOOK 5161 PAGE 970
w �,���i * 50676'27 W 116t89` ..`®�..
L39_,.50823''O4'W �7 46' J LS5 =o W
L40 N58"5$'4'E 1302' ' [� 20' PUBLIC UTILITY EASEJb1ENF j _ jir ♦I+�� f f .r s w w
» - `. �ii ,16 1 PL=C DRAINAGE EASSIEN HAWN Z. 4{{ A
14
L41 N5539'14 E 24,2.3 �Q` I u� i I , .�7`. ��`��. t� 10'
1 THREADETJ `' q47 35' Ire " `,i��*�� t om- 10' EEMPDRARY CONS1R11C710 .
L42 N5l7'S9'14"E D.4S`� SIM ROD• e' ` SO32 7 57'W +.T�`� i��►ti� .�'.'.i�T ; * MB.-= PA 2
L43 2177'37'E - 20.97 �. N052300'� 149.9E $ 20,96 rv.' IV
\ • %r ` S0676 27"W 112.70' 20' r.-- POSSIBLE FUTURE 20'DEDICA17CN
L44 N66;34'371� 21,07' 3, �` . ' { FQR SIR TYLER DRIVE MEWING
L45 N0529'44 E 27,90' EI.R.• PRIVA]E ACCESS and L53 \ \ \ ,' \IIF f0' + SEE M.O. 58 Pa 244
L47L46 IY115Z9'44� 27,08' v' PUBLIC UTILITY EASEMENT \ • `fir.."'f, `1.b \ ` a
L48� N8437'00`w 36,42' 1 E;ta•,., „I „ \ Gy t,. 2 -%'. CONP! rY • :� h 20'PUBLIC UTILITY EASEMENT
SEE M.19 51 PC 21 �' 2-.G 4 E�1S71IEr+Ir VI' It, i , stf MB. Sa PC 197
��,. TJ4ACT E2B .. ,rear �,
L50 N745'719'w T;098' (2ND REVISION) 'Fr. �•a • 2�
L51 N74'%76 'W 535 1 A.` \
, , � o °
L52 N4r1 f'Q'W 4.76' -A ,4p. 6.00± ACRES \ \ N y h , 11&% lAte s h • ` N( aLss Na52: 29f18 4? 4 �, I {L N843�n0' oD"o° o a1,�.s2, — _ p'`�, �'� 261,541 Sq.Ft., PUBLIC \ 0 4 1a `S , ' �I ,. g LOT 2
2x46 _ ._ -- DRAINAGE �` ..:: •, _-_ ._._I RA DEDICATION
L56 584U7'013 E 2a01 4i.D8 OTAL) ! °�
$• N0.3�157'E 1
L57 N032157� 8.5 EASEMENT N. '� •• , • 0.071 ACRES
cs4"' 0. 171 ACRES 1 '�`� 4`�;`�1��� 3,038f Sq.Ft.
1.58 N0573'00'� 8�52° �Q.
�y
L.59 50523' " 6Z 15' L'i `
L60 N84 7'o0'W 11,68' I I 7,5331 Sq.Ft. ` \ } ` r f'<s° l ,V:1 s 1 1 a
1 AREA TO BE `, DR �,,�,�� - 4T Pig 329
Let N0523'O07" 85,35" 1 ACQUIRED FROM NCDOT ca ♦:,, '.` • L46
-L63 N0523'0D'E• 180' 1 I AQUE STA BANK <4 N ;- EASEMENT 46e77.� �,0.,l , ,» ....
BOOK LIES PAGE 1056 .. ` ,,,` Ti), } `, r N.C.17.O.T. R/W SEE M.B. ..�.....-�--�•
e (HATL7l3 ♦, t
r ..L84�' S0523'00'W 114.96' -- 5 c� , �. . `HATCH a!L65 N8437'OO"W 25,05' — �--- — TRACT 'Et' �,� 4,1
t 6!3 N6858y�'W 26.14� • §4 \ t I
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L67 N8435 "w r9 90 MAP BOOK 50 PAGE 344 • a TYPICAL) \
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GRAPHIC SCALE.' 1"-40'
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40 80 120 _ - - _ _ .- . _ _ _ , ,- _ ML/TARY CUT—OFF ROAD (PUBLIC R/W VARIES) S.R. 1409 _ _ _ _ _ _ _ _ VL 't L\ _ a
CERTIFICATE OF APPROVAL BY THE CER77FICA TE OF REG/STRA 770N
MAP FOR RECORD: tSUBD1V1S1ON} MAP REVIEW OFFICER CAPE FEAR PUBLIC UTILITY AUTHORITY CERTIFICATE° OF OWNERSHIP AND DEDICATION BY REGISTER OF DEEDS CER77FIC'A TE OF ACCURACY AND MAPPING
�``�`�Iitlllllf Nl/p/�'
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RENAISSANCE MARKET I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS) OF NORTH CAROLINA, NEW HANOVER COUNTY .���;-�.• �sslo°ti.i 1, MICHAEL Al. UNDERWOOD, CERTIFY THAT THIS PLAT
THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I �O a N`'1'
I gsRr/4/v CHAM 67c 1, - �-,� -----& REVIEW HEREBY ADOPT THIS RECOMBINAT70N OF EXISTING PARCELS FILED FOR REGISTRATION ON THE �p 2 $- y�,-1, WAS DRAWN UNDER BY SUPERVISION FROM (AN
T TACT ,.E,2,��, TRACT E2B'� LOT 2 LOT 2 1 VIEW OFFICER OF NEW HANDVER COUNTY, OFFICER FOR THE CAPE FEAR PUBLIC UTILITY AUTHORITY, NEW (WE) DAY OF F'+ ©l AT y SEAL % _ ACTUAL SURVEY MADE UNDER MY SUPERVISION) DEED
OF LAND WITH MY (OUR} OWN FREE CONSENT ESTABLISH z-zssz s
(2ND REVISION) R DEDICATION (REVISION) R/W DEDICATION CERTIFY THAT THE MAP OR PLAT TO WHICH HANOVER COUNTY, NORTH CARDLINA, CERTIFY THAT THE MAP OR MINIMUM SETBACK LINES, AND DEDICATE ALL STREETS, ALLEYS, •13 (AM AND DULY RECORDED IN DESCRlPT10N IN BOOK 5324, PAGE 1984 THAT 771E
6.00t ACRES 0.07± ACRES 1.50t ACRES 0,07± ACRES THIS CERTIFICATION IS AFFIXED MEETS ALL PLAT TO WHICH 7NIS CERTIFICATION IS AFFIXED MEETS ALL WALKS, PARKS AND OTHER SITES TO PUBLIC OR PRIVATE USE MAP BOOK .: AT PAGE L1 ;g,y 41 • ERROR OF CLOSURE AS CALCULATED BY LATITUDES
AUTHORITY STANDARDS AND REQUIREMENTS FOR THE PUBLICS : , 1 •. ' , AND DEPARTURES IS 1: 10.000+; THAT THE
26 f,541.E Sq.Ft. .�,047.t Sq.Ft. 65,307.�° Sq.Ft. 3,038f Sq.Ft. SrA TU TOR Y REQUIREMENTS FOR RECORDING. AS NOTED. J (WE) HEREBY DEDICATE EASEMENTS TO THE CAPE �� �`• � ��� ���� ''ry� `
UTILITIES AS SET FORTH BY ORDINANCES. WITH THE RECORDATION FEAR PUBLIC UTILITY AUTHORITY OVER ALL PRIVATE STREETS 0,44,,Nniit► �k``�' BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
CITY OF WILMINGTON NEW HANOVER COUNTY OF THIS PLAT, THE CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS FOR WATER AND SEWER AND APPURTENANCES, FURTHER, I (WE) � , n� LINES PLOTTED FROM INFORMATION FOUND IN MAP
O INA THE OWNERS OFFER OF DEDICATION FOR THE PUBLIC WATER CER77FY THE LAND AS' SHOWN HEREON IS WITHIN THE PLATTING LIS '( l A)3 } OI.S.S". CERTIFICATE BOOK PAGE THAT THIS MAP WAS PREPARED
W/LMINGTON, NORTH CAR L AND/OR SEWER PURPOSES ALL EASEMENTS, COMMON AREAS, JURISD1C770N OF THE CITY OF WlLMINGTON, NORTH CAROLINA. REGISTER OF DEEDS IN ACCORDANCE 1447H G,S,47-30 AS AMENDED.
OWNER: RANDY KELLEY OWNER: DENNIS MCLAIN, PRESIDENT ------_ AND/OR RIGHTS OF WAY SHOWN ON THE PLAT AS DEDICATED FOR I, MICHJ4EL N. UNDERWOOD, CERTIFY THAT THIS SURVEY
WESTT=ALL RESEARCH PARK 36 ACRE GOODWILL COMMUNITY FOUNDATION, INC. MAP REVIEW OFFIC PUBLIC UTILITY PURPOSES APPROVAL OF THIS PLAT DOES NOT �/
IS DEDICATION OF RIGHT-OF-WAY AND EASEMENTS. WITNESS MY HAND AND SEAL 7N1S 5TH DAY OF MAY
4808 CHIN PAGE RD., DURHAM, NC 27703 J` ��V Jr A.D., 2OJ.,
1202 EASTINOOD ROAD ! GUARANTEE THE AVAILABILITY OF WATER AND SEWER SERVICES s••-r---�-t.
WILMINGTON, NC 28403 919-941-960o Iv J 24 f FROM THE CAPE FEAR PUBLIC UTILITY AU77-IDRITY. '
MICHAEL UNDERWOOD and ASSOCIATES, PA DATE
!!!l SIGNATURE OF OWNED DATE
DRIVE, SUITE A APPROVED: M.N.U. CAPE FEAR PUBLIC UTILITY AU7H0 Y
102 CINEMA DR SURVEYED: M.R.
WILMINGTON, NC 28403 , � ti thlC"- 6 '�,�(..-1$ A P.L.S. L-2962 e4e....-/ O5/O5/18 MICHAEL. N. UNDERWOODL 2962
PHONE: [phone] II\ DRAwry BY W.G. DATE O1/16 18 1/ MICHAEL N. UNDERWOOD,
['� SIG TURE OF WNER DATE PROFESSIONAL LAND SURVEYOR
FAX: [phone] BY: �Q N
E-MAIL: mua191bizec,rr.com 11 FTrm Licence Na, 0-6015 CHECKED BY M.N.U. SCALE: 1 = 40, REVIEW OFFICER 77 E DATE U 2018 MICHAEL UNDERWOOD and ASSOCIATES. PA
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gillNOTES SURVEY REFERENCE LEGEfID: r G�R`� ASHES DRIVE
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��� 4 1.) THESE TRACTS ARE LOCATED IN ZONE X ACCORDING TO THE FEDERAL EMERGENCY AGENCY'S MAP BOOK 64 PAGE 72 E.C.M. EXISTING CONCRETE MONUMENT r �QQ6# R (60' PUBLIC R/W)
0 lit °�r FLOOD INSURANCE RATE MAP COMMUNITY PAJiEL NUMBER 3720315800 J DATED: APRIL 3, 2006. MAP BOOK 58 PAGE 244 E.I.P. EXJS 1TNG IRON PIPE
�R �R 2.) ALL DISTANCES ARE GROUND HORIZONTAL MAP BOOK 53 PAGE 187 E.I.R. EXISTING IRON PIPEct
4 .��' I 3.) N.C. GRID MONUMENTS WITHIN 2000' OF HIS SITE ARE DESTROYED. MAP BOOK 51 PAGE 21 0 PROPERTY CORNER LOT 4 - '3°
i ;‘ / 4.) REFERENCE. U.S. ARMY CORPS OF ENGINEERS - 404 WETLANDS SHOWN ON MAP. MAP BOOK 50 PAGE 344 I.P.S. IRON PIPE SET Wt+'STF'ALL RESEARCFI PARK R/�' ...._..�. -
5.) REFERENCE: SURVEY AND MAP SUBJECT MAP BOOK 43 PAGE 380 MAP BOOK 58 PAGE 244 10' --
O ANY EASEMENTS OF RECORD; INFORMATION THAT MAP BOOK 39 PAGE 238 R/W RIGHT-OF-WAY - r
I
411:
/:• 4' WOULD BE DISCLOSED BY A CURRENT TITLE (PINION. BOOK 5924 PAGE 1984 PL PROPERTY LINE
al f :!., N if BOOK 5317 PAGE 0557 CENTER LINE / r r
At BOOK 5244 PAGE 2276 L
1TEMPORARY CONSTRUCTION EASEMENT SEE M.B. 58 PG. 244 r
FREi--
s0 D.::' s r
IL
�� RD BOOK SOOT PAGE 2938 / b-••-.-ter k Sa523'00"W 166.30' ! 30'
s Q
d9 1 / ��, 2'PRIVATE DRAINAGE --- --
ST M.B. 58 PG. 244 25' CROSS '
p' FAQ R0 W E 1, I ACC EASEMENT `
CITY OF 1NLMINGION
cocas �f°a� h1AP BOOK .P CONSERVATION EASEMENT
SEE M.B.
EASEMENT80. 241
t0
L _.__.. -
S � J BOOK 5170 PAGE 1231 / � -, �
/ a
F 41
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N aS LOT24.
a c r cd
I L23 • 1 ti (REVISION) C) r
VICINITY MAP NO SCALE ti •
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\ ry L4 L5 L18 yZi • 65,307 Sq.Ft.• NOW OR FOrRMETRLY "
\ 1� • • Lt 7 U9 420 y ili �"' NfRP OIFF7Cf PARK CONDOMINIUM
11 to is 36 • G _ ` 'N \r �' a o o 0 B TRACOOK 5161T C3 AGE 970
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SECTION 1
LINE TABLE �.� \�ry r- _ �. ry • l� L14 �'15 • Nkn ---` i \ \ 4¢t C.) est UTILITY£AST a El
, B.A50 P 7
LINE DIRECTION DISTANCE \ \ ` L8 3 �.-- ---.. �,, ., \ • r SEE r1I B. 58 PG 244---.....„.4- SEE 19
Lt S70�325 E 1.85' \ N. !� y1 . - __-- S ?IAND _. -----~"�"r ' • \ \ o' ' y
12 ,N0 2 8'r 6,60' S, _.. \ 6 1 �/-_, 4
L3 N1844'0,2"E 30.89' �"`� N P "� . ` '• \ ` {_ "' L12 1�_'�`y ..�.. �\ \ ..�.r. __ ____ $
L4 NO950'39 „MOB' *" t -- "'� E I.
L5 ro - ----
N09 C1 �4� ZX 47' ...� y1� �"` pG. 65 -,r---�,.�,. ---- `\ P.'
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PREVIOUSLY RECORD®
S?p ` .,2 ..►� NI.B. 36 -.. r 0P \ �s L7 r- "''tis: C
W = aL6 N43i10'49'1r' 22.03' ,._ �ql?"ft ,c; ---- MST SEA, -;-'"~ / --- 50 WETLAND S£T" .a j " . vq t
Z
\u' 4o PRIVATE DRAINAGE�. •.� a+ �'- _ _ f -- '�- / 30' U�UN Er-- ,40r.52 / - --- `� \ ` .ys \ /
G- \\� ��,o EASEMENT ABANDONED .� � i
L7 N05'5158'E' 3l 56' ,,-- �, - • 6"E ---- \ 3 tJ PER M.B. S8 PG. 244 / / !i
L8 N0673'06"E 2X l5• �, `- T.4L ` • \ �'" ApC �--- """ S �..- o y• _-- '""r
L9 N 929'11"E , 131.71' t S ?7• \ / \ \ Za �►� --
SE
Lf0 N4923'38'1� 3f.7r' �' �. 2 �, ""� , •� m Za '�
L1 r, N2929,0rw 2203' �. -� `-r N ���'""` r�2� --/� 40' PUBLIC N \-1 i / /L12 Na7"S1�6"IY 25 42 a,� ` __ "'...�L13 N23100'?O"W 37.76' , V, "' e\'`�-- (� ._-- -- P DRAINAGE �` �''1i� y',, \ \� / ��t ti�h L14 N0125'44"E 3,79' `� t /�"�g ).\ r c' ail \ �� / 10,
L15 N0573'11'w 31,62' 57►1 `� EASEMENT m `� / ,�° ,.
L16 Nt7t76'35"W' 27,21 , ?:� LP.a• o`'� FOR STREAM \ , \ tis� " ,, `�� �� 04, /
Lr N023s54Nw 47.88'� \• % "p c '• `, `' / PUBLIC
�° n 38 ACRES s o�� ACCESS
L18 N1 r 48'11 E 25,08 c\ •a,\ s •�.. �'' \ �e
L19 N09t75 28�E 347' 16, 143± Sq.Ft. �-- _ _/ 4` 0 I
Lea 1619E 25�89q• •�1► L
L21 N26 5 36 4239' N.P.S i \ L57 �s I�
" \ ' - �� ' -i EASEMENT
6. \ ti ... \ • Pv�c 0.02E ACRES
L23 N0178'r6"W " 3Z43' ' CITY OF WLMINGTOW ( � �`lwaL r� - L31 10 ��ptr'A0s L63e $22f Sq.Ft.
L24 N42 40 34 E 3160 CONSERVATION EASEMENT ��,�►��� .,. ,� 5 ,�i) NI I q
L25., N5057 21 31.59' BOOK 5170 PAGE 1231 �,; ` �y � (Ys r
L26 N7172'S4"E , 30.78' , I L a r (HATCH 4 \ \ `� `� • '', L61 �1 40' ...-
POW
L27 N633248 E . 1189
TRACT • ! ► - �..l � '"���J 1
TYPICAL) II. �� +1. l .,i,+���1�,�\N,7"--7154mRARY caysrn nav �` ; �(
REnM.& e4C�E MARKET J m I J 0 * \ \ ,���, apy, f T SEE M.B. 58, 244 .L-.._... __
L2B N2s27'14'w aa1'. I MB. e4 PG. 72 ( �� ,
L29 118225 07"E 17.38
L30 50523'OA"w 2r.45' 1 N 1 i ---- y--\ \ \ yam• ,�-, L58 L59
50'PRIVATE CROSS , 1 r
.. f g • i'y �D \ \ Nell
. \t �2`�� and UTILITY EASEMENT : r r CONSTRUCTION EASp1/ENT
y
S$ ! \ 1 � ACCESS DRAINAGE :
L31, S0523'00-W 2394' °' `� �w� r 40'k 40' 7r:MPQRARY
c32 5703s�7'W 7d83 ` ' 4g Fair (TRACT C3)
L33 57036'37`W 97.51' , iy+ 32a37' �' a' N0321'S7'� 94.59 \� �« � SEE M.B. 58 PG 244 r BOOK FFI PAGE CL38 SO523Q0 W 13 42 .�."
70
L39 . .ar. •^•• � �,����:� I r h� "a°� Q r 'HARP OFFICE PARK CONDOMINIUM'
c y M �6 S037r 57 \ 1 ei`1 ♦ �. S067627 W 118.89' 47 o
.Jt�3•W 27,4E Iv � '� `I !' �' 7 �,: w w a
N J �„ ,, 11.0.44Y‘. +�+. PUBLIC DRAINAGE EASEMEN HAIL !)`4 ,
L40 N58'59'14"E 1102` r 20 PUBLIC UTIUlY EASE741ETIr w i►, /1, 451Al..... - 2
L41 N58 9'14"E 24.23'
L42 N58'S9'14"E , 0 45' I THREADED 1r )� �'a i
,,
L45 N2r'T7' rr 20.97' q STEEL ROD• ►y0523'00'E 149.91' $ SO371'S7"W 447.35' 1 ` VG��i��' :�4 `,=�.�� f0�� 1,T�IP�TEMPORARY COWSTRPUGC7lAN „r r 10'
L44 N66 34'37� 21.07' KS h ! 20.96 ',L�" \ S06'f6'2 ;'
N. _ 7"W 112.70' 20' POSSIBLE FUTURE 20'DEDICATION
L45 Na529 44'E 27.90' A v o:: c_ \ ,�?�+�
\ O. FOI? SIR T12ER DRPVE WIDEN/N/`
L53 - \ ` !• 10' -1 SEE MB. 58 PG 244
L46 N0529'14"E Z7.08' ELR.•o PRIVATE ACCESS and N
L47 N68'38'18'W 26.15' h PUBLIC U17UTY EASEMENT \ 3• - � 2b l► n
L48 N8437'�'W 38,42` I E.I.R.-'4 SEE MS, 51 Pa 21 ` '' . .\ TEMPORARY '7.w `O
L49 N75395 W 2�09 » n \ G '�
L4850 N74S7'i9"W r1.35' 1 h�. TRACT E2B e z" /-1" , CONSTRUCTIONEASEMENT )'., �' 2D'PUBLIC UTILITY EASEMENT
L51, N74tQ1'W. �2r' • _ \ \ !°s�
,,• • ,f �.\ ai 4 r SEE M.B. 50 PG. 197
, N.
r (2ND REVISION) \ �,, r-�A ; _ f0
L52_ N49y4QZ W. 4.7E •1b \ 4 L53 N052340"E 29.08' -�, y`�w 6.00± ACRES b •`•�►� �.,�,�\�s h N a _._
L54_ N8437 ) W 3Q.00' -, '0 R
NO523'00 E 20.00' `'',� ZT ' 2.7 _ - 113.62' _ `'Z +k°' 26 1,541E Sq.Ft. PUBLIC \` \`\f �i��►�� `-�,�. :°r �j• a L 0 T 2
s64'r'OQ 2a01• .
L57 N037r'S7"E moo' Q7 N0..... _"E r41.08'(TOrAL) R DRAINAGE ` ` \` Nam. • " � ►- 1 _ _I R/W DED/CA 770N
L58 NO5?3VOIE 8252' t EASEMENT \ Na•. w`'� m .
*, �. r 0.07E ACRES
0. 17f ACRES � \ �` �,, � C . ti�,��.���!'�'�+� ."r � � I� 3,038* Sq.Ft.
L59 so523'00 W 67.15' 7,533E S .Ft. 14_ 4 t o:
L60 N84'37'00'W 11.68'
L61 N05 2J 00'E 65 35 I AREA TO BE
L62 N8f�17'00"w 21.07' 1 I ACQUIRED FROM NCDOTPUBUC
'� is W ��� ��1 \ \` DRAINAGE ��`:,~�� 1-��� ': L48 329
L64 No523'o0-E r.4:8 I w «�►�1 �►*�� �► \ et. - EASEMENT r) ��.�!����� . _ _
SEE M.B. 47 PG _...r.--•-
AQUEsrA BANK N �, ; --
L64 50523'QO"W 1�f �9¢6' I BOOK 5957 PACE 1056 ((,rye .. .. N C Q.0.7 R/w
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L70 N51'O1'06"E 1&98' .► i t te m "� ; n� u
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L74 N215934"E 37,12' NCDOT I , \ ,� * i 3 047 E
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L75 N21'17'37"E 23.09' ACQUISITION AREA o z
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30' UTILITY EASEAl1Nr \\\ .
SEE M.B. 43 PG. :BO JO' UTILITY EASEMENT \.a
3o UTILITY SEE M.B. 43 PG 380 PG. 329
SEE M.B. 47 PG. 329
\
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GRAPHIC SCALE: 1"=40' I
AUG 022018
40 0 40 80 120 _ _ _ _ _ _ _ _ _ _ - MILITARY CUT-OFF ROAD (PUBLIC R/W VARIES) S.R. 1409 _ I -��
,
MAP FOR RECORD: (SUBDIVISION) MAP REVIEW OFFICER CERTTF/GATE OF APPROVAL BY THE CERTIFICATE- OF REG/STRA770N
CAPE FEAR PUBLIC UTILITY AUTHORITY CERTIFICATF OF OWNERSHIP AND DEDICATION BY REGISTER OF DEEDS CERTIFICATE OF ACCURACY AND MAPPING
RENAISSANCE MARKET {{{Illffff�q�A�
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWIVER(S) OF NORTH CAROLINA, �� .�� '�?•''cA'••®����'�• 1 MICHAEL N. UNDERWOOD CERTIFY THAT THIS PLAT
RRf/4n/ CI•(AlmrSElt .\C� t **---& THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT J NEW HANOVER COUNTY ssI ,
TRACT "E2B� TRACT �E2 S I, �� , REVIEW FILED FOR REGISTRATION ON THE r �p =0¢�2° � u�1%y WAS DRAWN UNDER BY SUPERVISION FROM (AN
B LOT 2 LOT 2 REVIEW OFFICER OF NEW HANOVER COUNTY, OFFICER FOR THE CAPE FEAR PUBLIC UTILITY AUTHORITY, NEW ) HEREBY ADOPT THIS RECOMBINATION OF EXISTING PARCELS DAY OF un A018' AT P._� SEAS. = ACTUAL SURVEY MADE UNDER MY SUPERVISION) DEED
(2ND REVISION) R/W DEDICATION (R,EV1S/t}N) R/W DEDICATION CERTIFY THAT THE MAP OR PLAT TO WHICH HANOVER COUNTY, NORTH CAROLINA, CERTIFY THAT THE MAP OR OF LAND WITH MY (OUR) OWN FREE CONSENT, ESTABLISH IA.13 AM ' AND DULY RECORDED 1N F. c-2962 • ._ DESCRIPTION INN BOOK 5924 PAGE 1984 THAT THE
6.oot ACRES 0.071 ACRES ),50t ACRES o o7f ACRES PLAT TO WHICH THIS CER 1:::::17)7 ON /SAFFIXED MEETSALL MINIMUM SETBACK LINESANDDEDICATEALL STTZEETS ALLEYS ( ._.• THIS CERTIFICATION /S AFFIXED MEETS ALLWALKS, PARKSANDOTHERSITESTOPUBLICOR PRIVATE USEMAP BOOK . AT PAGE LiOn. �CC�'''��9�� /• ERROR OF CLOSURE AS CALCULATED BY LATITUDES
261,541.* Sq.Ft. 3,047f' Sq.Ft. 65,307E Sq.Ft. 3,038* Sq.Ft. STATUTORY REQUIREMENTS FOR RECORDING. AUTHORITY STANDARDS ANEQUIREMENTS FOR THE PUBLIC AS NOTED. / (WE) HEREBY DEDICATE EASEMENTS TO THE CAPE 1C\S�k'• 2...U1 .0"a00LS '�9F'�k. .•� • �` AND DEPARTURES IS 1: 10.OpOt; THAT THEri
UTILITIESASSETFORTHBINANCES. WI7N THE RECORDATION FEAR PUBLIC UTILITY AUTHORITY OVER ALL PRIVATE STREETS '%p, N. ,����� BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
CITY OF WILMINGTON NEW HANOVER COUNTY OF THIS PLAT, THE CAPE FEAR PUBLIC UTILITY AUTHORITY ACCEPTS nnffll{{{"
FOR WATER AND SEWER AND APPURTENANCES FURTHER, i (WE) ...4 LINES PLOTTED FROM INFORMATION FOUND IN MAP
WILMINGTON, NORTH CAROLINA THE OWNER'S OFFER OF DEDICATION FOR THE PUBLIC WATER CERTIFY THE LAND AS SHOWN HEREON IS WI THIN THE PLAT77NG CAM,10.9.0tC,S.S . BOOK PAGE Z2 THAT THIS MAP WAS PREPARED
OWNER: RANDY KELLEY OWNER: DENNiS MCLAIN, PRESIDENT AND/OR SEWER PURPOSES ALL EASEMENTS, COMMON AREAS, JURISDICTION OF THE CITY OF WILMINGTON, NORTH CAROLINA. REGISTER OF DEEDSCERTIFICATE: IN ACCORDANCE WITH G.S 47-30 AS AMENDED.
AND/OR RIGHTS OF WAY SHOWN ON THE PLAT AS DEDICATED FOR I, AtiMMEL N. UNDERWOOD. CERTIFY THAT THIS SURVEY
fSWALL RESEARCH PARK 36 ACRE GOODWILL COMMUNITY FOUNDATION, INC. MAP REVIEW OFF/C PUBLIC UTILITY PURPOSES. APPROVAL OF THIS PLAT DOES NOT (/
IS DEDCATION OF RIGHT-OF-WAY AND EASEMENTS WITNESS MY HAND AND SEAL THIS 57H DAY OF MAY
1202 EAS 1 WOOD ROAD 4808 CHIN PAGE RD., DURHAM, NC 27703 GUARANTEE THE AVAILABILITY OF WATER AND SEWER SERVICES 7 ..')"/ *f A.D. 20
919-941-9600 I �-�•---s-,� L�WILMINGTON, NC 28403L. 24 l FROM THE CAPE FEAR PUBLIC UTILITY AUTHORITY
SIGNATURE OF OWNER,
DATE
MICHAEL UNDERWOOD and ASSOCIATES, PA DATE
102 CINEMA DRIVE, SUITE A SURVEYED: M.R. APPROVED: M.N.U. CAPE FEAR PUBLIC UTILITY AUTHO� ^
WILMINGTON, NC 28403
PHONE: 9r0-81 S-0650 %bt-' v Q C / i p �'�. -
a ' ���.r V IN ��! t 05/05_ G7
FAX [phone] DRAWN BY W.C. DATE 01/18/1s ryry__ /� MI HAEL N. UNDERWODD, P,L.S L-2962 MICHAEL N, UNDERWOOD L 2962
E-MAIL: muattbizec.mcam BY,•fat �, (�ao SIGN TURF OF WNER DATE PROFESSIONAL LAND SURVEYOR
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TOTAL IMPERVIOUS=281 ,074 SF /-` r� / \�
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P4 I` ! MPERVIOUS=61 012 S• `F\ ' \ -\
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TOTALi PERVIOUS=154 203 SF '• ` :� "/'!�`� j��` ,!, Olt. Is\- Vo I El;FA IVA y 1111,s411: .,...----- \T1O\ \ \Mk "''!!' :�� --�� I ��``S3`• �2 ~ '\ '\
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mew Imam calm ARNOLD It D CERRFY MAT TMS PLAT WAS DRAM WIDER MY 3IR4RXSMN FROM Al CFAIFI!ATE OF OMR01R9P,lEOPCAneN AND AIRBDIC710N: l /
SLRIEY MADE IMOE!LIT EVPERMRO/I(DEED DMSCRIP1EN RECORDED el BOCK 37e3 PAGE a3 AND 1(es)IIr1)airy that I aM( am the �_- fitllka,e of appraM by 1M Co?e Fear Risk UIB�•AudnOtEe
- BOOR 3733 PAGE 972);TNT B1MDARIES NOT SLIMED ARE CLEARLY MSG4RD AS ORMNN FROM (.e hereby oeIN.p /a"v="d.34 .040 ~-
INFONI=CH FOUND AS SHORN IErEGIk MAT DE PREClS=AS GILMAN,BY COMPUTER O d ur)es Berme cod.e I MIN adept live plan al a deloyle o Mlh i� - -``-\
NET7ET DIAN h1aODGFp MAT 7M9 MAP 1M3 PROWS N ACCORDANCE MIN a.47-30 As (our)e.n c..m�:R u,ablYA mne.m Mho*M.and a"almb aM E.4.8t35. \ IRDL qy/ A Cape Ad.r . �\ '
BEI=A BIDED YT'HAND AND SEAL Des 7RA DAY OF ACCO,AMa.NCE strode P..=a,prh.aid other Mb.m Mille ar private use as noted.I 2 . ...' _'�-\ 11 ow CoC°\nl ex!crthth Carols% that�tllm,qka plat foe m shah the�=dont.IA dMwl ato I COOrd tom.dsEade ea..mar a fa Caps Mr Pub.DMIty NMMAO aPr oA / T -".„--- _-- -`_ II1II .Y
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Book 62 Page 313
TAIvIMii THEUSCH F Got)
BEASLEY New Hanover County ;-,. .
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State of North Carolina, County of NEW HANOVER
Filed For Registration: 02/10/2017 10:11:33 AM
Book: PLAT 62 Page: 311-313
3 PGS $42.00
Real Property $42.00
Recorder: STEPHANIE PEREZ
Document No: 2017004196
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording. - -
PBK:G:PLA 62
T 3 JIIIIJlIJJIitItIIIIiiH
RECORDED: 2017004196 NC FEE$420D
02-10-2017 NEW HANOVER COUNTY,NC GIFT DEED
10:11:33 AM TAMMY THEUSCH BEASLEY
BY:STEPHANIE PEREZ REGISTER OF DEEDS
DEPUTY

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SITE WORK NOTES:
sl�• ���..�,�,�!•,�•�,•�,�•���������� TEMPORARY/PERMANENT I- ^
•••• i,P� 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH H CI.
:;�:c *****0• , at -13
" GRASS SPECIFICATION FIELD CONSTRUCTION CONDITIONS. _
A :44- :;4- 4,*
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL Z w
;�4 4:0 ��,G
1-1/2" SF 9.5 A SURFACE COURSE (NCDOT) 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER U
cn
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY H Yl ......;•••, i••• QJ I ADVERSE SOIL CONDITIONS. REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING 0_
6" TYPE ABC STONE N DOT 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. R04 a0F _;A;_; � ,,;i ��� 0 Mj 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES STREETS. C 1••••••4 •�M1/4" WIRE MESH � � , /� -T SMOOTH AND UNIFORM. _
•• _ ,�••••• .I�� P.
••�� ����.• 0. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS w Z
4001, ,••..•• � �•1�� 0�4. ••✓•• 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, Q 1 '
•••, 4•.•.•: i''`► 5 ��'416 ► •�f••• ••� ! LIME: 45 LBS. PER 1000 S.F. CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN -
'0:4'•:•:•:•:•:.4-4----- , :4. ���s " `+'`�C: •�, WP • �'�► - - - FERTILI
ZER: 17 LBS.S: 20 LPER BS P 1000000 S.F. LIMITS OF CONSTRUCTION. Z
4.
i••iiiii•�•i•�•iii•�•i•�•i•�•iiii• ���� 6 MIN. `:i�' • ��„�� L-!1J-L! COMPACTED SUBGRADE w
•, 2" _ 3" *-4411164,
1 •% #�1, ' -III-III-I ~ Z
I 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
4I►�rI A> NOTE: PAVEMENT SECTION MAY VARY IS PREPARED 4-6 INCHES DEEP. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5' STEEL POST COARSE AGGREGATE ��� 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY, N
((SELF-FASTENER '1, DEPENDING UPON FIELD DINDITfONS. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING w Q --�
- STEEL ANGLE TYPE) CONTRACTOR SHALL COORDINATE 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE Q
1 1, TEMPORARY GRAVELLED w/OWNER & GEOTECHNICAL GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. 0 © 0
s‘,<' ,,r x.'',•• ,:, ,f;mow ENGINEER TO DETERMINE
M ;' `' WOOD CHIPS AT 500 LBS. PER 1000 S.F Cr
.
`y �Y CONSTRUCTION ENTRANCE ACTUAL PAVEMENT SECTION.N .,- / ', JUTE & MESH AS PER MANUFACTURER 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL J
5 -wx ? ���', NTS 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL p
® Q
t w A> W, TEMP. ROAD PAVEMENT SECTION APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, APPLICABLE LOCAL AND STATE CODES. M
:l 3 ',/': �T AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. }-
SEDIMENT CONTROL -I
STONE 1'-s" X / 2' / NOTES: 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW cn0WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
1. SEDIMENT CONTROL STONE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER ASSOCIATED WITH BORROW OPERATIONS.
SHALL BE 5 OR #57 AND AND SEEDING RATES.
SHALL BE PAID FOR AT THE 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED Pn a:
SECTION A-A CONTRACT UNIT PRICE PER Pr.- FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE `�r/�� CC
TON "SEDIMENT CONTROL PRIVATE DRIVE I v
MULTI-DIRECTIONAL FLOW STONE." 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT
2. WIRE MESH SHALL BE 20% CARPET GRASS OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS (
INLET PROTECTION MIN. AND ESHALL HH 19 AVE 1/4' ENCDOT CLASS I
ROSION CONTROL SCORED LINE SIDEWALK AREAOR 24% BERMUDA GRASS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
1" DEEP SIDEWALK OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR J LLJ Z
NTS MESH OPENINGS. 20% TURF FESCUE U
STONE I 10% CREEPING RED FESCUE SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
SIDEWALK SECTION
R 24% ANNUAL RYE GRASS PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 7
I"' T 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) I- 0 Z
*I� �V�"'�- I *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
u1t••�t•J ► WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98%
i '� ti r/��� N. PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
4�,' . SI` •`1i7GERMINATION SHALL BE A MIN. OF 85%. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS CI
r �. ► ♦1 EXPANSION JOINT 1/2"
A �`� �•�j�'��.. A WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL �•-
�� .4
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
;� ��•��+! BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST (�
Millsi M!j PLAZA PLAZA OF GRADING. 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) :5 B° W ES. FABRIC !� �:l DRIVEWAY APRON CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH Z Z
0
"�' `���r��l a ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN Q
�r•:rj��1 ,t OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
�fo`--��' WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
SI WIRE POST �� ► •♦ INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST Vn ' ' I ii
�_ MESH FOR STANDARD FABRIC �el�j'`r 'fr�,�► URB RETURN 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE G
4 ,w�►`�!{v4.i • �" 0,' N EXPANSION JOINT 1/2" , MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH W
x, -._ STANDARD OR EXTRA STRENGTH .v! + �r1�� LAYER SHALL BE WLI IED IN ACCORDANCE WITH COMPACTION
-t •I MIN. 14 GA. 8x8 MESH D • • •
tt 4-- 1 FOR STANDARD FABRIC i 4. FILTER FABRIC t�, �r r
r } / N 0'-6,� Sj•� CURB REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
�j COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
3:
j ' ` le DIRECTION OF WATER FLOW 1'-6" RI G� !.wV /l�, AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT Z `'•"
L! 10 X PIPE DIA STONE SHALL NOT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
��:���r4' BLOCK OR IMPEDE p
IIAih.
PIPE FLOW r SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES
ANCHOR FABRIC SKIRT EXPANSION JOINT 1/2'° A� 5' �(1.5m) MIN. RESIDENTIAL AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. JMIN. 8" DEEP do 4" WIDE. 111 13 (4.0m) MI'S. OTHER _ 4PAVEMENT 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED L��'� TO CONSTRUCT HIS WORK. p ao
• :10WON Mite aini SEE SITE PLAN PLAN
L A N 12" 12" o= (V
L�1 EXPANSION JONT 1/2" c. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION E-0 t,j'
- - SECTION A - A CD
MIRAFI 600X FILTER FABRIC '---e OF EXISTING UTILITIES DURING CONSTRUCTION. Z� Z
OR APPROVED EQUAL
NOTES: FINJSH PLAZA G AD= �� �. t 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY �_Q
NOTE ALTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION / e N _ Z I
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH 1 4 PER 1 -0 tO F .Y BY ARNOLD CARSON AND PROVIDED BY OWNER. F-
r-0 cV
30 L8/IN TENSILE STRENGTH FOR STANDARD FABRIC VARIABLE \_ F "' J ~")
AND 50 LB/IN FOR EXTRA STRENGTH. ENERGY DISSIPATOR "' - 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 4-�PC�M
3'-0" 0'-2" 5'-0" f 3000 PSI CONCRETE w o z
1 -6 _^
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS NTS •J Z r I-M O
ARE NECESSARY, LAP FABRIC POST TO POST. • 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF F- -J.-
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE 0 -6 1/4 PER 1' 0" 24" VALLEY GUTTER RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH 1---N 3.°.....
SELF-FASTENER STEEL ANGLE TYPE. EXPANSION JOINT NTS APPLICABLE AGENCIES AND AUTHORITIES. O
TEMPORARY SILT FENCE SECTION A-A 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
NTS
12'-0" MIN 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
-
1'-6" 0,_2„ VARIABLE 16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
0'-6y RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
0'-6" 6" CONCRETEJ to17. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT -Iv LO NI-
0
SECTION B-B OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. co co
cr
18. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. 1„• r%) K) E
STANDARD DRIVEWAY DETAIL PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE w M v
III, FACTORY MIXED, QUICK DRYING, NON-BLEEDING. o.- 6NTS
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-� 1 / II- IS- EROSION CONTROL NOTES AND MAINTENANCE PLAN Y W w PI
-I I- I ' CO o:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED !R CC z
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING V
RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN Z
TYPICAL GRASS SWALE cn 6' 12' 12' - -6' 24 HOURS OF EVERY HALF-INCH RAINFALL. O
- �
W LU IMIN < z
N.T.S. Fr- Fe 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT
-__ 1% > WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF VJ J 0
1"/FT - 1"/FT #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A rn 3
"' `'`° CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. � V♦
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR �r v+
1 14 31 TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. Y. Z
2" SF 9.5A 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL
1-1 0 0
AND INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK
SUP/2" SF
DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHENZ `)
x 6" ABC STONE THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
alm EXTEND STONE 6" SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT r'
VED
Do SEE PLAN FOR PIPEIII TEMP. ROAD SECTION BEYOND ASPHALT. FROM THPOOL OELROCKRANDAHARDWAREINS AS SCLOTDH TO ABROWIS WPROPERILL BE RDRAOINAGE. , z;.
ORIENTATIO NTS SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN 4
o EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, ilk ,
FF
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
z HEAVY DUTY TRAFFIC BEARING 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
FRAME, GRATE AND HOOD. SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
C.O.W. STANDARD SD 2-21. RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY
2" NCDOT ROADWAY STANDARD ■ ■ STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
I CSTING NOTE 2'X 2' (MIN) ACTIVITY ASSOCIATED WITH A SWALE.
NO. 840.03 OR APPROVED 211
IIIIIiiiiiDROP INLET FRAME &
EQUAL GRATE SHALL BE HEAVY 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
NOTE: IF PRE-CAST BOXES DUTY H-20 LOAD RATED.
': COORDINATE TOP WITH
GRO ARE USED THE CONTRACTOR CONC. COLLA' BOX SIZE & GRADES. WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE
�,.-----�� IS RESPONSIBLE FOR CONFIRMING REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE
�� THAT THE PIPES CAN BE INSTALLED A . 1/2" VARIABLE
t TO THE GRADES SHOWN ON THE Q STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
PLANS USING A PRECAST BOX
T PLAN > ■ 1/8" RADIUS 40d SPIKE 0.02 slope 9„ "1` STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 07204
PRIOR TO CONSTRUCTION. NOTE: FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE
8" I 2' """ • :y •:a ' . ': 2" RADIO^ 1Ci+.. WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE DES. JST
`'''"`"'` °`' "'`°'`'�' ""'"' "'`""`'-`'' ' SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
} -I�26" MIN. - CONCRETE BRICK SEDIMENT, NODESIGNED
OR PRECAST CONCRETE COLLAR _-.:; :;..:;_:;: _- T COURSE, DRIVE 4od SPIKES INTO SURFACE UNDER MONOLITHIC cKD: JPN
NON TRAFFIC AREA -ASPHALT PAVEMENT BECOMES HALF-FULLOF LONGER DRAINS AS
I c.._ ELEV. VARIES JOINT FILLE- JOINT SEALER BASE COURS 1-3/4° RADIUS - VAR. CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. OR IS DAMAGED. DRWN: NKS
-�----• •, SHOWING EXPANSION JOINT SURFACE COUR
IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND
`� �_' �-„ .• 1/8" 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) (MONOLITHIC) PLACE 1/2" EXPANSION JOINTS AT 30' INTERVALS 6. N/A DATE 10/30/07
// PIPE Q ON ASPHALT CONCRETE PAVEMENT 7. N/AIiiiiii
r SIZE > 1/$" AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN /
PRECAST OR a VARIE (USE ON ISLAND 4' WIDE OR GREATER) EXPANSION JOINTS. �� ��H
VARIABLE8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARYAND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLANH-20 LOAD RATED 6" �"i '':: ., :r: g., ro::• •:•:- ;,;.. . ; ..•;,,,.. , , 0.02 SLOPC N LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL %4W10 "FLOW 6 > SEE TYPICAL SECTIONS WITH THE JOINTS IN THE CURB OR CURB AND GUIiR. BE STABILIZED WITH 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE ,�............. ....... . .. . . .
JOINT SEALER FOR PAVEMENT DEPTR OF it_ ...,:,..•,,::' a �e ,.KEY IN ON THE r:%' .%: r +i:%•.S is=r ia�i`i•::'::•:a.'•::i:•:u.' FILL AND SEAL THE TOP 1/2" OF THE EXPANSION JOINTS AND STABILIZED WITH 15 WORKING DAYS.11i SHOWING GROOVED JOINT PAVEM NTLAST ESURFACE THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. 1 �y�
//, ' COURSE SURFACE COURSE 2" RAGIU
■ PARTIAL LONGITUDINAL SECTIONS BASE COURSE BINDER COURS 1-3/4" RADIUS- �4 ` , '°,---r 3000 PSI CONC. larillgall a OR EXISTING PAVEMENT FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER, SEE o ,, 71:
ONC. FTG. OF PAVED ISLANDS
#4 0 12" EACH WAY 8" #57 STONE Pro eariorr•'•_i riV4Pi:; 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) STANDARD No. 846.01 °4� F. ,, ,,
8" #57 STONE ON ASPHALT CONCRETE PAVEMENT , �� ��,
SEDIMENT TRAP (USE ON ISLAND LESS THAN 4' WIDE)
MUST COMPLY WITH CITY OF WILMINGTON STANDARDS SECTION
TYPICAL CATCH BASIN MUST COMPLY WITH CITY OF WILMINGTON STANDARDS CONCRETE AND MONOLITHIC ISLANDS
24" CURB AND GUTTER NTS DROP INLET DETAIL NCDOT #852.01 C 3
NFS

- / 1ti / LEGEND m
- `"'zz-' O v� ;
I I . s ND<<Oo r / I PROPERTY UNE -- --.-..-•
CC
�� . ry°'ce' A.- EXISTING SPOT ELEVATION ° 22 8� Qsz o /'� / n
is -O ��.1 (J) �y 1" �//
_ ..:_. . S ' �' < / / EXISTING CONTOUR - _ - �p o Z 1141m�.L.
C I ` o,z- is / DISTURBED AREA - - --- -- i= ~ CO
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a• � 1 ' -o11-Im� c II ti � 0
/ 0, b 70
z o '� PROPOSED FINISH GRADE v w - a
�� I O C3� o �' / / SPOT ELEVATION w z co
/ � 6 ° ii m 0 c xi
o > c� I yyPROPOSED TOP OF CURB OR �240 I Eci A Y 0 W
5�1 6>, <U, �--- Q rn o z •/
711
TOP OF WALK SPOT ELEVATION
• _ WM. CC
I S'GO II o �� O 003 r- D y / TEMPORARY SILT FENCE �` . x K W
ate" OW , } ` �1 �� cn P C� 15 RCP O CC /'�
N STORMDRAIN PIPE -sn---sn •--sn __ Z ® W
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CI) .-�'� h PROPOSED WATER UNE (8") of eVr•--•.-ev H pWO
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• PROPOSED WATERLINE (2") ew ev ev CZ N
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LOCATION MAP s I I o ° e._.._. . _ _ . . ,� _ u, .....1
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PROPOSED SEWER UNE
INIIIIIIII a
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�`� , �a�,,; `° A____ ' . / ti ., T 1 EROSION CONTROL AROUND INLETS W
fil I I I /��� -� j EXISTING TREE TO BE SAVED 6 oPK O V) Z Cr Z
C: I �' r ��ti°,,. / / AND PROTECTED
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FILL AND EXPAND EXISTING / o \ EXISTING TREE TO BE REMOVED 6 0�� Q Q
Z
0 ��, y a, POND AS CONTOURS . . /�/I ° • .< - \ \ �, \ ...,,,,,_:---_-.1-----_-:: � / NO WETLANDS EXIST ON SITE. CI Q• _ a)ti 4 ° INDICATE, 0o o �� \ \ \ \1,,,,,
\ \ _ _ta/�i l co / ....1I'�
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NOTES: Z
1o0.B0 �•� •I �� ' , �n N� 1 • •
„ a, \ \ \ \ - `DIillIQQY�/ Dts i'� ` \ _tit _ _ �� -- \�� �� ° I / / / 1. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE EXISTING SITE W mow CC erNIF
I /x ,� ) l� I ` _ \ ��'�� °ice"a nz / / ELEVATIONS AND INVERTS PRIOR TO BEGINNING CONSTRUCTION. CONTACT Z
I .C„ •C\ / \ \ -� = -_ ,, j / v THE ENGINEER FOR DIRECTION AS REQUIRED DURING CONSTRUCTION.
m I SSMH 1 1 ° �„ - _ _ - _ _ - -- \ `" / / coo aCE
Z
I I C �� TOP=GRADE (22.5f) ti``�` \ \ '� s- --' `� / /,/o 2. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY
`n �°(L-{° t 01.85 I (N=1 1.'.S 1 e ���' N �\ 6' - _ =__ ' ~ ° I // �y� BY ARNOU) CARBON, PLS. AND PROVIDED BY THE OWNER. `,,,�
i z aticb .,, o _ - _ �' -----
el _TOP=20.0 '_ / l / /
�-/ - / BETWEEN THE WATERUNES AND SERVICES AND SANITARY SEWER UNES AND
y N �� �� I I JS o 1� .,Oy/ I �� _` _ - -- - INV.=15.60 -Joy,
°II I ` / /� / SERVICES. ALL WATERUNES AND SERVICES SHALL BE INSTALLED IN ACCORDANCE
m III I I I o,. titi Z 2 L 9 l 167'f - �,i,° •''' e - _ - ---t 110)..1--P.
`� .t / L
/ - / WITH THE CITY OF WILMINGTON STANDARDS AND SHALL HAVE A MINIMUM OF 36"'\' ° - " ' J REMOVE SECTION OF EXISTING
I
H I - _ C��„ > ,,� , t _ 1 COVER. ALL SEWERUNES AND SERVICES SHALL BE INSTALLED IN ACCORDANCE
[� / J I a' �" �" 11101110 �` �U,U �' �LP�'J _ - ' / WITH THE NEW HANOVER COUNTY STANDARDS. THE CONTRACTOR IS RESPONSIBLE
�i » A \. d'' ���� .-----:j: p <„ /PIPE TO FIT NEW POND SLOPE. FOR FIELD VERIFYING THAT ADEQUATE FALL IS AVAILABLE FROM THE BUILDING TO
1-1/2 USC APPROVED RPZ 1 ij ,�'V �� �� s \\ co ° �Q�1 --- ;� e ° THE IMSTING SANITARY SEWER PRIOR TO BEGINNING ANY DEMOLITION OR
BACKFLOW PREVENTOR (WATTS c i o 4;- _ -
? sn sD sv sv $ •� \ \ "•••, ,� �.t �� _ / / ( CONSTRUCTION. SEE DETAIL SHEET. M909) IN A CITY OF WILMINGTON I I II - -Cpgll a 1 .. "1 - _, r:. o a /'' / • z -t cn 4. MAINTAIN A 5 MINIMUM HORIZONTAL SEPARATION AND A 1 MINIMUMAPPROVED ABOVE GROUND I I 11 C =-= \ �'�'\ fi-1-- °I �, sn \ o » • �ti/ / C VERTICAL SEPARATION BETWEEN THE PROPOSED OR EXISTING STORM DRAINa Oa� ENCLOSURE, I 1 \ \� - �sar`sn ^ , _ / ' ,/ {{ �� ANDTHE PROPOSED OR EXISTING WATER UNE OR SEWER UNE. SEE DETAIL w U,� 1. : I I 1f - - -I� SSCO I �13.51 ,...,.., ..„,17 , T _ SHEET. ii�C1j N » I 4»I I ' �' !9eu - - - y\ ° 0v:1 2 � ' ���Ds � ' t / EXISTING JB -CY1 CD z 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT u- O Z1 I ff III _ o J c. - ��` / NEW INV. IN=15.10 0 "'1-1/2 WATER METER AND 2 �-i Spot -; i o N n FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY. p a�
CURB STOP IN A SEPARATE VALVEe " '-- ' '` "" I ILI ~ ,
ti �� J ==={ - - �� 6 sroE SPOIL + O N o�, _� O,,a 4 - .s ° • <. 7'`� 6. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL W QN BOX, IN ACCORDANCE WITH CITY I ,�C` / r �\ 1• =f , iy _ „� 5^s ° �,�,� •� / ° z REQUIREMENTS. WATER METERS) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE Z H w ?NDARDS. I G' i° ° ° /// ° I° - ,p'�' , ... r •••.. ;�, , M/� 1` MET AND THE STATE HAS GI EN THEIR FINAL APPROVAL. CALL 343-3910 FOR c J cOF WILMINGTON STA I I ° I �, 'U /� - d - �_ �►. +' �y•otL� /} I ( _p D -t I JI : 1 ° V •1, ti l>� til0 •62 (� Cb .,••�„ „� h / INFORMATION. w 3 a>m D I = IIIIII . II1, �,, ,� /// �l, TOE1 SPOIL' - ____ N ,. �'' � / oN -p p D ti Ln \ ti ( II �b \ / o1 �� I \ 1 ° I-- _...f y I " W 7. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE
OD NEW Cu ( I I I o 1I
�' \- ", �� ON THE UST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
tz� m0 'T' TOP=21.001 - - - \ c�' - -� ; _ ° \° S
a - \ III PROPOSED SEE NOTE 4. '' - _i �/ j i z rn
o N O h m INV,-17.60 I I I N •I � ' W 2 �'•C0 �� -- .� z = x 8. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED. THE
I ` `� N < -0 in n cn PIPES ARE TO BE MARKED WITH Na 10 INSULATED COPPER WIRE INSTALLED THE
p I > III ° III I- - BANK/ FFICE _� -I y e v R rn our 5<o VC O ..:.77 \ 5„ 1 n it �,
x N +� C 1 I II I 4,469 SF 1T FLOOR I o G cb r0 .spo,L - -i -p z ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE THE INSULATED
r ' ti i I / I - 0 r C 'Gi o o, O WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FTTTINGS. ill
Mt- TEMP. GRAVEL r,) I cO �I I 3,160 2ND FLOOR -C�`C� m ;-I _ yr I 4 ' \ �,, o, O THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER BOXES �no TRUCTION a I I= o J `� co '. ° I 34 PARS ( I 'A H NEW CB -� Z Z N U'' U' -- r i cn TO AID IN FUTURE LOCATION OF FACILITIES.0 \l, CONS ti� o p I Vo\I'A, t 0.64 I, r -1 o o V, t- TOP=21.50 -,I o I O cn Q rn rn
`�l ENTRANCE. �q, f I 1 1° _�, FFE-24 E SPOIL)
i ►� y'" rT z 0 1 k -' _
a �l, m I I °II -� �- I 1 -p INV.=16.55 z ! ~ to in E
I III � n 1 I ' ,,, 0 ., Mrya
\, < I I ' > I , 22.0 AI \ d1 I 1 r� / A U, ♦^
ci, z I I I �O .ti 1 I o, G I U I oo d 30' ACCESS Irn X \ cr �,t V!
-�I 11+ I 8 GUM 4, I I �, 32 I 3 O O
r n o 11 I I a 1 I �, 1 I o.i, 1 . � �o+t l AND UTILITY t 9s.7 s / \_, Z •- �;
x 1 I f o 1-1\0, ,� cn �i TOE Saon_ I \, CORE EXISTING SS a;v;
,_ z I 1 1 ° N ° 1 cP' S� _ cn EASEMENT / MANHOLE AND INSTALL W
Z 'i1 I I` \ I '0 1, ° •'\ ° s �. coy - rot ,L �,b 1 ' m Ho » w C�
r ' \70 I I\ ti �, ti� d' l� I ;'� �iY ., !� ,y ° o / t BOOT FOR NEW 8 SS. W o a�
o c NI I I G, p`j rn N \� ° / .. •, - ��� r° / -o .! Vi I IN=10.45
N \� - - -L_ -1 \ / m.,r'I SPOT - / Z D D i 97.i i 06 = xQ v-
J Q -1 IO � I I \ �ft <O o.� �` I.._ 4._ - - . _�-s/�I O� ° / i v% r0E SP�jtL \ v (l l 0
o i I - - O• -1 T I ti� 6-1.-- SEE,-NOTE 4. . :� ` rrRR
CD z , . 7.... \,7.111,.1 4,41,1 i /1A° 0 rrl \ 1
CO
v CO - - - I 11 / / o ref, SPOIL. \} \, \ V
CD \ •
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G ,40,• c�4' 1 -7-1---1 ��_� r��\S ti o ° !�/ •:► � NEW-JB /� , ' \ cce
ci
Z
�y 4- 1 �I ( 1 I » �_sn .,sn ��v \`,b. 7. / TO -22.50 rrRR
��.� v' 15 RC' ' ��,'• sn �■ !` sn ,� INV.=16.25 / m co 1 ... V
,p`'�? i'r ; 1 cn o ,�'� 'Iv in c�n N u 24 R ) I �0 ,' 8" nl, / ° >o• \ \ \ ` "`. Q
`Gy�9 I I L.,..Q. ' -'-�".�',.�., ;w ° �� ';e '__`__ - o - �' SEE NOTE ' • o°-L -- VALVE AND ° ° J ,, Z
I �'~ --. 'U . N �, c� o ° cO/ y 1 /MJ CAP. r cr OG 6, , l J N
0�5�, I rt ��, "���� "' �» 9 PVC i= rn n .., �, t 1 (SiD. 3�'r I r '_i v) •
A "' ...4,` WATE LINE ` �-ev air sv ew ev av I cS APPROAl i XI ,,,,.,,,,„ .v.:,"'";,-,MATE LOCATION IA):
�, • il;
1i = 4 l I T / N to I 14,~ � c 'I Z
OFRIGHTIN RIGHTOUT I • 1 II rola GUM 0 - - -" l C 1' 3 \
DRIVE ENTRANCE BY <° �, 1 // I 1 �' I t,,� oo N N - / 11 O G�' H O
0 NCDOT. I ( 1 I. / + n�� m n'- O ry !" I L - / / I ,‘')7
SEE NOTE 3. 1 Z
11 f I T oin. q° K iv 0* D. �y y 1 1 `K I
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,,,,,:t,,,,,4,,,.:;
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N '' I\ / 2. - z N 'D L Z v V ° 1 / I L� \ \ N •
III ! 1 •o-' 6, rrt1, .'t)l' _ - - rn ° 8" X 8" TEE AND o�o °�No �3
•
NEW CB I ( cJ, - Z - » v -P- ` o;J \ cn `� £{• 3 :::::::,,It.P..,.
TOP=21.00 1 1 1 I I 1 m 1 ) ,�G` c Z `�` » »o, / -I 8 VALVE i y r 1 �'o
INV.=17.75 I I f 11I � I I' 1 s icon m 8" X 2 TEE AND / ��
1�,� �, 2 VALVE. \
1I 9 I • I i °�` ?.D
o \ .--.,. .0.))
:II NEW CB 8 - VALVE c 7 SSMH #2 \ sp �j I ` TOP=21.508" MJ CAP c" TOP=GRADE (22.Of) ' fI If,/ ,V3 illikk ':;7'1:'14..
STING .4 u) D \ 1 ° INV.=16.80 I OUT=12.15 } ` ; •
TIE INTO EXWITH N I _' �' o''Uo /' ° i 1WATERLINE p� I �z r e� �.ti i N /
��� V1R4N�ENTAL
8" WATERLINE AT ISTI G 1 1I ( m I \ EXIST. FH �cb / / "
8" GATE VALVE. 1 I I1 I, 'D I D ( \ N / ) o
•\ \ „ N®RAH c��pLIN�� p�, \SSION 06056
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DATE 9/28/06
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SURVEY NOTES
1. ALL ELEVATINS ARE RELATIVE TO NCGS MONUMENT "SUNOCO" (NG 29) o z N 0 30 60 90
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X D ti 5' SIDEWALK TO TIE I , N III BANK/ FFICE =� -� rn o 0 ` 1 ••
•
MULTI—USE I I 1 III I t 4,469 SF 11 T FLOOR ri H_ cn n�i •
N rn r I INTO I I ill I 3,160 2ND FLOOR o --� E g. \ e \
o r PATH. I I � I ( 34 PARS I Z r 2 2 r N
I I I I I i II I FFE=24. ~ -' 'i °�N
V I ACCESS EASEMENT Z n ! J
I I I i l I I U FOR SIDEWALK. rl� 2 \ M
I1 ! I 1 II J V
I I I ' `I II III I RIGHT IN RIGHT OUT n m
o( i II III I II I I DRIVE ENTRANCE WITH 30' ACCESS �' ' f ` Q Z' I I I I�I 1 I PAINTED ISLAND AND I AND UTILITY i / \ �-j 1 . L.,. oAPPROXIMATE LOC TION 141 I I I b 1% 1 I ADA APPROVED EASEMENTrn 0y :1°
r�OF RIGHT IN RIGh OUT \ �� + I I I \ CROSSING. ik)ii `�CE EY NCDOT. l\1 I � _ /el 7 7 . 1)
� IN i ^ �DRNE ENTRAN f \ -----9i1.-------;:-
-� / i oz y D \ 1v.
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PAVEMENT MARKINGS AND 1 ' �� • L -
\____ -1T - 7,1
SIGNAGE BY NCDOT. I - \ \ .
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DATE 9
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M�`00%2 Y�6/s/•nob/
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SURVEY NOTES I II ) \ \
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1. ALL ELEVATINS ARE RELATIVE TO NCGS MONUMENT "SUNOCO" (NCVD 29) N ® 30 60 90
i / ) I
t
f / ;

/-
SITE WORK NOTES: CO
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS. 1, INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING W
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE, ALL EROSION Q
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN aCC
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING Z
STREETS. NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE Z
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. O I--
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS 1-.
2'-0" /24" 2'-O" /24" 2" OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO a_ 0;
TYPE 1-2 (NCDOT) PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE R
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN (
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY U cn w
minx -
1'-6" 6" 1 1/2"R 1'-6" 6" 6" TYPE ABC STONE (N DOT) LIMITS OF CONSTRUCTION. n Z
1 1/2"RBASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL W
CLASS A CONC. CLASS A CONC. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, 2" OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE o 2 D
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL >�> Y W CC CC
ASPHALT ;,, _•3�R' ASPHALT ` 3"R -.• • ••• �• •'• 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING v > 4
$�.•• ••,Ct•�� BE REMOVED IMMEDIATELY.
R �1 3"R o •T���'•• •� i• BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 10:
: f •• • • ••,c• 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT o W
• I u� i ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. 0
g °' I=II=II. COMPACTED SUBGRADE BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE COy.. . . �. � "� .V.. V♦
„ .: TYPE A STONE ,1/$ R I I I 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL REPAIRED AS NECESSARY 10 MAINTAIN A BARRIER. SILT FENCE STAKES Z
TYPE A STONE q?= BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH Nirm
NOTE: PAVEMENT SECTION MAY VARY
j 8 FOOT STAKE SPACING.
DEPENDING UPON FIELD CONDITIONS, APPLICABLE LOCAL AND STATE CODES. W
I�/�✓I�//���A��I�O��I�✓N/�/IN,I�//-) COMPACTED SUBGRAD Q a �'�
COMPACTED SUBGRAD A A�O� I�.� �D�AJ/ !� �� CONTRACTOR SHALL COORDINATE 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW 4• NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 Q
� ��� /Gl ���% �ti ��� w/OWNER & GEOTECHNICAL MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREASce
ENGINEER TO DETERMINE ASSOCIATED WITH BORROW OPERATIONS. INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABIL{ZED AREAS J mom Few
SPILL OFF CURB SECTION SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. -1 .�
FLOW LINE CURB SECTION NTS ACTUAL PAVEMENT SECTION. 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO O
NTS BE BUILT UPON OR RECEIVE FILL SHOULD BE PROOFROLLED. ANY AREA 5. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF COM :5 c z
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN PAVEMENT SECTION WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN ON GRADING PLAN. GRADES INDICATING REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
ON GRADING PLAN. GRADES INDICATING FALL AWAY FROM CURB SHALL BE SPILL N.T.S. En
l 8 Z
FALL AWAY FROM CURB SHALL SPILL OFF TYPE CURB. GRADES INDICATING CURB CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. W H
OFF TYPE CURB. GRADES INDICATING CURB ACCEPTING FLAW SHALL BE FLOW UNE TYPE. • BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" CI
ACCEPTING FLOW SHALL BE FLOW UNE TYPE. AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM 6. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE SHOWN ON THIS PLAN ARE NOT EFFECTIVE. co 0
BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY 7. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE CI M H
DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE THE PROJECT IS COMPLETED. Z CC 1
BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND 8. REMOVE TEMPORARY MEASURES UPON COMPLETION OF .PROJECT. ALL
COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT Q Z
DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING CLOSE-OUT. co
COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR _
6° W E.S. FABRIC MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE TEMPORARY/PERMANENT
V PLACED THE UPPER 12 INCHES OF IN-PLACE SUBGRADE SHOULD BE W W
COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY GRASS SPECIFICATION
SIttL OR WOOD POST DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED J
Mili DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
�` Ti--- WIRE MESH FOR STANDARD FABRIC REQUIREMENTS. IF THE MATERIAL IS T00 WET TO SECURE PROPER ADVERSE SOIL CONDMONS.
i e„g • COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED
L�-g, ;.•. 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTHZ MEIN (ID
.
N11.4W1, 1�.BN MIN. 14 GA. 6x6 MESH i =� STANDARD OR EXTRA STRENGTH WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
-" ■� 1 - FOR STANDARD FABRIC I .w FILTER FABRIC OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SMOOTH AND UNIFORM.
�4•0 -ii�� cV SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
an ''. "s' N AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. JME: 45 LBS. PER 1000 S.F.
.� O, IMMIMI y .:MEt CO DIRECTION OF WATER FLOW PHOSPHOROUS: 20 LBS PER 1000 S.F.
Q� 46.111.1 'i p ■ \ 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO FERTIUZER: 17 LBS. PER 1000 S.F.
JG a/r• ' CONSTRUCT HIS WORK. 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
J ��•t r ANCHOR FABRIC SKIRT !S PREPARED 4-6 INCHES DEEP.
li Q �� r r 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
MIN. 8 DEEP & 4 WIDE.
{ �6j• Dili* 0 Mj ,I z OF EXISTING UTILITIES DURING CONSTRUCTION. 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
�,,,�,,` 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. M
••61%� 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. p c
• arm, •� Z �+�,,� ARNOLD CARSON PLS., AND PROVIDED BY OWNER. *X a 2
JUTE & MESH AS PER MANUFACTURER d• O N
/j•„may- ��►,�,�� ' ( [1 WOOD CHIPS AT 500 LBS. PER t00o S.F.
�,o� tills�Z�M e�J',���1, �. ��
O�♦♦~ " '"fir +L•Q •1�ea lbw - 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND W �j
♦ 6 MIN. +1� `� APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION, U O
♦�� '��il�� 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
♦♦ 2" - 3" ��«►, �.r��, .��,, NOTES. RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH 9, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED ® O z u�
COARSE AGGREGATE ..�,Ila • WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE .J
'T 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH APPLICABLE AGENCIES AND AUTHORITIES. OVER 60% CC
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTIUZER -1 to o
TEMPORARY GRAVELLED AND SEEDING RATES. W a
AND 50 LB/IN FOR EXTRA STRENGTH. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL LL Q Z 0i
CONFORM TO NCDOT STANDARDS. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND Z FLU , M
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. N N
CONSTRUCTION ENTRANCE 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: w N J .�
ARE NECESSARY, LAP FABRIC POST TO POST. 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND 20% CARPET GRASS 0 r 3 w
3.NTS STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL 24% BERMUDA GRASS
SELF-FASTENER SII_EL ANGLE TYPE. REQUIREMENTS.
20% TURF FESCUE
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, 10% CREEPING RED FESCUE
4. WOOD POST SHALL BE A MIN. OF 4° IN HEIGHT AND •24% ANNUAL RYE GRASS
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. {BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
1" LONG OR TIE WIRES. 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS GERMINATION SHALL BE A MIN. OF 85%. J •
RESPONSIBILITY, PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION. AOFL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION J v tO 0
TEMPORARY SILT FENCE CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR Q Z CT), C)
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION ` l
NTS OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 1� "° K) E
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. _ .. M v'
Q 0 c
c
I. W W
1/2" VARIABLE N O :,U-_
2 v-
1/8' RADIUS C 40d SPIKE 0.02 SLGPC 9" "n N Z a. ii"
NOTECIS V
:. .:.:...:.:..:.:.:. .: :•:i':.' `3.:g.i i%. .":C:; ".::; ;is 2"_RADA ...,1 `:•. WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE v �-
; ;; ' `y '4' ': ••. L - a� I COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER MONOLJTHIC d
JOINT FILLE-•
JOINT SEALER BASE COUR E-� 1-3/4' RADIUS VAR. CONCRETE ISLAND. STAGGER SPIKES ON 2' CENItKS EACH WAY. W
LU N
SURFACE LOUR IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND
SHOWING EXPANSION JOINT CC
1/8" 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) (MONOLITHIC) PLACE 1/2" EXPANSION JOINTS AT 30' INTERVALS V c z
1/8" ON ASPHALT CONCRETE PAVEMENT AND GROOVED JOINTS 1' DEEP AT 10' INTERVALS BETWEEN �"/
a- (USE ON ISLAND 4' WIDE OR GREATER) �j Z
y VARIABLE EXPANSION JOINTS. Z Y 0
. 0.02 SLOPE 9" °D iv LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAND) < Z
`" `'' ''"' `"1,...1 ,,I, SEE TYPICAL SECTIONS I WITH THE JOINTS IN THE CURB OR CURB AND GUTTER. �►
am NI
JOINT SEALER FOR PAVEMENT DE +: • +° :S(:•:! i: ;. ,f{,:�.F;,:!•f:: .,.,
KEY IN ON THE - .` =' `;;Y;Y'= ' ..,.. ':-: • , . FILL AND SEAL THE TOP 1/2' OF THE EXPANSION JOINTS AND pN
LAST LAYER OF
SHOWING GROOVED JOINT PAVEMENT SURFACE THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER.
COURSE SURFACE COURSE 2' RADIU //�
PARTIAL LONGITUDINAL SECTIONS BASE COURSE BINDER COURSE ttt 1-3/4' RADIUS fr V♦
OR EXISTING PAVEMENT FOR JOINTS IN THE CURB AND/OR CURB AND GUTTER, SEE Er Z
OF PAVED ISLANDS 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) STANDARD NO. 846.01
ON ASPHALT CONCRETE PAVEMENT O O
(USE ON ISLAND LESS THAN 4' WIDE)
11
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SEE PLAN FOR PIPE CONCRETE AND MONOLITHIC ISLANDS 4 x"
ORIENTATIO o �.�•� �.$ 1p
NCDOT #852.01
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1111 CASTING NOTE 2'x 2` SEE PLAN FOR PIPE 9 /�
DROP INLET FRAME do OREENTATIO - ' ' , ,,,„C rf +P
11. 111
•
CRATE SHALL BE HEAVY HEAVY DUTY TRAFFIC BEARING
•
DUTY H-20 LOAD RATED. FRAME, GRATE AND HOOD. . °. �+ ', \r1.
COORDINATE TOP --" 2 NCDOT ROADWAY STANDARD . t�M
CONC. COLLA NO. 840.03 OR APPROVED
�f IF CURB HOW IS 6', THEN:
' . EQUAL. NOTE: IF PRE-CAST BOXES I/� 'P �� 'e1' - 0 1:10 MAXIMUM SLOPE, SIDE
y h' ARE USED THE CONTRACTOR ,:..��� FAARE 'A' IS 60' MINIMUM. 06056
PLAN GRO ' IS RESPONSIBLE FOR CONFIRMING STANDARD NOTE: USE or- f 112' - 0 1:12 MAXIMUM SLOPE, SIDE NOTES: 4"
a 2' DIA MANHOLE PLAN FLARE •A' IS 72' MINIMUM. 1. SIDEWALK THICKNESS SHALL BE UNLESS NOTED OTHERWISE.
FRAME AND COVER. H-20 2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH.
RimIAszti THAT THE PIPES CAN BE INSTALLED LOAD RATED 3. THICKEN SIDEWALK TO 6" AT DRIVEINPYS. DES. J$T
2� TO THES GRADES SHOWN ON THE 4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
CONCRETE COLLAR ASPHALT PAVEMENT I PLANS USING A PRECAST BOX r WITH NO CURB. " CKD. JPN
NON TRAFFIC AREA PRIOR TO CONSTRUCTION.
_ ELEV. VARIES CUT OR TOOLED , 4• 5. 1/2* EXPANSION JOINT °E J.) REQUIRED AT 30° MAX. AT SIDEWALK 1/8 R TOOLED
11=11� �" CONCRETE BRICK E1Ab s 1 D 4IWIS s� JUNCTIONS, AT STRUCTU SS AND AS NOTED ON SITE PLAN. JOINT DRWN. NKS1 26" MIN. OR PRECAST - _ ELEV. VARIES 6 PARAI�FLIN6 CURB OR15SRUCTURE G. LT BETWEEN WALK AND ADJACENT
PIPE . :IL=11= 11=R=°_._ =.ii-u= �1 7. REINFORCE w/6x6-10/10 W.W.M. DATE 8/24/06
FOr SIZE CD 111=11 1 ==._ 1=II N .11FRII J1=11-iliM
PRECAST OR
VARIE F _ _ �;•...
CONCRETE MASONR 6n /� �'! I! PRECAST OR BRICK �,
SI E STEPS 12' O.C. m�a-1o/10 w.wM AAEW •_74 47
MASONRY. H-20 LOAD , Va•E m
s�cRAOE � � "iO�`'�' 1/2" EXPANSION a��4t't`G�'a /1
RATED. MI 4' I 8• I JOINT MATERIAL �
r w r 30' MAX. SPACING �'
H-20 LOAD RATED A
FLOW 6" " >' I.
' SECTION ;fir- CURS EXPANSION JOINT (E.J.) �. �°, _•• y 1 /
Illii /' 4 FLOW 6"om W CONCRETE SIDEWALK CONTROL JOINT °° `�'
I� �//. • I r s•wsa�wT�c PREFORMED aR
1/4"x1" DEEP w/AN k
3000 PSI CONC. =1111111111 «> `° �/. dwANsaN Jourr - Illialiallkill-callinal� a (L
9 ...r TOOLED JOINT � m .�. .,
-1 •-i-•-rro • • • • pD 3000 PSI CONC. imumili to
iiii 101107110LIIIM011
8" #57 STONE I••yy••••••••%y%i•� •. . 8" r m r r4
#57 STONE %!i�PTOW liMP NIM - � 6N o. ��
SEDIMENT TRAP �'
.O 12" EACH WAY NC. FTC. 1 El a°° �
t#4 -SEDIMENT TRAP "• : 1 fr '®®� ° ' � ��`°
SECTION Bx.5-io/10 W.W.M. liiiiiir
�COMPAC Ea "F' _ �� � ;.s a ;: �
MUST COMPLY WITH CITY OF WILMINGTON STANDARDS MUST COMPLY WITH CITY OF WILMINGTON STANDARDS SUO RARE 1 6' IN
MUST COMPLY WITH CITY OF WILMINGTON STANDARDS TYPICAL CATCH BASIN JUNCTION BOX DETAIL CONTRACTION JOINT (C.J.)
INLET DETAIL SECTION
WHEEL CHAIR RAMP BLDG.-STRUCTURE
DROP 24" CURB AND GUTTER NTS Mrs Bal
NIS TYPICAL SIDEWALK AND C3
WHEEL CHAIR RAMP DETAIL SIDEWALK JOINT DETAILS
NTS NTS

x >-
CC
PIPE ZONE PIPE ZONE
HYDRANT - � /Iiiii' x 6" O.D. 6" 6" O.D. 6"
/T R INATE •�« MIN. MIN. MIN. MIN. J
(ATTACH E M g _J Ummi
TRACER WIRE) 0 . . MINe f- /A
GROUND :, b..._ t/J VSURFACE P•: �� FINAL BACKFlLL FINAL BACKFILL PIpICATEI) AS Z
11111 ' c• PIPE SIZE AS v,� ��" ON THE PLANS o I-
��j�``'` �/ � �../.*`��``/`- .�.,,,, :, ,`'*rF{` ONINDITHE PLAN CATEDs' ::;.�•,� 5, " C 2 oR ``• ' W
MIN. ``� 3" MIN. EE
\ ' &4s' oast. x�:....,.„:.. LASS 1,
ii ��i��i. GRouNo PLAN " ' O.D. \�'f�.�-` 0.0. W z N 6jj 0
o . HYDRANT BENDS x� ''` .`: 6" MIN. GLASS 1 OR - �`'` Y W �,
BRANCH PLAN .:;::~ - v .6 MIN. CC
VALVE INITIAL BACKFILL - "'- " (n
CLASS 1 b C H
GATE - ,� \ I C �.I \ Ce
0
W
VALVE •-- • •'�"';;`` STABLE STABLE 0
WATER q r ..>, z.. ,s
m p' -i. ;Sr' FOUNDATION FOUNDATION �. Cid T
4P401
METER a R:`. ..vC 4..,'", r 0 '' "`' �, MATERIAL MATERIAL w 0 arra
BOX DUCTILE IRON �'a .': W4` '�' %'``' PVC PIPE 01.
i, g,, t. DUCTILE IRON PIPE Q 0O CC
Imm
TEE FITTING m :a n .: . �<>: �;s,v,s*�i� N
co 2
.-� � 1�,D (ATTACH TRACER WIRE) Q:,'.4•
. v:} a:` "``'�'`-�;x s<<./ © ■�
���i// , ,y PIPE BEDDING DETAILS J ,J Ems CIC
r'', SECTION X-X PLAN & ELEVATION
--- TERMINATE 1010°) BENDS & TEES PLUGS c QTRACER WIRE > CC Z
-
INSIDE METER BOX ° 90°BENDS 45°BENDS 22 1/2°BENDS TEES PLUGS , , sin
GATE /! / , SIZE Al B Al B A 1 B A I B C D W. Z
WATER VALVE \�� I 6" 16' 10" 9' 10' 6' 8' 10" 12' 10' 21' FINISH GRADE C3 Q Z
SERVICE .4).4o)* 8' 22' 13' 12" 13: 8', 10" 13' 16" 12' 29"
iiiiii
4°, 10" 26" 17" 14 17 10 13" 16' 20' 14' 36' m
THRUST COLLAR
CONNECT TRACER WIRE 12" 29' 21' 16' 21' 11' 16" 18` 24" 16' 41"
Iiim
T❑ FLANGE BOLTS 14" 35' 24" 19` 24" 12" 20' 22' 27` 18" 48' MIN. COVER 3.5'
16` 38" 27" 21' 2T 12" 24` 24" 30' 20" 54" " ' <E H
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer. •
I. I--.I ` al Z
CONNECT TRACER WIRE iivi0 All bearing surfaces to be carried to undisturbed ground. / Cr) ��
READ
T❑ FLANGE B❑LTS - o 0 1 4' S1EE1.
4 STANDARD THRUST BLOCK FOR WATER MAINS �,,..` 3/4' TM ® W Q W
GYP.) o° WATER MAIN NTS STEEL RODS (TYP.) /Y+
KATE
(PVC ❑R POLYETHYLENE) jj y i.i.■
11)
3' �/� � 0 f �I' 1��. 3" � � Q ��
WATER MAIN 411h.
NOTES: 3 CONG THRUST BLOCKZ g 0
ATRACER WIRE SHALL BE 10 COPPER SOLID CORE COPPER(PVC ❑R P❑LYETHYLENE) SERVICE TRACER # ROD REQUIREMENTS )
WRAP WIRE AROUND WIRE, WITH GAS AND OIL RESISTANT INSULATION, STRAPPED TO
'�rk�l WATER MAIN TWICE (MIN.) ALL PVC AND/OR POLYETHYLENE WATER DISTRIBUTION PIPING
° WITH DUCT TAPE AT 12-FT. INTERVALS. STRIP INSULATION
° AND SECURE TO ALL HYDRANT TEE FITTINGS. WIRE SHALL BE SIZEOF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
ti olir°
0 ACCESSIBLE AT ALL FIRE HYDRANTS AND METER BOXES. 6° 4,328 2
RACER V/ IR - 1 -- TAIL �= ;32 2
16" 30,779 4
S L / - 24' 48,091 6 CO
Q Q
2 69,252 8 a O a
wCCv
NOTES: Er-
GENERAL co
1. ONCE INSTALLED AND TIGHT, THE SIttL RODS AND BOLTS SHALL BE COATED WITH IL 0
2 COATS OF BITUMINOUS BASE PAINT. 0 0 'rn
PROPOSED STORMDRAIN PIPE 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. CC W a Q O `o
27'0 PRECAST 4. APPROVED OFFSETS CAN BE3. TYPICAL MIN. CLEARANCE MUSED IN THIS APPLICATION.NCRETE AND END OF BOLT MUST BE 3". ' N E M
FINISH FINISHED GRADE7 0 0
CONCRETE COLLAR GRADE %���/��/��//��//��/��/�/��/j�/��/ j�/j�/j/jam/�/j/ /j// /�/j�/�/ U
/j�/j/j/ / / /j/i 0 ?r r §
//...4\/..A. .A/. ��i/./ i;�A2",..A.//,A, //./X/, /..i /��i,./,. ��/).��iX�/X�i���i,.A
\ \. .�/-//\ 5. ID 0 5, STANDARD VERTICAL BEND
/ /\/,\/\/\ ... l 4' y\//\//\ MIN o ° MIN. NTS
/ / // / // // j/\//\//\//\
\/\/\/\\/\\ \/\/\/\\/ ..
\/ \/ / - / /\/\ ROD STAINLESS STEEL J U
\/\/\ \ \/ \ \ \ \ N� `- � DIPII
RODS (TYP.) (1E1 ❑ � rn �
\/\/\/ /- \ /\/\/ THRUST COLLAR "3°-0° MIN,/ \ \ \// \// // //\ VALVE B❑X WITH LID, 3 3" 45 DEGREE M J/ // // / / / / SEE DETAIL, 1/4" STAINLESS STEEL ;.4 x• s BEND. (TYP.) VWATER " I r) ME\ \\ \\ \ \\ \\ \\ 2-2 1/2" HOSE NOZZLES PLATE3" 3" ❑ ❑ ❑ A ❑ ❑ vA `F w M M V
/ // // // � //\//\� 4 1/2" PUMPER 6-60 egree threads per CONNECTION FACEnch (NSF) I I O O a,
/ //\\//�/ \//,\/j TO CENTER LINE OF STREET BLOCKTYPETE RUST V
I WATER z
GATE VALVE 4 1/2 Steamer Nozzleational Standard (NSF) n PLAN ,.� W
//j ///j /j//��/ 4-60 degree threads per inch cr MUST TYPICAL STOIti DRAIN PIPE CROSSING WATERMAIN A ® ❑ A '" R DIA. 8.25", W O ow
HYDRANTM S HAVE 6.688 ,, 0.687 6.87'5- _0.688" _
BREAK SECTION OR NTS ." + 0.5'- - N- 1 ,0.5" I I Z a_ u_ o;\ / / i / WORD "WATER" ON COVER REMOVABLE BARREL oRI T--
1 /'R
In
��\/�\�\/\��\��\���\��� Csl
\��//` s.ss8" - -! 0.5"- I I o " DIA. I o.5 W Z\\ �\� MECH. JOINT BURY LINE FLUSH u, . 6.5 o W ,�-j °O
W I WITH FINISH GRADE _ 1 I N
0.5" o 03 SECTION "A-A" _ ec
�� 7.25" V Z
STANDARD GATE VALVE > In 7 5" MINIMUM WEIGHTS 11 875" d
�+TOP 10 LBS.
SD 4-15 C.I. VALVE BOX--.-
NOT TO SCALE
GATE VALVE MIN. SIZE 6" ? c 11.875" BOX 40 LBS. BOX O
TURN RIGHT' TO OPEN m N 0.125" EXTENSION EXTENSION 40 LBS.
M _Z
DRAIN6 6 `'i .75" NOTE: /��^^wmij N
`,;••,� 1. VALVE BOX LID NOT FOR USE IN ROADWAY W n w 3
t LOCATIONS. HEAVY DUTY LID REQUIRED. Cl)a_r "'•• =I 0.062' 2. CASTINGS LOCATED OUTSIDE PAVED AREASCC V,NOTE5: - '8'-D' yi•ii•
1. WATER METERS ARE TO BE PROVIDED BY THE CITY WHERE R/W WIDTH PERMITS • eq::: 1' MINIMUM SEPARATION. " 6"
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC %" L _ -0.5' SHALL HAVE A 2' X 2' X CONCRETE
RIGHT-OF-WAYS AND/OR EASEMENTS -LARGE CAST IRON METER BOX STORMDRAIN PIPE IF LESS ON, 1' 4.75 COLLAR. Z
CONCRETE PAD SEPARATION, SEWER PIPE
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS (� SIDEWALK NOTE: 15" X 15" X 6" MUST BE DUCTILE IRON. SECTION "A-A" WATER VALVE CASTING FOR Q O
0'-6" 1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED 20 LF DUCTILE IRON SEVER #
MAX 2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT PIPE CENTERED UNDER �� GRE wvC BRED CAST IRON OR EQUAL NON-TRAFFIC AREAS. Z .
BRANCH ONES STORM DRAIN PIPE. HEAVY DUTY VALVE BOX LID NTS u ,,
VALVE BOX WITH UD 3-HYDRANTS SHALL BE:
`'
SEE DETAIL KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN NTS ." . Y
h? DARLING MARL 73; OR APPROVED EQUAL l� (TRAFFIC AREAS} ;' �_ �� =h
z o, 2" CURB STOP -
2" 2" TO BUILDING GUIDELINES FOR STANDARD HYDRANT � _ .
f , FRAME
�
n p " v 1 's SD 4-01 P MINIMUM AVERAGE WEIGHT h .
t TYPE "K" SOFT COPPER TUBING --MUELLER H-1422 SANITARY SEWER AND STORMDRAIN INTERSECTION CASTING FLANGE 40 LBS. ,
410 METER YOKE W/12 RISER N.T.S. EXTENSION OR STACK Alit
�-r�' MORTAR PLAN ;.
FORD VF66-12, VF77-12 ,
-HYDRANT 3/4" STAINLESS STEEL ROD7 FULL 18 JOINT Y
TAP AND 2" METER _ s" PIPE /'' ` )� ,
2" WATER SERVICE _ -
(CD o I I I 1 t1110M-- •-.. ,
°lop` �, ,/° I I TO MAW ' BRICK c� 06056
I I 11 °v° I I .
oi_
/ "i f ` I Ii DES. JST
,/� a 1 o'-�a' 10'-0' V 1.5` CKD. J P N
HYDRANT LUGS '�IIE BOLTS RETAINER CLAMI 1 SECTION C
�- 6 C o -! , '\ HEAVY DUTY LID SECTION D DRWN. NKS
JOINT RESTRAINT HYDRANT \ ` cASTTNG DATE 8 24 06
PROTECTIVE k IN , I
I TO 1ST FULL JOINT OF PIPE 2" ASPHALT
L. ENCLOSURE
Li__j. t-P 4` BASE :ate .-. yc y r f vY Q° �, . z� .f i4 fwy V-RIBS aEta908sg
3/4° TIE BOLTSIF LESS '�' ' '� y � h4 1 $ ,r t +�" , { p,t :; `- I COVER °% " Psi
12" MIN, * WATTS 909 RPZ PIPE ENTERD OVER S20 LF DUCTILE IRON EWER TER THAN 8" iZ ��/! %�� ,//%��.. A ///.%//%4// L/// /g4`'//�/ /� , WATER A MINIMUM 0 LBS. `°VERAGE WEIGHT °° � C e
60" MAX. OR APPROVED EQUAL. -HYDRANT 3/4" STAINLESS STEEL RODS
MORTAR OVER FLANGE V. METER r
omews
/______ I -- 0 0 - 1 4t....::. ..;,./
`0 a -o o f o a I 1, MORTAR PLAN 1 9$51
...r. �© 10 I I P a I ° °. I P a IA � �% �������, .- -.,,.2P STANDARD BRICK p apm ,0.
'
�" o`�o Zi_=-----..r.-=,----viti
2 MORTAR + 0�6
\ _/ -o o Q �� // �� � ` �i �i�'� , 1.-7 3/8 mr19.625' R o `a•......°• q`
TUAS
�A. - _ 75*
WATER VALVE BOX EXTENSION AND wIN ',, 10'
°
I I r CASTING CENTERED OVER VALVE NUT ��i1i�I•;-
f } - TIE BOLTS / SEWER CLEAN-OUT CASTING i'-6 5/. 0.375"
GRAVEL DRAIN PIPE C20 LF ENTERED D IRONUCTILE SEWER
WATER -`�/-
JOINT RESTRAINT HYDRANT TO MAIN TEECENTERED OVER STACK
IS
NOTES:*THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN-OUTS SECTION A SECTION B
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
REDUCED PRESSURE PRINCIPLE ASSEMBI__v GUIDELINES FOR HYDRANT JOINT RESTRAINT WATER & SANITARY SEWER INTERSECTION 'PRIOR TO T CASTINGS, NEW LIFTS.
WILL REQUIRE
OUTDOOR HORIZONTAL INSTALLATION95% COMMPACCTIONION OR BACKFlLL IN 6" uFrs.
SD 4-02 N.T.S.' . ° C4
VALVE BOX AND CLEAN-OUT CASTING BASES WNATER METER BOX
TS
SD 4-24 NTS

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CC LEGEND
J ' CC pca
iI t.o sSECrai !V. °NP .•. 15 o pLi--zz Lot 1 O aN\ ------- PROJECT SITE PROPERTY LINE �+Z O
P 1 I r� 1 IA Z
v N s••• EDAL�� EXISTING STORMWATER POND DRAINAGE W W t N
411111
. 22.77 22.61 AREA DIVISION UNE FOR POND NO.1 W�
�n� , v I AND POND NO. 2. SEE DRAINAGE AREA '^ U
EXHIBIT PLAN FOR PERMITTING ONLY. v+ (97.11.....
1) v) Z
.//� � I TR41CT'B-I'R V
/�� \\ __ MAP 80bK 39 PAGE 238 �� RDAL�� REVISED STORMWATER POND DRAINAGE Z Y 0
P1 -13-2 ( °r P °( I Tor I � ) i ( I 22.a1 AREA DmSION LINE FOR POND N0.1
/ AND POND N0. 2. SEE DRAINAGE AREA L ¢ zi
I I j /� 22.82 22.65 22.3� EXHIBIT PLAN FOR PERMITTING ONLY. r Z
w
ri
[ At o
C \�
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s Z
•
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I i\ k„.
`� o !°, t° - - - - - - �,� / DRAINAGE AREA O
22.53 i
O&I ZONING ? /
-ZONED C8- - i / ♦` c'.
ZONED O&I - `T - -3 - - - I CB ZONING /� REVISED POND 2 17.21 AC Z U rk
eo
Fd P1 VACANT I T VACANT P ��i� DRAINAGE AREA �'
'9\ i ( .I I' itggrs PROPOSED ' Sd, 21.93 / /
1001 Y/tl�ytAilY Glf i �' �- • 21.78 / / ,r`` -504,1
UM
IEVFyt 3/t ' NEW SAT RWESTFALLCOWRY
PAPoC g It Nl9 / // t� �I
Survey Legend: TOO t M 4, 1.12*ACRES I 6
E.I.P. EXISI4NG IRON PIPE \ :1
, / /
TRACT C2 I z I //r/ li
xr
E.I.R. EXISTING IRON PIPE �- i• '_ 4144(:‘,0
PROPERTY CORNER �� g SEGt10N t , I / /
I.P.S. IRON PIPE SET 1 1MESIFALL .• \`�•� / /
MONUMENT E.C.M. EXISTING CONCRETE M I -
/ / t,
N.T.S. NOT TO SCALE EXISTINGLiii M. I
C CENTER UNE FIRE HYDRANT ' a P2 1, - - N / / t
'
85 BELL SOUTH /
° • 22.36 21.9 //�/ „ S
NCNG NORTH CAROUNA NATURAL GAS -% '�'
WL WATER UNE (r) ��� n��- rI m P2
SS SANITARY SEWER C / APPROVED
SD STORM DRAIN / / N TRACT•B I•R 1�CAROI.fNA ENVIRONMENTAL
1r
L__ i"
MH MAN HOLE I MAP BOOK 39 PAGE 238
r 8
RCP REINFORCED CONCRETE PIPE , I `�'i % �T �T
a� � MANAGEMENT COMMISSION
FM FORCE MAIN I 1 P1 MW 1'2 ss a^ Q
UGC UNDERGROUND CABLE(UNKNOWN) 0 Z O 1 V I 1 &. ,rA/
UGE UNDERGROUND ELECTRIC I Z • 7' • DIVISION OF WATER QUALITY OCO�Q
UGFO UNDERGROUND FIBER OPTIC V�1''u Mw I C / / ("'�
TRACT'G' JI `✓�' �� �
UGT UNDERGROUND TELEPHONE MAP BOOK 43 PAGE 380
•I S05°23' - -
DES. III
SURVEY NOTES: D I I
/
I.) THIS LOT 15 NOT LOCATED IN AN AREA OF 100 YEAR FLOOD. - OWE 21. •:` CKD• J JAK
2.) ALL DISTANCES ARE GROUND HORIZONTAL. r ' o I TRACT ct - �' - - - - - - - RTGC PROPERTIES,
N
3.) N.C.GRID MONUMENTS WITHIN 20001 OF THIS SITE ARE DESTROYED. I I - - - - d• p LLC DRWN. E B
4.) REFERENCE:U.S.ARMY CORPS OF ENGINEERS-404 WETLANDS TO THE 3 I:)." N.C.D.O'frR/W` p 2
SURVEYORS KNOWLEDGE;'NEW HANOVER COUNTY L MESECTIOTALL PARK v y RAN DISC
LIBRARY SITE"CONTAINS NO 404 WETLANDS. I /�� ��� ^' - - DATE 3/16/05
30 3O' 2g38' TAL) °j. 83.53' N 1 f°05'19'E 13'9T ' 1::2 L //
AREAS SUBJECT TO 0,5.ARMY CORPS OF ENGINEERS JURISDICTION. NO2°03'23'E �Q N.C.D.O.T. N05°2b'20' :5.25'TTOTAL)> 1= DAL _
5.) REFERENCE:SURVEY AND MAP SUBJECT TO ANY EASEMENTS OF RECORD. I Y RAN DISC N.C.D.O.T. �\ 'PROPOSED NCDOT RAN - - - --
7.) SEWER SERVICES PROVIDED BY NEW CITY
OF WIR COUNTY. N,C.D.O.T.RM/ R/W DISC I 1 / PROPOSED NCDOT RAN
BY THE CITY OF WIUv11NGTON. (*� N 1
7.) WATER SERVICES PROVIDED
O4. e°°°se.
IV
UTILITY STATEMENT: ty N.C.D.O.T. I Ei Ja.) R/W Dlsc BOOK 1502, PACE 69Q, \ `� , .,!; �a ".,,J ' �,rr,. q� .QOF �, •
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM D //<�/f
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE r w ( _ N '•
v p
SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND ( I - -` - \• Q` _ \\ �ry ski �� • N4, L
oo
•
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, 0 h -' \ - - - o° -
EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER Limiii I .� \ `° 1P - - �'�/,, MAR 3 t 2 05 ® � I' �`[7`
U`O \ \ TRACT'$f LZ N 4j. - '2. Oaf 4 •°
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN w m W I- MAP HOOK 39 PAGE�238 O� =�\ 11 '� `- o e
m N.C.D.O.T. R/W \ �71 - `1: \. DVtJ A .` ° �'
H HE DOES aIZ m + \ . \ �- �� ' - 1.601. s . o� :7.4o� QF+ e�"e sk
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH -
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE ° 0 f38- ACRE \ `- - --2-
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT �'� "Iik_Hi.2. N.C.D.O.T. R/W I- • \ • - - - ___-_*0). '_� - / �\° �� KUS
LOCATED UNDERGROUND UTILITIES. �'�' ����- �1" 0.77} ACRE •
\ 15:33 - _ - - • lam. 7 4 - 17, i��
PHYSICALLY LOC Uy �_9_g-15 a �\ -----_ 9,
4 . --"1Jr.77 \� O �� ��""�'� 1��+ / 1. �•'f". ®gAf7RRp{!9nkPG�'WSury Reference ABANDONED RN✓ ---__- �9 \ _ _-___OK 46 PAGE 98 -- -eyMAP BO Igo -
MAP BOOK 45 PAGE 236 ° - -- 2-- PROPOSED�5IDEWALK �Si2 - PROP05Ep 517[WALY �'
MAP BOOK 43 PAGE 380
MAP BOOK 39 PAGE 238 ' I I - 16.09 �I S�'�o-�S -'- - �
an
MAP BOOK 38PAGE 190 I - tt----u---- y tt�/---i -"-,,- -
F ,' � 20.24 �^,`7""'F"' 20.019.92- �/°o o s��
MICHAEL UNDERWOOD and ASSOCIATES,PA 30 4 505°23'00"W 200.00 Q N05°23'OD'E 217.80 ABAND ED ■ 11 _
102 CINEMA DRIVE,SUITE C ---------RN-- - - ---- - - - - - - - F' - - - ° - = a. c -2
F �� a 6T2 241s F6is2; SCALE: 1 60'
WILMINGTON.NC 28403 111\
!0 • 17 4 �s 1s 22 f�
PHONE: [phone] /,$6 e �6� 7� -�E�FAX: 9IO-815-0393 g ---- --_--b -- ° �0 0 60 120 180
E-MAIL: [e-mail] EXISTING OI - n 6' INV. 1 FisER

MAP BOOK 4c, PAGE 98
,, , r 7 Ai f)V IN
Legend:
E.I.P. EXISTING IRON PIPE
E.I.R. EXISTING IRON PIPE
Q PROPERTY CORNER
I.P.5. IRON PIPE SET
E.C.M. EXISTING CONCRETE MONUMENT
N.T.5. NOT TO SCALE
CENTER LINE
N.C.D.O.T. R/W
(TYPICAL)
NOTES:
1.) THIS LOT (5 NOT LOCATED IN AN AREA OF 100 YEAR FLOOD.
2.) ALL D15TANCE5 ARE GROUND HORIZONTAL.
3.) N.C, GRID MONUMENTS WITHIN 2000' OF TH15 SITE ARE DESTROYED.
4.) REFERENCE: U.S. ARMY CORPS OF ENGINEERS - 404 WETLANDS TO THE
5URVEYOR'5 KNOWLEDGE; "NEW HANOVER COUNTY
LIBRARY SITE" CONTAINS NO 404 WETLANDS.
AREAS SUBJECT TO U.S. ARMY CORPS OF ENGINEER5 JURISDICTION.
5.) REFERENCE: SURVEY AND MAP 5UBJECT TO ANY EA5EMENT5 OF RECORD.
G.) 5EWER SERVICES PROVIDED BY NEW HANOVER COUNTY.
7.) WATER SERVICES PROVIDED BY THE CITY OF WILMINGTON.
5urvev Reference
BOOK 4635 PAGE 0095
BOOK 44G I PAGE 0832
BOOK 4201 PAGE 0139
MAP BOOK 4G PAGE 98
MAP BOOK 45 PAGE 23G
MAP BOOK 43 PAGE 380
MAP BOOK 39 PAGE 238
MAP BOOK 38 PAGE 190
GRAPHIC 5CALE: I "=50'
50 0 50 100 150
Map For Record For:
WESTPALL PARK
TRACT C3 (RECOMBINATION)
4.7G -+- ACRE5
WILMINGTON TOWNSHIP NEW HANOVER COUNTY
WILMINGTON, NORTH CAROLINA
OWNER: THE GREENWOOD GROUP, INC.
ATTENTION: MICHAEL G. WINTERS PRELIMINARY
ADDRESS: ElLI� CRESCENT
d� NiGREENOSUiTE oNQT FOR REAL ESTATE
CARY, NC 28302 SALES OR CONVEYANCE
MICHAEL UNDERWOOD and A550CIATE5, PA
102 CINEMA DRIVE, SUITE C 5URVEYED: D.C. APPROVED: M.N.U.
WILMINGTON, NC 25403
PHONE: 910-615-OG50 DRAWN BY: W.C. DATE: MAR tJ 2O05
FAX: [phone]
E-MAIL: [e-mail] CHECKED BY: W.C. SCALE: I "= 59
f
1
1 F
1
I
I 30
1
I
t
TRACT "G" I
MAP BOOK 43 PAGE 380
I
1
I
1
I
1
1
f
40 DRAINAGE EASEMENT p 1 (PRIVATE) `r
1
---- --J
I
1
1
1
f
1
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TRACT "G"
MAP BOOK 43 PAGE 380 1
1
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0 30' UTILITY EASEMENT
m
--
D.O.T. R/W DE
L L..�
NOTE RACT C3 (RECOMBI NATION) 4.7G ± ACRES 15
A REC,O181NATION OF TRACTS C 1, C2, C3, C4, and THE
NEW MOVER COUNTY LIBRARY 51TE AT WE5TPALL PARK
I � WIC f
LOT 'A 1 R" I z I LOT "42R"
1 MAP BOOK 41 PAGE 75 ( 51 I MAP BOOK 40 PAGE 155
1 01
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TRACT "B- 1" R
MAP BOOK 39 PAGE 238
mrnr)T PA,v
_ MiLITARY_ CUT —Off ROAD
5,`,, 1409 (PUBLIC R/W VARIE5)
NG EASEMEJ` (TYPICAL) BOOK 2G05 PAGES OG89 THKU
N.C.D.O.T.
R/W DISC
RECEIVED)
MAR 3 1 2005
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NO SCALE
Cp
PRELIMINARY
NOT FOR REAL ESTATE
SALES OR CONVEYANCE
CERTI FICATE:
TH15 SURVEY 15 A RECOMBINATION OF EXISTING PARCELS OF LAND.
MICHAEL N. UNDERWOOD, P.L.5. L-29G2
MAP REVIEW OFFICER
CERTIFICATE OF COMPLIANCE
CERTIFICATE OF OWNERSHIP
AND DEDICATION
CERTIFICATE OF REGISTRATION
BY REGISTER OF DEEDS
REVIEW OFFICER OF
I, HEREBY CERTIFY THAT THE 5TRE 75
I (WE) HEREBY CERTIFY THAT I AM (WE ARE)
NORTH CAROLINA, NEW HANOVER COUNTY
NEW HANOVER COUNTY, CERTIFY THAT THE MAP
PARKS' OPEN SPACE OTHER AREAS DELINEATED
HEREON AND DEDICATED TO PRIVATE USE AND ALL
THE OWNER(5) OF THE PROPERTY SHOWN AND
OR PLAT TO WHICH THIS CERTIFICATION I5
TRAFFIC MARK NG5 AND CONTROL DEVICES SHALL
DESCRIBED HEREON AND THAT I (WE) HEREBY
FILED FOR REGISTRATION ON THE
AFFIXEq MEETS ALL STATUTORY REQUIREMENTS
NOT BE THE RE5PONSIBIUTY OF THE PUBUC OR THE
ADOPT TH15 PLAN OF A SUBDIVISION WITH MY
DAY OF AT
FOR RECORDING.
MUNICIPALITY ACTING ON BEHALF OF THE PUBLIC,
LF OR
(OUR) OWN FREE CONSENT, E5TABLI5H MINIMUM
(AM/PM) AND DULY RECORDED
TO MAINTAIN. FURTHERMORE, TO ENTERING ANY
SETBACK LINES, AND DEDICATE ALL STREETS,
IN MAP BOOK AT PAGE
AGREEMENT OR ANY CONVEYANCE WITH ANY
_
PROSPECTIVE BUYER, I SHALL PREPARE AND SIGN ALLEYS, WALKS, PARK5 AND OTHER SITES TO
MAP REVIEW OFFICER AND THE BUYER OF THE SUBJECT REAL ESTATE SHALL PUBLIC OR PRIVATE U5E AS NOTED. FURTHER
RECEIVE AND SIGN, AN ACKNOWLEDGMENT OF I (WE) CERTIFY THE LAND A5 SHOWN HEREON
DISCLOSURE STATEMENT. THE DISCLOSURE STATEMENT 15 WITHIN THE PLATTING JURISDICTION OF THE REGISTER OF DEEDS
DATE SHALL FULLY AND COMPLETELY DISCLOSE THE PRIVATE CITY OF WILMINGTON, NORTH CAROLINA.
AREAS AND INCLUDE AN EXPLANATION OF THE
CONSEQUENCES AND RE5PON5I13IUTY AS TO THE
MAINTENANCE OF THE PRIVATE AREAS, AND SHALL
FULLY AND ACCURATELY 015CL05E THE PARTY OR
PAKTIE5 UPON WHOM THE RE5PON5181UTY FOR
CONSTRUCTION AND MAINTENANCE OF SUCH PRIVATE OWNER
AREAS SHALL REST.
SIGNATURE OF OWNER DATE DATE
CERTIFICATE OF SURVEY
AND ACCURACY
R,
11
I, MICHAEL N. UNDERWOOD, CERTIFY THAT TH15
PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DE5CRIPTION RECORDED IN
BOOK AS PAGE SHOWN; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED A5
DRAWN FROM INFORMATION FOUND IN BOOK
A5PAGE SHOWN; THAT THE RATIO OF PRECISION
AS CALCULATED 15 1: 10,000+; THAT TH15 PLAT -
WAS PREPARED IN ACCORDANCE WITH G.S.
47-30 A5 AMENDED. WITNE55 MY ORIGINAL
SIGNATURE, LICENSE NUMBER AND 5EAL
TH15 I GTH DAY OF MARCH A.D. 20 05,
MICHAEL N. UNDERWOOD
PROFESSIONAL LAND SURVEYOR
L-29G2
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THIS TRACT IS LOCATED IN ZONES A10 6 C
ACCORDING TO THE FEDERAL EMERGENCY
AGENCY'S FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER .370168 0085 D,
DATED: APRIL 15, 1985.
THE FLOOD LINE SHOWN HEREON WAS DIGITIZED
UTILIZING SAID FLOOD INSURACE RATE MAP IN
CONJUCTION WITH THE NEW HANOVER COUNTY
ZONING MAP #51.
NOTES:
1. TOTAL SITE AREA = 92.60 AC.
WITH TRACT A = 114.83 AC.
2. THERE DOES NOT APPEAR TO BE A NC GRID
MONUMENT WITHIN 2000' OF THE SUBJECT SITE
SURVEYED BY ARNOLD CARSON
3. THIS MAP WAS PREPARED IN PART UTILIZING
NEW HANOVER COUNTY TOPOGRAPHIC MAPS,
VARIOUS DEEDS, AND MAPS OF RECORD AS
INDICATED HEREON.
NESTFALL OFFICE PARK PHA'-Atyar),
OWNER:
RAIFORD G. TRASK, JR.
1202 EASTWOOD DR.
WILMINGTON, N.C. 284
y:1
iffAb
OVERALL PLAN 1"= 200'
SITE PLAN 1"= 100'
POND SITE
DETAIL SHEET
DETAIL SHEET
PLAN 6 PROFILE
APPRUVED
IORTH CAROLINA ENVi-ON1` E-NIAL
MANAGELIENT Wl!j'r`'.:1N
DIVISION OF WATEM Ca' O.. W'
Date 10APe &VI 40,
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Co
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C2
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EXISTING 'X' CUT
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• � i' g '.It, �,26 b v AREA AND ARE DELINEATED ON
N.C.GRID '83 ; / \ THE PLANS. SEE LEGEND FOR
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PAGE 373 \� LINETYPE.
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/ TEMP. SILT FENCE ' `�,�.. � _
/ Q
WETLANDS // / / `�E N /� // �� --- " C14/ Q`G \ 04_Z'0 \ 21.15
( FIRE HYDRANT N , , , a -, �24.73 \ o
I \ // �;}` / 24.58 II II au // / / - '�4�V i �8 // Fy�� \ \ \ cn !2 1 V ` 6 1.83 21.49 \ LLJ
ry
r 1 - - - - - - - _ \ I ' �N� / (mil 9• / ,� �' / ��L \ �� 47 \� / 2 b \ \ \ 2497 4 - U O
`22. 2�.372.79 \ -
\ _ ps I .
���\ \ \ �3 \�j0�0.0 \\ \..�I3 LL
/ coM 2-11Q \\ \
�24.90 /r 9.1 / / / / �' �N� `\ \ \ \ m u II `\ P4 .45 O ^
=n. �20 z
\\ 98 / / m a.a \ \ L) \\
! \\ � \ \ \ 2N6 v� 25.64 \ \ M o 22.50 \ 1 �tt_Q 0
22.64
/ / \ l `\ \ X4. 31 1 24l7d B I `� / i0\Q \ 22.23 \
I:� �I DISTURBED AREA 25.84� \ 6
A1241s1 I LIMITS. (1YP) m \\ \ 22.5 \ \ \ I O W _1
\ \ \\ 6 8.9 3. 1 \ \ \
n
IN.\ ,\\ 28.3 1I 23.56
Lcp
2 CD
\ r- m 0)
zgr
\ .. \ �\ `� 8.7 \ \ \ m II II Z p it 1 w r7
- / \ ` OUTFALL DITCH \\2\.o
= mm 3.7 \ KJofin. / �O/ �\ \_\22.12-41.25 VO / Z
\ H -
21.15
*-I V) �!� 0
20.46 th I-
___--------____ P4 zw
\ _
C_ x
23.24
--- !
DEVELOPMENT DRAINAGE `.ATTERN - s8
\ 1t DIRECTION SHALL DIRECT ORM ` 6� \ \ 23.51 = L
\ -- - - - - - - - - - --- - - - - - - - - - - - - - - � ` WATER TO OUTFALL I DITCH:: 4 OR
1 C.�
STORM DRAINAGE $/STEM 14 THE \ n-
' \ 8.1 \� DIRECTION OF THE I DRAIF),c... PATTERN `\ \ \23.5
\` z X % Z
\ \ ♦ 24.35 I
♦ \\ ARROWS. \ W c,
23.SZ- 24.24 ` II '
23.26 23.2323 \\ \ 24.41 2 0�21.87 /
\ I `\ \ , o
` \ \ 22.86 .26 .`\ P �\ \ / \ \ o \LLJ�p� ,
- ---- \ \ / 24.66 \ \ Z �M
\ , / 21 . m r
o ` \\� `\ i' � 23.57 , `\ C\�` 7. L) !/ M
21.03 23.03 \ T 23.N \/ / 19.4 Li
r 21.70 ` \ \ \ \ / 19.6.0
O / 1\
/ GREEN AREA OUTSIDE • �' 22.72 `\ \ \ / '' ' ' `/
/ Z
\ \/ \ / / \ \ OFFICE PARK 22.28 I N \ \ \ / \ + 1
#�' 7 POND DATA NO'S00
y / \ \ \ 22. I I Lie.
> 04 p i� 1 gy
\ / \ \ \ / ` /� \ 19.33 J TOP = 19.001 22.88 La r II \\ \� 1 G4' %/ .,
/ \
/ \ / ` \ \ \ 19.24 19.63 / ' COUNTY FLOOD POOL = 17.50 � � z � �/ ����
/ / / \ \ / \ • \ 21.63 17 STATE FL00D POOL = 15.25 cv 3 w \ ro \ , ! / ..: .:
/ \ \ / \ , \ %� \ \ \ , `� aw„♦ NORMAL POOL = 14.00 \ Z
0- BOTTOM =' 6.50 �'X7/ _V
jo
FES IW. = 16.00 / \ , 9 4 o \
/
- . - °°`\ \ \ DISTURBED, AREA � r � DISTURBED AREA 20.8o+
a \�\� ���', LIMITS. , - ' LIMITS. TYP -- _ o l O I
\ v 62
� -7`--------,.�--------,1 � --- \ � ��\ - - / \ \ \ _ � - -- - - - - - - - �. � � , > -' I , I 22.05 ; , • , � � s
Qv
IIIIIII IIIIIII
� •� ^� ---__ �--�r-\ate / I // . � r1�/ 4 !` \ ,'�- 15
/ /\`\ / / \\\ / \` y %\ '---- �\ rES WITH RIP RAP �/ \
\. / / . -- ------16 / sz� j s Z as I I �1 �:GY DISSIPA� '/ \ '
/ / / \/ / �. �s / --- / ---- s� \ !\ I 15-W X 20L X 12'D ! / �14.5�' W / III III II
/ / / / /_ ` ` 2�� , _ - - - "� - _ �� I I I INV. = 14.0 / ' W // w 1 .18 1� \
L� - - -6f'/J / J 85Z / / /
` 1 I
X \ / _ \
OUTLET STRUCTURE ��'''•
- - - - V FES WITH RIP RAP
, yt tp>rl
/ / / / / . / / / ,� 1 1 �9 SEE DETAIL : ; VEKY DISSIPA J I 1 \\ / r,-_- ^i \ \n ram- i �. -� / I ! 44 � ��_ - - _ -__ _J - v� 8X 15L X 12"D 11 x I
_ - -
/ , , � � � , `� � INS: �- a o_ /�/ /, � � s � I � 98244
/ Ci
/ i \ ' o r \ \ /:p I I I
/ , , / / / ` \ / �� 36' FES WITH RIP RAP - .. b �, 9 � c I ,/ ti _ - 1 I ` \ _ // 17 4 / r �3 1 I DES. JST
/ \ ENERGY DISSIPATER \` / ` FES INV. 14.5�
7 / ^ r `' 1�.15 ll ht Z6 t v r \ / -c T, /` \ ��p / W
� l J I; . % Olbl sa. I ��--16, / �`� \ ` 9 9'0. 1ff2
�,1 � ?L 17.33I I I DWN. NMK
15'W X 20L X 12b ,� 109649
\ a8 \\\ \
/ �'`. / / i` / \ INV; = 13.50 � / �� 25EXiST; �. , 11,\1s.71\vY �'///.//\ / /' � \ \ s 9� , \ SPI8.0 0' POND (QI 1 �� �J' 37 ' \ 8 \' i Dare 22 FEB. 99
�,.a a�� SEI�,,DETAIL� P sz'�l
^92
^ I i g \ �•r.. i/ ,' 14.4Z i at��eeam
_Ln J T &T-FI I: C �Q � �r `�a / - - ' ` \ ` \\ .�! / 4.7
IX-
15.43
Iyp•z �4 8s' - ' s r s!'L > - `T
/ 1 \ \°' - 15.99
�sol�%, , Ll I\ I S'z�y \ ! / \ "�� / 39 \ \ y$9l 1 / I„\
` \ ` �- _
/"'\ ` \ \� ` `� ` _ _ \ \/ \b8 �1 \\ \ // l p \v'/�' / •9A _� / / ��J I w SEAL
4'- - - - > \ .✓ \ / - \ \ a� / / `/ / _ \ \ x. ` _ -`\ �+-- - .A.,- ' 1\, y 1 `L / r. ��� w•._. _ - .' -/ d J_ Lbw' b l I(et� / - 17.73
/ 1 7"g-7 ; D EA IS
l \ AJ ITS AF WETLAN©S N
�\ 1.08 �- �. �_ � \��.$7� ��v �.� \\_�� \\ u�4 J \ 4. "" ` 7 / /'� � _ / 11.$6 I / .. _„I ' •oaees0 yJ'S:�y®w
1 r d
13.62 s. T
i% �( / 14.88 tetr o N�
/ \\ \ \'\ \' ��`/..\ \ / / /`�/ -� „`\ / \��\ / /�� \ `�\\ �•\�\\� \��_ Ir'C Lc'F� /---�1(07� 1�,51
- - ` ' tlr�/'
16.69
' 44..-= 1-3' ,�
/3.2 3 \ / \ C 2
-� -J''i �� o f /�- �I V ;� 1 ^� (/ ' `� `� `� J 13.00 \ \ / 13.4� i 16.77 18.18
-, -1-2,40
lig-
IL

Im
It
s•�
SLOPE
2" TYPE 1-2 (NCDOT)
-8" ABC STONE (NCDOT)
II -III -III- COMPACTED SUBGRADE
:111=1 I 1=1
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ROAD PAVEMENT SECTION
N.T.S
SEDIMENT CONTROL-)
STONE 1'-6
12'
114 PER FT.
*STATION 9+60 TO 10+50 AND
R/W STATION 15+80 TO 16+00 FILL
SLOPE SHALL BE 2.5:1. PROVIDE
60' R.O.W. SILT FENCE ® TOE OF SLOPE.
36' 12'
I
1 /4" PER FT. I 2" 1-2 1 /4" PER FT. S SLOPE
8" ABC STONE "' � 6'
6'
- O= SANITARY SEWER WATERLINE
TYPICAL STREET CROSS-SECTION
N.T.S.
,_ --- \R/W
60'R
I I
I I
ASPHALT PAVEMENT
/
0 '
I I I
I I I
12" 12'
♦ ..
a
G ° ! d♦
G
TYPICAL CONIC. SLOPE CURB & GUTTER
N.T.S.
I
I I
I I I
I I I
55'
2% SLOPE (MIN)
17 2" 1-2 ON 8" ABC STONE\-,
COMPACTED SUBGRADE
5
CUL-DE-SAC 441, ���
N.T.S. - ��
A`��
J�
1/4" WIRE MESH
- 5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
NOTES:
1.
SEDIMENT CONTROL STONE
SHALL BE #5 OR #57 AND
SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER
SECTION A -A
TON "SEDIMENT CONTROL
MULTI -DIRECTIONAL FLOW
STONE."
2.
WIRE MESH SHALL BE
INLET PROTECTION
19
MNDA DESHLALLHHAVErAGE 1/4"
NTS
MESH OPENINGS.
II S� �pF (M/ 31 SCOPE
TYPICAL GRASS DITCH
SEE PLAI
ORIENTA
PLAN
Ln
w
oc
Q
>
CASTING
NOTE USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
ELEV. VARIES
PIPE
PRECAST SIZE
OR 6' VA IE 6"
BRICK MASONR
Lu
FLOW b
>
I
3000 PSI CONC. I co
SECTION
,UNCTION BOX DETAIL
NTS
SEE I
ORIEN
CONC.
ELAN
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
H-20 LOAD RATED.
CONC. COL
i
1 -0
i
ASPHALT PAVEMENT
ELEV. VARIES
�
PRECAST
EE
"
6" VAIIE
g"
BRICKMASONRK--
w
FLOW
4.
3000 PSI CON .
.4
1 4 1
NOTE: PRECAST BOX
SHALL 13E HEAVY DUTY
DESIGNED FOR H-20
LOADING.
SECTION
DROP
NTS
INLET
DETAIL
CURI
PLAN
CURB INLET DETAILS
NTS
VARIES (10' MAX.)
I TERMED ATEAWIRES o
uj
I I;: LL
uj
I I N I I
o a
M O I
O
I I 3 I I
I I I I
I I I I
NOTES:
1, FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN OF SIX LINE WIRES WITH 12' STAY
SPACING
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH, FABRIC SHALL BE FASTENED
ADEQUATELY TO ' HE NIP,E FABRIC.
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHAD_ BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 1/2" LONG
TEMPORARY SILT FENCE
FILTER J 1I
FABRIC 3
NCDOT CLASS A OR &
EROSION CONTROL
STONE
1.0' #57
STONE ON UPSTREAI
FACE
FI LTE
FAk3Rl
A
I 5' 1.
MINN
9-MIN.
�1
3
A
SECTION A -A
STONE CHECK DAM
NTS
I STONE
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
TEMPORARY/PERMANENT
GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
Z RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS, PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 SF,
FERTILIZER: 17 LBS PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW 6 HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE 6 MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW,
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE.
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
)NTROL
'A'
6 X PIPE DIA. STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
a
o
ry LA
12,
i
i SECTION A - A MIRAFI 60OX FILTER FABRIC
OR APPROVED EQUAL
NOTE FILTER FABRIC AND STOPS SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
177-
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
=
CONSTRUCTION CONDITIONS.
Ld
w
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
=
o
to
WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL
a
a
Y
AND CONNECTION TO EXISTING STREETS.
0
U
46
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
0
w
z
3
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC, WITHIN LIMITS OF
0
O
F
o
CONSTRUCTION.
5
G�
Q
af
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND
0
ANY OTHER UNSUITABLE MATERIAL.
0
0
N
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
-w
CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN
Q
SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM
J
SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.
0
Ill
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM
V
>-
OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO RECEIVE FILL
SHOULD BE PROOF ROLLED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO COMPACT
THE TOP 8' TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY
AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A
CLEAN SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED
8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL SILL IS TO BE PLACED, THE UPPER
12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
THE REQUIRED DENSITY, EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM
MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR
ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS
WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING
UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY ARNOLD CARSON,
R.L.S., AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR
DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAYMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT
STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING
CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE,
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY.
PLANS DO NO REPRESENT A BALANCED EARTHWORK CONDITION.
19. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINT OR 'RAM
NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON -BLEEDING,
21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL.
22. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. 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,
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS
COMPLETED.
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON THIS
PLAN ARE NOT EFFECTIVE.
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINMNG' CONSTRUCTION OR AS SOON
THEREAFTER AS POSSIBLE. 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.
26. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE
PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE
INLETS AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING
DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY
UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP
INLETS.
27. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
28. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE
CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
29. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0
FT. BELOW THE TOP OF THE RISED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
30. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5
FT. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN
A BARRIER.
31. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE ACCUMULATED SILT
AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. ALL PIPES AHALL BE CLEANED OF ALL
ACCUMULATED SILT AT THE END OF THE PROJECT.
32. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT.
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98244
DES. JST
CKD. JST
DRWN. NMK
DATE 22 FEB. 99
SEAL jI
19851
x ,
M•
C3
R3

TREATED
LANDSCAPE
-
TIMBER
ROAD
J
_
IL-
x
o
_
C.I. BOX
I F
a
& COVER
"r o
UJ
U W
p
U w
U Z
Ln
COMBINATION
---��--� W
m
MAX 45' SWEEP
W
o
BENDS AS REQ'D
NIPPLE PER COUNTY
MAIN
ANGLE REQUIREMENTS
AS REQ'D
TYPICAL NEAR
SIDE
SEWER
SERVICE
DETAIL
NTS
2-2 1/2" HOSE NOZZLES
NSFT THREADS
4 1/2" PUMPED CONNECTION
FACE TO CENTER LINE
OF STREET
WORD "WATER" ON
C.I. VALVE BOX -
GATE VALVE MIN. SIZE 6'
TURN RIGHT TO OPEN —
8X6 TEE 6"
NOTE:
1-SEE ASSEMBLY DETAIL
THIS SHEET FOR
JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
KENNEDY GUARDIAN OR APPROVED
EQUAL.
GUIDELINES FOR
STANDARD HYDRANT
! FINISHED GRADE
MANHOLE CONSTRUCTION
SIMILAR TO STANDARD
MANHOLE
NEW OR EXIST.
CULVERT
3000 PSI CONC.
FOOTING
FIM
PIPE SIZI
INDICATE[
ON THE
INITIAL BA(
CLASS 1
1
TREATED
LANDSCAPE
TIMBER
W �
o
_I I . I...I..
u1
a
M
C.I. BOX
&COVER
o_'
Z O: =) a
a
m� o=
w14
W
j W
p
cr
w
�t
ROAD
MAX. 45
LONG SWEEP
AS REQ'D TO REACH
OPTIMUM DEPTH
VARIABLE SLOPE 45
1.5% MINIMUM SADDLE
NIPPLE PER COUNTY MAIN
REQUIREMENTS COMBINATION
HYDRANT TO
HAVE BREAK
SECTION OR
REMOVABLE
BARREL
/ /
BURY LINE FLUSH WITH
FINISH GRADE
DRAIN
CONCRETE PAD
15" X 15" X 6"
5' DIA
NEW OR EXIST. D.I.
SEWER—M. VARIES
--E-r
°
a • .. e
a
All -
INTERFERENCE MANHOLE
NTS
DID' 7nAlr
PVC PIPE
FINAL BACKFILL -
3" MIN.
CLASS 1, 2 OR
).D.
6" MIN. CLASS 1 OR 2-
TYPICAL FAR SIDE
SEWER SERVICE DETAIL
NTS
O
J/4' STNNLESS STEEL �S--\ fUl6
(HYDRANT LUGS v TIE BOLTS RETAINER
JOINT RESTRANT
HYDRANT TO 1ST f-ULL JOINT OF- PIPE
JOINT RESTRAINT
HYDRANT TO MAIN TEE
0
TO MAIN
0
W
2
20 LF CAST IRON i
CENTERED UNDER
WATER
WATER & SANITARY SEWER INTERSECPTION
N.T.S.
STD. M.H. RING & COVER
MIN WEIGHTS:
J14" TIE BOLTS
FRAME: 208 LBS.
COVER: 120 LBS.
GUIDELINES
`"OR HYDRANT
3"RTA
JOINT
RESTRAINT
S L
NTS
M.H. STEPS O
V-0' oc
CONC. M.H.
BLOCK
PIPE ZONE
6" O.D, 6"
MIN. MIN
I I—III—III-1 I I—� I I-
\ STABLE STABLE
FOUNDATION FOUNDATION
MATERIAL DUCTILE IRON PIPE MATERIAL
PIPE BEDDING DETAILS
w
_J
La_
O
a_
46
w
F-
w
w
(n
I
(n
w
r
PIPE SIZE AS
INDICATED
ON THE PLANS
3" MIN.
O.D.
MIN.
1' DIA BUTYL RUBBER
SEALANT IN JOINT
12
SECTION
TYP. PRECAST JUNCTION BOX
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' P`R COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
PLAN
PRECAST 4' R19;P3 RING
PRECAST M.H. L!IrrS WITH
CAST IN PLK 3TEPS O
12* OC
DOT APP°OVEI-
ZT-
NMI
8' LARGER THE 8•
LARGEST IIPE
w � FORM FLOW CHANNEL
W
I �
CONC.MH BLOCKS PRECAST MH RINGS
S cTION
STORM DRAIN MANHOLE 0ETAIL
NTS
NHOLE RING & COVER
20 LOAD RATED
T JUNCTION
3E DESIGNED
DAD.
DUCTILE IRON
PIPE.
57
DING
36' DIA OUTLET
INV. =13.75 r
BLOCKING
DIMENSIONS
PIPE SIZE
O
O
O
UP TO 10'
4'-0"
2'-6'
3'-0'
12" TO 18"
6'-0'
4'-0'
5'-0'
18" TO 24'
8'-0'
6'-0"
W-0'
�s
GRADE t
REED SOIL
BACKFlLL
SQUARE
SECTION -PLUG
PLAN - BEND 18
® MIN.
GRADE
18' NDISTURBED SOIL
_,t�D
MIN. BACKFlLL
i
PLAN - TEE SECTION - BEND TEE
CONCRETE BLOCKING DETAILS
NTS
NCDOT EROSION CO
STONE CLASS B
CROSS SECTION
MUM
i•
xli`�i Alt-0�1�. 1
��artz' -un 'i
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL. DIMENSIONS.
4' X 4' PRECAST CONC
W/ KNOCKOUT PANELS
ALL 4 SIDES
/4 STEEL ROM SGALV. OR ASPHALT
TACKWELDED AT 6 O.C. EACH WAY LAID
IN TOP OF BASIN
ATTACH SCREEN
GALV. LAG & WE
ANCHORS
/-1/2' OPNG. GAL'
ALUMINUM EXPAN
METAL SCREEN
3" I.D. INLET PIP
GROUT IN PLACE
INV. - 14.0
i
e'CRUSI
V)
V)
V
r
3
__3
__3
m
cn
V)
—
-
CAST IRON FRAME & RAVED
OTHER
VARIES FOR WOODS OR
J
J
COVER. TOP TO BE FLUSH
OTHER AREAS OUT OF
Q
Q
w
Li
WITH STREETS, WALKS OR
TRAFFIC. TOP TO BE AS
Z
RESIDENTIAL AREAS.
33��
NOTED ON PLANS ON
UNPAVED ROADS PROVIDE
0
=
a_
V)
1r(ORTAREMENT
0
Y
8"to COVER OVER LID AND
Z
Z
CL
SET LABELED CONCRET�
O
O
O
MONUMENT NEAREST R W
IL
tl
Lr_
V
N
LIMIT.
1n
Z
3
MANHOLE FRAME
W
W
W
0
LaW
CONCRETE COLLAR °
&•COVER
F.
0
1n
1n
_O
F
Q
v
24 MIN.
O
v
c
CONCRETE SPACERS FOR
p
Z
uj
MH STEP
ADJUSTMENT TO GRADE
0
CV
o
7jRENF.Rl
ADJUSTMENT MAY NOT
EXCEED 12"
o
0
0
N
N
tQ
IING6RECAST
ECCENTRIC TOP
C4
N
a
J
W
� N
48" DIAMETER STD.
PRE -CAST MANHOLE
m
o
i
MANHOLE IN ACCORDANCE
SECTIONI WALL THICKNESS
m
M
>-
WITH ASTM C 478
FOR 4" DIA BARREL
11
6" MIN. WALL THICKNESS
FOR 5" DIA. BARREL
\BITUMASTIC JOINT SEALANT
5 TYP.
AS APPROVED BY THE
ENGINEER GROUTED INSIDE
Ln
U)
AND OUT WITH APPROVED
uj
NON -SHRINKING GROUT 1 " PER
FOOT
o
4-
•
O
W
W
n-
e
a
PIPE ��
DIAMETEI
°-
'''
MINIMUM 8" STONE
°oH...—
M m
BEDDING FOUNDATION
•
°O�.)o°•
O°
o°°
°O
°C
O 00000 O O O O O O O O O O O O O O O O o o o° C
o° o°° o ° O O O o° o°° o 0
°o°o°o°o°o°o°o°o°o°o°o�
0- - o°o°o°o°o°o°o°o°
8" MIN.
RUBBER GASKET
6" EXTENDED LIP MONOLITHICALLY CAST
BASE SECTION (EXTENDED BASE NOT
REQUIRED FOR MANHOLES < 8' DEEP)
48"0 STANDARD MANHOLE
NTS
OVERFILL 6'
FOR SETTLEIl
2:1 SIDE SLOPE MAX
1 SIDE SLOPE MAX
L-3' MIN-(
STONE SECTION
TEMPORARY SILT TRAP DETAIL
To e!loT T)KIrvm w
�xt�t. Pbr�D I
4'
10'
VEGETATED SHELF
® 6:1 SLOPE -,
RIP -RAP PAD
STATE POOL
11117V ICO NTY LOOD FLOOD POOL 15.35 17.10 NCD c)ugm 121 P Rkp
----------------------------------------------- - - -
NORMAL POOL = 14.0 •�-ES I- 1111'
ELEV. = 12.33
5 )(tSY
--I I 51 1—
1=I i - 1
3 MAX
r
` CONTRACTOR SH41 PROVIDE A TEMP.
I LJ11V #57 STONE SCREEN AT OUTLET ORIFICE. STONE
SHALL BE ONE FOOT HIGHER THAN ORIFICE.
SECTION ELEVATION
DETENTION POND #4 OUTLET STRUCTURE
N.T.S.
2.75' W X 0.5'H SO. ORIFICE
ON 3 SIDES
— 15.35
g1 I 1 3l— _
FOREW
BOTTOM = 10.75 FR75
POND #4 SECTION
NTS
TOP OF BANK
19.00
CLASS B RIP RAP 60OX_MARIn FABRIC
R5
EMERGENCY SPILLWAY —POND #4
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98244
DES. JST
DATE 22 FEB. 99
i SEX�' �
19►851
T19�67R\��
v 4
R5

x _,==�NC. GRID '83
��306K 35, PAGE 373 _�:-
-
-"° ---- --- -__
- "
7
P4\\A \ 1 P4
L
DEVELOPMENT DRAINAGE PATTERN
DIRECTION SHALL DIRECT STORM
WATER TO OUTFALL DITCHES OR
STORM DRAINAGE SYSTEM IN THE
.,
I! 67 ,/
,� I - �`
� \p
�-.
r
NOTE:
WETLANDS EXIST WITHIN THE SITE
AREA AND ARE DELINEATED ON
THE PLANS. SEE LEGEND FOR
LINETYPE.
LEGEND
DISTURBED AREAS
DRAINAGE AREAS
EXIST. DITCH
PROPOSED WATERLINE --------- 8-----
PROPOSED SANITARY SEWER 8• ss
PROPOSED STORMDRAIN
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w
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d :2 ui O N
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.
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,
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2 6 __ ) 'q1y � - ---
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I ° / � p' \ 0 50 100 200 300
,
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I-- /
za.a• O
(
```
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DIRECTION OF THE DRAINAGE PATTERN 1 \%` �O
v I
,
1
Q� , � �,� ARROWS. � � 111 '�,
�J \
Q' p �1� <
11100,
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- R} _ ��y 2,�.48/ �Y4.. / \\ *,. \\ \. ' .._70.50.-..\20.59 I -__ \ \ `\ `
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--=--------
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- 10�._
//
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+ i' (/, \ \ \i - - // b 64 \ \ \ 22,50\\ 'I--;,Q�U �-1 �' / '� " I �w` \
11 / ,,.0 \ / �: ` �, DISTURBED AREA \ \ \�,`` -
5, `�: sp\ gp.l,>x�t
N it LIMITS. (TYP) \\ i ';cjcjZ / % /
\`\,/ ,I/
/ 11 \� , `4,.\\ %� YJ ! Q� 1015 1 z3 42 �3.% 1 \ \ P� 191� I I / /' ..� 11 -1 / �N< \
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1
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, I / - -_�__ - -- --- - -- 22A• •��� D GL EASE1111ENTS \1 \ - P2
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1 ; 1
111
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G' '/� c ) / \ ry'- M1 \ I 19,41 ,,7 NEW HANOVER COUNTY SITE IS NOT INCLUD� _
./ \^ `� \ � : 14.97 i I I i i ' f \ 172 , 18 a l ao.o2 IN DRAINAGE AREA TO ANY OF THE OFFICe' o `'`_ `3 / . / 13
�'\ / I - /I \ �( lI I I , ,'•5.6J `�- I ._1.1, 1, I \\ I =_\\'I ; �� I i �RARK PONDS. THEREFORE THE 2 ACRE SAE MUST _ Y 2 / � �'q�
O \/ \/O ! y���JFj/�/� j , `-- �' , ' 2z54 , I V 1 i
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DATE 22 FEB. 99
yQI400V9ll"Ann..
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LEGEND,
A
a
DRAINAGE AREAS
DRAINAGE AREAS
EXIST. DITCH
PROPOSED WATERLINE
\ -- o ,, 22 ,, , I
13 A2 1/6163
J : 16.71
7 37'
13 28 1
19.85
15,4 �6
Us
154,
40' 15�99 �� ' -- --- lilt-
"C "!�. _ - - - - - -_ - -_ 19-41 P4
39
-7 77.--- ------------7 - -, - - - - - - -7--- _j N-- - - - - --- ------- -----------
1715
if7 ----- -------7--------- ruz3-
C15.55 1575
Tn 0+00 1+00 00 -t.78 4+00 5+00
'o
14
_4 V, /T Nb� 2535 13
am IiiiiiIiiiIm sm om mm ow 5 PIN mm mm on MEN mm om ow own mmm IL4 00 1 1
--------------
19.41
- - - - - - - - - - - I - - - I - - - I - - - - - - - ---- ----
n 8 3 -7
1757
r _7�� - - - - - - - - - - - - - - - - - - - -T - - - - - - - - - - - - -
____6
- - - - - - - --- - - - - - -
/L //
>1'9 .1 - - - - - - - 133
- - - - - - - - - - -14 35 QD
'p, 4�1 , �1) p
5-
.12
13 47 4418 . 16,09 16.77 8
- - - - - - - - - - - - - - - -
_j -F 12.40 TEMP SILT FENCE
NJ It
N.C. GRID '83 cQ_1__ _�_ + 1 0 t
373 tl I co
35,-P PAGE .. . .. . .. . .. . .. .. ------ ------------------------- j:_
MAP 11.57 /,P,OND22 I
OUTLET S* CTURE
1114 1 (SEE DETAIL) TOP = 17.5 - - - - - - -
0 11� �97 aIR fI STATE FLOOD POOL 15.5
cn 'P--RAF-
360 F.E.S. VATH k I
COUNTr FLOOD POOL 16.3
_411NERGY DISSPATOR 17 72
TO. 6 NORMAL POOL = 13.5
TL --1- '10,80 (9`WX18"LX12`7D)
i ' - _ _ _ ---- _ 1 11 � v D- IiiI IIIIII
12W P-4 -------- BOTTOM 6252
C3
--- 7q
+
110 0__ EMERGENCY\ piivf-
- --- - - - - - - - 12 7 2 36� P
19.23
�c)
1 12.53 1 47 11 11,
15 Q�Z_ ELEV.=66 m d. 4)6
1427
oj F.E.S. 20 06
c�
�o Lo 4.87
13 c In lw-RAP
44- �13.52 :7-7- 17 ENERGY DISSIPATOk 14
)M_7 11.75 1218 1194, 1
III
-17.41-'" \\�\ \AA�\ \ \, �. vv\\ � \ \ \\ \\ v\ V \ \A`` \v\\\ v v v\
INV'= 13.75 241
(7AWX15"LX12*D)
l , I
•
X
-7- (,p n
-
NV.=152 )�.59\ f
x d
7.2
__7z
V)
13 2 Lu
LCI \34 00
+
X
1795
6R.
A
i4 66
6
J�
15 6 1 0 53 m a, 2082 _x
v 2086 v V -:I..
2 36'fe.S. >
.21 3 1 00 ik=14.2
_F.E�S
V"
I1NV.=15.65 1d,67
41
f,,EMP. SLT FENCE
1114,78
3P F E.S.'
F.E.
15\ HAP co
W1 RP\ -RAP
RN, 3
GY DISSIPATOR ENIER&\DISSPATOR :3i �f
WX181-X12M\) (9'WX181-XIM DAM 0'/
TEMP. STONE \,
`i1
8.
?4 0,3 v \\"* 82, �D
t-J'V, 15.0 NV.=15.5 (SEE, DETAIL) ', - I
N\
36" F.E5. - - - - - - - - \-� 15.6 xAn
z ui
-RAP� \ .\ �\ ,\g\'�\/V �I \-\` -\ �_v\ -v
WITH RIP
ENERGY DISSPATOR--� 10ND 3
13,92 (9'WX18'LX12"D)
TOP = 19:0 v 18.3(o
INV. 14.85 STATE FLOOD POOL 17.0 2176 2114 1
COUNTY FLOW POOL 17.6 1 1 LLO 7t 20.50 20.86 21,15
1 5 19.37
NORMAL POOL = 15.0 1
BOTTOM 7.50
\ 6 1
17.0 fo �3
I\1 4.77
(n Lc)
f C)
+
9L \o o
14 4� _37 2165
co\
I 1 2218 18aU
A
Il
OUTLET STRUCTURE 22.05 8.31
TT-97 /1SEE DETAIL)
17;
22.61
22.541
16. 0� 2218
1k
C)
C) `15' EMERGENCY SPILLWAY +
ELEV. 1825
/l<
8
P3
122.77
1 23.35 1
6 1 1 2285
22156 1 1 1 2972.9
2.9
cvi I
6 u X
0 *1" 17 74
22136 >
ux
ET
flit,
21.48
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
___f_ - - 22.27 .3
4- -
1 EXIET. 10
�o
�N
m ry /.- 11111
(714 587 � p 11 1
i . -
JIM
() b6 - -- - - - - - - - - - - - - - -- - - - - . 2 .2 8 5
Amm-A I. AMIL- AmmmL JNPL-nm- Am- AMM-Mmo-
rI
o
mm! AML r;
r mm
74'- " - r19 - - -- - -
cc L 77
191779
- -------- ------
Z - - - - - - - - - - - - - - - - - - - - - - - - =-7 r
- - - - - - - - - LCL-
- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - I - -
A I If 1"r A
I's
L
yl/
- -
- -
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------------------------------------ - - - - - - - - - - - - - - - - - - - --?
-
7
Z 74-
322
- - - - - - - - --- - - - - - - - - - - - - - - --- - - -
LJ
0 u,
0
IAII ZA" W, '5-Mf FM
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rA IN
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J�J�11
P11 / 2127
4, 94'RCP
21.62
C>
vORB INLET CURB INLET
99 I I TOP = 19.09,"-, TOP = 19.09 21 5
INV. = 16.00 "NY. = 16.20
20 56
20,28 ,2132
19.69 20.75 2
I F,
CD A' 1 r12
+ 21.04
CD
2128
2134
2 132
214
21 16 20 76 21. 2107
1P2
30-RCP
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90
r r�
2 30 0 W
pmm, PM mm 4"M. v
2119
LJ 217,80
II i 0
12C 6')
0
0
0
PROPOSED
NEW HANOVER COUN
0 SITE
0
,87
112 0 S. F.
if
7 2.60
U f- (DO
r), 4 1 19,47 20 19
18,4
18"RCP,
_rMN I um
+
EL5
1 x F[­_ <� / 900
Lo
4 M.E
4
E.1-7 11
CL M_
FILL EXIST. DIT 30'
_r )RAINAGE
fikRELOC rl�
n
.2
, 98-"-RCI
1 t 46_)__.0 2'
21780
LC)l
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7 F77-
7(9
. . . ......... .. .
- - - - - - - - - - - - - -- - - -
- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - - - - - - - - - -
APPROVED
APPROVED NORTH CAROLINA ENVE20NMENTAL
NORTH CAROLINA ENVIRONMENTAL MANAGE". CO'2i'1321014
MA1'1AG_:,',:2NT COMMISSION DIVISION 'Q'F WATER QUALITY
DiVISIOW OF WATERQUALIJY
Date Dee jo(,� (coq AV)--
Stormwater pono Stormwater Pend w ? CPO
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DATE 22 FEB. 99
,64FWA CAP("i
to = 5v'
SCALE: 1
I � 09
0 25 50 100 150
C2
3 OF 13

LEGEND
DRAINAGE AREAS - - - -
DRAINAGE AREAS
EXIST. DITCH
PROPOSED WATERLINE - - - -
PROPOSED SANITARY SEWER -8• ss-
PROPOSED STORMDRAIN
TEMP. SILT FENCE
WETLANDS
FIRE HYDRANT
N.C. GRID '83
MAP BOOK 35, PAGE 373
i��
� 1 A
18.621 L� .
I
WITH RIP -RAP
11 � / / • r ", -� /
ENERGY DISSIPATOR
21.15 I / (12'W`4'LX12'))
20.46 I `. ` I4.0
18.
A OUTLET STRUCTURE/
' (SEE DETAN_) ^
V�/
2268
p
\23,53 \� 7136
21.21� / 2 72 / ,' =r_ �\\ I /30' F.E.S.
/ INV. = 14.5 ,
\ %/ / P/ 5 / /i //� i
/ 1 �4 r 2149
21.87 / a /
o ch'n / �// . / TEMP. SILT FEt�ICE `
�A o �� oiU3 /F-ctiQ // � I ' �
\ \ � 21 85 - II I}/ / / P2 ` 93 / .'�� WITH RNA -RAP P2
I
\` p � a II / // 1 9 / 17.71 r �5, \ /'- ENERGY DISSIPATOR I
\ \ U,I-1 o / 6.61---- / (7.5'WX15'LX12'D)
221 v ' ter' �- 1682 , INV. 14.3
' /
\ / Al
23.2Y\ / 19 46//
EL
EMERGENCY \ / / '/
p \ \ o \ ` 19 6a/ 44, / 16 C 8 LWAYV.18.0 i
2272 ad�Qo dl.A h �� � � / j� / I I ' �� i i
IIoxL0 W I \� POND 2
I�ox�\ -
} y \ + 17 - 16.28 I i �� TOP = 19.0
LLl X: � p o 1
_ � � � u \ ,� 61 / • �� m �5 1 � / I STATE ROOD POOL = 16.5 1
N z c \ i ; / �� V I I COUNTY FLOOD POOL = 17.6 1,
�\
r 3 w ,.. � � � c.l , � � \ � I NORMAL POOL = 14.3 �
- - - - - - -' 1616 ' BOTTOM = 6.8Lo
\\
^
i 4 L�
-..-..-..-. �./.-... - O o WII
+
20.81 • � �
21.14 2211A
21.75 22.84
- - - - T6.iy 2 i 15.61 / 16.59 //
2205 / i • / �9 21.53
2 3
- - -� 42' F.E.Q. I
// r17i11 1 \ 51 \ / 14.96 / WITH RI' -RAP
I
2.76 _ \ V' P,�' 21.20 63 �-- --J ENERGY DISSIPATOR
I (14'WX2TLX12 D)
4 �. �/ 1
�� / w 15 N\A / 14.96 /I / 0 . 8 I /'/AC I i I �iV. = 1�i.3 21 33 216922.4d I 21.30 j 22.84
/ �4 98 XGL 1 O ,/ / 20.78 1g)
�� Owo
X>MII
cm qnLuII
1
11/Q�' xu=1�' 1 / I' II
x� QQ / I / 21-11 ( p� 22.56
/ i GCS r+N m b II j' 11 7 l ' // 21.32 21 64 21 84 II
IU4&>-`v- �3c� 11I 1 I1 20.55 �2
�/ F- 1 I �/ � I 11 .28 �
LL.zVk"
( 1
/ 18.41/ co
I 9. 31 1 I I I ® 21.36
I m I I 30' c'
20.18 CURB MET DRAINAGE 2156 21.73 21.94 23.0g 22.51
\ /'414.92 I !� I p ` �ToPfSK�N TOP = 2029 I I 6 ACCESS 5' DIA. t" ,1 MH `\
15,46 � 2 , 24 )v NV. = 14.95 I E3►til�. TOP=20.9 � - \�
i 19 `-� � 42 RCP Vx/.=14.92 a \
P4 �; - - - I ------_------' o
----------1---------- -\ 2+1r -- '" \ CA ��.
-- --
�' 1715 I L -- -- -- - \ "N N
i r 22.33 �
\ a 2212 8 \ `� ` S¢ ���ti/ �29",
' 5+00 � 6 � +50 I P 7 0 � 8+00 U 9+ 10+00 10+42.17 L]]
II I 1 1 �\ N 21,27 �- - 11+ 0
14 88 \ /
_ 1
�... .- .-.-_- _-•-•-- __ -- 36'RCP\ 11+74.23
- Q
p 21.62 _ _ 2-
1 \ I ( �- 2 A-2-¢- \ . 22,20
r MET CURB MET CURB INLET
2218 '� \ ;� 13+00 13+74i
18 5� 1 I R 99 I TqP = 19.0920 48 TOP = 19.09 21.65 - 22 T 22.35 �27. 22 T7
INS/. = 16.00 N+IV. = 1620 � - 15.05
� ' N 13+11.6
1 CURB INLET
20 56 TOP_ 20.69
"W 16.15 `c 27 0l 70 /
I 2 20.2.8 �21 32 2215 SDMI•'I I N 2 27 N ��
r I 1 2234 TOP = 20.69 22
5 INV. = 16.5 I 24" F.E.S. �
9 69 I 20.75 \ 2129 22.13 22 43 22.60 I 2� 34 I �y = 16.70`
C) P2 I 4 1
� AXAGE
cco 0 I � _ 1 - I I 21 04 I I EASEMENT
EMENT �
LU co _ 21.28 1
_ _ I
-ill 115 � - _-- 21.34 227, I 2261
P2
21.32 22.19 22.21 II I I
I I I
I 21.41
I I
I I I �4 21.16 20.76 21.1 21.07 I
2-'15, , P2
- \ I I I 1233
- - - - -�- - I 30'RCP I 2183 I - 22 41
\ b• 22.31 22-82
3 � II I I
p
2119 I
cak
--��-yl P1 I,
2051 P2 i--r----I- - - - - - - - - - -
�N I I m II p 22.57
i n /
wU� I I I� 21 S 0 5 23 0 0 W 2232 22.53 /
LL �II I •,I � I .
1 0 �� 20 3 20.70 20.95 21.19 mm - •-- pa - - - - -
c.� LLJ I
_ _ _ I I / 2195
LJ -- 217.80
1}67 I I I I `\ O `- I / 7 / 2193
I, ^ I 120 �5' _ I g /
v 11
w 2�6
�LO� , I t r I II
� � I 0PRDPOSED
17.5
oz
\vim I / I /
\ I I 2041 --�
I , ! 120�39 1972 2025 NEW HMiOVER COUNTY / PPESENL
19.37 I I ( 1 1 = ` / / 22 36 21.9 2216
o "---,.LIBR4PY SITE ,/NEW HA OVEP COUNTY/ �
LIBRAPY SITE /
(TO BE ABANDONED)
/
2�19
21 215
SCALE: 1" 50'
0 25 50 100 150
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DES. JST
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DATE 22 FEB. 99
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4 OF 13

10,
VEGETATED SHELF
0 61 SLOPE �
RP -RAP PAD
STATE FLOOD POOL = 15.5 (NCDOT)
COUNTY FLOOD POOL = 16.3
NORMAL POOL = 13.5
ELEV. = 11.83
1 33
BOTTOM 6.25 _
36' OiA OUTLET
NV. = 13.5 r
I 1
2 MAX FOREBAY
2 BOTTOM = 8.5
POND #1 SECTION
NTS
NOTE
1 BASIN, FRAME AND CRATE MAY
VARY N NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC. i
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR (GALV. OR ASPHALT
TACKWELDED AT 6' O.C. EACH WAY LAD
IN TOP OF BASIN
4'
c
(bNTF_AcTtle- �_ ►LL �I>� A T��,-, t s67 ��
t'LHIV '��li�i p11 Ti _T I�� i� � `v`�T-
a�
C)Ra r-( .
TOP 163
TOP OF BANK
17.5
10,
VEGETATED SHELF
0 6:1 SLOPE -�
1=
RIP -RAP PAD
-qr
STATE FLOOD POOL = 16.5
(NCDOT)
1
COUNTY FLOOD POOL = 17.6
3
- -
NORMAL POOL = 14.3
-
ELEV. = 12.63
61
BOTTOM 6.8 - I I=1 �'-
10'
-III-III-I I I.I j l l MAX
FOREBAY
BOTTOM = 10.3
POND #2
SECTION
ATTACH SCREEN WI
GALV. LAG 6 WEDGE �' s v <>x
ANCHORS
3'WX.47H SO ORIFICE
ON 2 SIDES
-15.5
-V2' OPNG GALV
45' DIA. OUTLET
ALUMINUM EXPANDS r K hs * Y < NV. = 14.3METAL SCREEN rti w <
INLET 135 I
2" LD. INLET PPE
GROUT IN PLACE
INV. = 13.5
CRU%-
SECTION ELEVATION
DETENTION POND #1 OUTLET STRUCTURE
KTS.
CLASS B RP RAP 60OX MARIR FABRIC
EMERGENCY SPILLWAY -POND #1
h�
POND #1 DIMENSIONS o NORMAL POOL
v�
0
NOTE
1 BASIN, FRAME AND GRATE MAY
VARY N NONESSENTIAL DMENSIONS.
5' X 5' PRECAST CONC. BAST
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR (GALV. OR ASPHALT COA
TACKWELDED AT 6' O.C. EACH WAY LAD
N TOP OF BASIN
5
in
r1 Hlv 7
OP F, J tJ l
TOP 17.6
la
VEGETATED SHELF
TOP OF BANK 0 6:1 SLOPE
I �-
�' STATE FLOOD POOL = 17.0
j= I 1 COUNTY FLOOD POOL = 17.6
3
NORMAL POOL = 15.0
ELEV. = 13.33
10'
VEGETATED SHELF
TOP OF BANK o 6:1 SLOPE
19.0
RIP -RAP PAD
(NCDOT) = P
1
- - - - - - - - - - - - - - - - - - I
3
BOTTOM 7.5
-II I III -I i I -III 1-1 I I 1 FOREBAY
2 MAX BOTTOM = 10.0
POND #3 SECTION
N75
ATTACH SCREEN WI
GALV. LAG 6 WEDGE A * ,
ANCHORS tit k y y .. `N 2 75 WX0 5H SQ. ORFICE
ON 3 SIDES
2' OPNC GALV.
ALUMINUM EXPANDED
METAL SCREEN
3 "ID. INLET PPE ,. < .� > � INLET 14.3
GROUT N PLACE
NV. = 14.3
CRUSE
SECTION ELEVATION
DETENTION POND #2 OUTLET STRUCTURE
N.T.S.
CLASS B RP RAP 60OX MARIR FABRIC
EMERGENCY SPILLWAY -POND #2
8.5 7r 71' Est'
POND #2 DIMENSIONS o NORMAL POOL
43R
26V
36' DIA OUTLET
W. = 15.0 r
i
M
POND #3 DIMENSIONS o NORNAL POOL
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY N NONESSENTIAL DIMENSIONS.
4 X 4' PRECAST CONC. BASI
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR (CAW. OR ASPHALT COA
TACKWELDED AT 6' O.C. EACH WAY LAD
N TOP OF BASIN
4'
tr
rt_Hly N6T�: CC>NTK�tGra�. ►�►(1_, rnc�v(o�
AT 0LAJ_LaT-
Ll ©NET HIFn- Tt1AN CfaC%
TOP 17.6
STATE FLOOD POOL = 16.2
COUNTY FLOOD POOL = 17.5 -
NORMAL POOL = 14.0
ELEV. = 12.33
RIP -RAP PAD
(NCDOT) _ 7
-rml� 1
= 3
T
I
11�= -
I^I
-I I' 3 3
BOTTOM 6.5
=1 I=TTT=1 R FOREBAY
2 MAX BOTTOM = 11.0
ATTACH SCREEN
- -
--
GALV. LAG 6 WEDCE
Y4
ON 3 SDES
/-V2' OPNC. CA .
)C Ks
x r r[X
kk
> xi1
v
-17.0
ALUMINUM EXPANDED
>4i`M1;
48 DA OUTLET
METAL SCREEN>"<
2" ID. INLET PPE
Y
,< .5 < .<..
7
INLET 15.0
GROUT N PLACE
NV. 15.0
CRUSE
SECTION ELEVATION
DETENTION POND #3 OUTLET STRUCTURE
N.T.S.
CLASS B RP RAP 60OX MARIR FABRIC
EMERGENCY SPILLWAY -POND #3
119
TOP OF BANK
19.0
y
ND #4 SECTION
O
U
5'
NOTE
1. BASIN, FRAME AND CRA MAY
VARY N NONESSENTIAL ENSIGNS.
I-
5' X 5' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
LLJ
ALL 4 SIDES
U
O
(J-)
z
0T 6N��r� A',�'�
#4 STEEL REBAR (GALV. OR ASPHALT tUA
TACKWELDED AT 6' o c. EACH WAY LA O
N TOP OF BASN
PLAN I, TF_-M '� � s%N F_ 5czf- g-, q
..
Ar
�WF� ��� �r •tilGrl>;274IAN
I-
O
or
W
A-
SCREEN IT# -�
GALV. LAG B W
TOP 17.5
QATTACH
�
/ h
��
t` >k
.
3.25X0.6T SQ. ORIFICE
,-V2' OPNG CALV.,
ALUMINUM EXPANDED
rJ
r ;.
ON3S
-16.2
Q
I ,
Ll-
METAL SCREEN
¢'`LD. NLET PFE
; ` "
INLET 14.0
GROUT NCE
NV. w.Y,x
,
O
V /
L j
S CRUSHED STONE.
SECTION
ELEVATION
EM GENCY SPILLWAY -POND #4
1Q0.
v 16T 41
*- 415' - JL 209.5' ��
POND #4 DIMENSIONS o NORMAL POOL
�t24 5 r
,rs
IIIIIIIIIIIIIIIIIII)
III III II
I
I
I
98244
DES. JST
CK. JST
DRWN. N M K
DATE 22 FEB. 99
p@rp
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0 Q
7� S.
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6OF13

N.C. GRID ' a3 MAP BOOK 35, PAGE 373
206
I
I
20a 1972
WEI
1 20 02
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R 1 s 5 BEGIN SLOPE CURB E GUTTER
18.36 I j AT R/W. (SEE DETAL), — / / BOOK 1502 PAGE 690
� }� 6 I F
1�4 ��y J12
_ = z M.B. 31, PG. 95
�v 17,
41 I w rn \ �v
G� C �O - -
ES 1►
FILL EXIST. DITCH DRAINAGE \ �5 33.
OfAlE
Ir2' 12' 2 ' z / TIE INTO EXIST. Nl-o�7o
�\ _C / R2 DITCH o GRADE8�a
♦. -..-..-.�-..-..-..-..--11----—— (SEE DETA'J2 � EXIST. j I t,m 5 3 4 6. 2' r „ » �� ��, �xisT ��� , ss i 2
100' FULL TQRE-LANE 24• TOp �- - _ _� 200' FULL TURN LANE u' �- - - 2' TAPER - 1685 --
Z— .. _... — — ' • g — .. — .. �.. �TO� a— 40'R 2 �cP.. 3a �...� .. — .. — . — .. _. — .. , — .. — .. .. — — �. — . _ f STONE CHECK — —--°,�5h 32 �q
1 - rn. M '5 DAM `-h
J------—�3-----22 --- --- - �— - - - —-- — - —--— — -— --- - —
7 7- 2 �? 9 ao6EP
---------------- < y---------------- - - -- --
--�EJ-�--- .�4 =- - ---._ --- ----- -- - - ------ --- -- --- — ��4_---_ - - _-------------- --- --- --- -- ---- -
- O 9 9,
U--------=� �-------- 'jam=,�(SR1409A1001 /W-Z I so '7o
-- ---- - ------------_---_ = ----------------- --------EP -----
wy
220' FULL TURN LANE7
100' C33ER Q
REMOVE EXIST. 180 & 24' RCP "'A„
R2
/ 116.15
J !U
I L
I
\ :` �_ ` r.`
}'`
TIE INTO EXIST.
o
s '
_
1
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` .
"'rf
DITCH o GRADE
I
Q
(17.68
L — —
(SEE DETAIL)
'
�17.88
7
_�°� -----
�'
°
1&0' DEPARTURE LANE
--,�-- —
-- -- -- — �----
6 y
18_83 - _ _
_
�U �O
\�. ��
1� 1
-- 17 Z9 - STONE —. 18.63 .- -- -- -_ - .� -
2 - °-.,-..-..-.�-..�!
. y� - -_. _t.. -_. - .. - 19x38 ~ -
- -
- - 19
- e
ii -.."..
�9 6L
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DAM
_
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1
__aV. "2 2'
7v 212�$ - - - - - -
- - - - - - - - - -
- - - - - - - 4-
- -
- - Lq - - - -
- - - -
J
---------------------
--------------------------
o4
- -----------------------------------
---------- - - - - - - - - - - -----------------------------------
- - -- - - --
-- - -
- -
- --
�o
---------------- -
- - - - - - - - - - - - - - - -
--
-12-P------------------
------ - - --- - - - - --
V
W
lO
330' APPROACH LANE
220' TAPER
Q
1
j
R2
R2 »B»
12"
•4.
�. • 4
4 i
TYPICAL CONC. SLOPE CURB GUTTER
ti0.
RICHT- WAY 100
RICHT-OF-WAY
I
I
I i
4' 4' Y2 6' 6' 12 T12 4 4
4 4 6 6 12 IANE 4 4
SLOPE29 2% SL 12% SLOPE2% SLO ( PT 1
EXIST. 4— EXST. EXIST. � EXIST.
J 6 77"4
T. 1 L_ j 1 6' L_1 4 HIT 1-2 ON NG 4 1 1 WDIRNG
2 MAX 5-VT TYPE FB BASE 2 MAX. 4 �— 1-V2 12 8 VARES 4 MA 1
2 MAX. 5-1/2' TYPE HB BASE 2 MAX.
SECTION "A -A" SECTION "B-B"
N.T.S. N.T.S.
NOTE:
I
1. REQUIRED MATERIALS & MINIMUM DIMENSIONS
WERE VERIFIED BY THE NCDOT DISTRICT
ENGINEERS OFFICE.
2. SURVEY INFORMATION BY ARNOLD CARSON,
R.L.S. AND PROVIDED BY OWNER.
3. CONTRACTOR WILL PROVIDE THE PAVEMENT MARKINGS
AFTER ROADWAY WIDENING IS COMPLETED.
4. PAVEMENT MARKINGS SHALL CONFORM TO NCDOT
STANDARDS.
5. NO ENCUMBRANCE WITHIN PUBLIC R/W.
6. ALL ROADS SHALL BE BUILT TO NCDOT STANDARDS
AND DEDICATED PUBLIC UPON COMPLETION.
7. ALL DEVELOPEMENTS ALONG THE EAST SIDE OF
MILITARY CUT OFF ROAD SHALL HAVE SHARED
DRIVES BETWEEN THE TWO PROPERTIES.
8. THE EXISTING ROAD WITHIN THE WIDENING AREA
SHALL RECEIVE 1/2 99 SAND/ASPHALT OVERLAY
PRIOR TO NEW PAVEMENT MARKINGS.
SCALE: 1" = 50f
�C
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3:
98244
DES. J ST
CKD: JST
DRWN: NMK
DATE: 22 FEB. 99
eo�_c
C 6
7 OF 13
N.T.S.
0 25 50 100 150

60' R.O.W.
PERMANENT GRASSING DETAIL
TEMPORARY GRASSING DETAIL
SITE WORK NOTES:
SLOPE
6p 6' 36' 6' 6'
P
MAx /2" PER 1/4° PER FT. 2" I-2
� 8" ABC STONE 6',
-- SS MANHOLE
6 O WATERLINE --'�
TYPICAL STREET CROSS-SECTION
N.T.S.
II -III -III- COMPACTED SUBGRADE
=1 i I -III -I
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ROAD PAVEMENT SECTION
N.T.S.
/ \R/W
55'R
I I
ASPHALTPAVEMENT ;
\ 1 /
0� I
I 1 1
I I
I I' I
3 ,
1 1
I I I
I 1
I 1
I
� I I
I I 1
I I I
45'
2% SLOPE (MIN)
I
2" 1-2 ON 8" ABC STONE -
COMPACTED SUBGRADE
CUL-DE-SAC
N.T.S.
I'
1/4" WIRE MESH
- 5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
12"
12'
SLOPE
.. '.
• 4
d
TYPICAL CONC. SLOPE CURB & GUTTER
N.T.S.
•
ui7
ujw
SEDIMENT CONTROL
3
STONE 1'-6°
2'
NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE 5 OR #57 AND
SHALL BE AID FOR AT THE
SECTION A -A
CONTRACT UNIT PRICE PER
TON "SEDIMENT CONTROL
STONE."
MULTI
-DIRECTIONAL FLOW
2. WIRE MESH SHALL BE
INLET
PROTECTION
MIIN.DAND ESHALL RAVELL /4"
MESH OPENINGS.
NTS
3 lNM-11
L 1I II Ir-1 1 �T N
S� OPui
SLAP_ -i_3� -III-I 1- Q
>
SEE PLAT
ORIENTA
TYPICAL GRASS DITCH
PLAN
CASTING
NOTE: USE STANDARD 2' DIA.
MANHOLE FRAME AND COVER.
ELEV. VARIES
� I
PRECAST SI E
OR 6" VA IE 6-
BRICK MASONR VI
FLOW >
4°
3000 PSI CONC.
.a
SECTION
UNCTION BOX DETAIL
77
C(
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
H-20 LOAD RATED.
0
CONC. COLLAR- l
1
1- . 0.
ASPHALT PAVEMENT
\
ELEV. VARIES
PRECAST
PI
SI
6" V
6"
BRICKO MASONR
,n
W
FLOW
--
Lo
3000 PSI CONC.
NOTE: PRECAST BOX
SHALL BE HEAW DUTY
DESIGNED FOR H-20
LOADING.
SECTION
DROP
NTS
INLET
DETAIL
SEEDING MIXTURE
SPECIES 1 RATE (LB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT.1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE(GRAIN)
SEEDINC, DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. ?0 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000
5,000 LB/ACRE GROUND AGRICI_IL TURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS)
AND 1.000 LB/ACRE 10-10-10 ' ERTILIZER.
MULCH
APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING, OR BY CRIMPING
WITH A. MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLI' ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
ACCORDING TO SOIL TEST OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW
AS NEEDED WHEN SERICEA IS 00ITTED FROM THE MIXTURE RESEED, FERTILIZE
AND MULCH DAMAGED AREAS IMMEDIATELY.
II
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NOTES:
1. FENCE FABRIC SHALL M. A MIN. OF 32' IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR :ROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC HALL BE FASTENED
ADEQUATELY TO THE 'A,WE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0° IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4 WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3"
TO 4' IN DIAMETER. N!RE FABRIC SHALL BE FASTENED
TO WOODEN POST WI'H NOT LESS THAN #9 WIRE STAPLE
1 1/2" LONG
TEMPORARY SILT FENCE
NCDOT CLASS A OR B
EROSION CONTROL
STONE \
4" TO 6" #57 -
STONE ON UPSTREAM
FACE
FILTER
FABRIC -
SECTION A -A
STONE CHECK DAM
NTS
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
(* SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED 8ED AND COVER SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE
FERTILIZER 10-10-1.0 - 1000 LBS/ACRE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT o 400 GAL/ACRE OR
EMULSIFIED ASPHALT o 400 GAL/ACRE
SEEDING SCHEDULE
DATE PRODUCT RATE
AUG 15 - DEC 30 RYE (GRAIN) 120 LBS/ACRE
DEC 30 - APR 15 RYE (GRAIN) 120 LBS/ACRE
KOBE LL SPEDZA 90 LBS/ACRE
(SCARIFI D)
COMMON BERMUDA 50 LBS/ACRE
GRASS (HULLED)
APR 15 - AUG 15 COMMON BERMUDA 50 LBS/ACRE
GRASS (HULLED)
GERMAN MILLET 40 LBS/ACRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
c v nnr n,
)NTROL
_ "A"
TONE SHALL NOT
OCK OR IMPEDE
PE FLOW
IG
SECTION A A M5RkFI60OX FILTER FABRIC
00 APPROVED EQUAL
NOTE ALTER FAMC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
CONSTRUCTION CONDITIONS.
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL
AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF
CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND
ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN
SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM
SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM
OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO RECEIVE FILL
SHOULD BE PROOF ROLLED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO COMPACT
THE TOP 8° TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY
AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A
CLEAN SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED
8' AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8° AND COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL SILL IS TO BE PLACED, THE UPPER
12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
THE REQUIRED DENSITY, EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM
MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR
ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS
WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING
UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY ARNOLD CARSON,
R.L.S., AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR
DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAYMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT
STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING
CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
16. ALL AREAS SHALL. BE GRADED FOR POSITIVE DRAINAGE.
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY.
PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
19. REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER CASKETED JOINT OR "RAM
NECK' INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON -BLEEDING.
21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL.
22 ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE, 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,
23. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS
COMPLETED.
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN ON THIS
PLAN ARE NOT EFFECTIVE.
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON
THEREAFTER AS POSSIBLE. 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,
26. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE
PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE
INLETS AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS, WHEN THE CONTRIBUTING
DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY
UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP
INLETS
27. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
28. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE
CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS MAY REQUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
29. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0
FT. BELOW THE TOP OF THE RISED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
30. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5
FT. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN
A BARRIER.
31. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE ACCUMULATED SILT
AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. ef- 6.,"r4 F iT
o' Au. AWum"-ran 15%L;r AT- -r+HG rev c)i;; -Nr -pEw-r.
32. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT.
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DES. JST
cKD. JST
DRWN. N M K
DATE 22 FEB. 99
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8 OF 13

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COMBINATIONIN
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BENDS AS REQ'D
NIPPLE
PER COUNTY
MAIN
ANGLE REQUIREMENTS
AS REQ'D
TYPICAL NEAR
SIDE
_WER
SERVICE
DETAIL
NTS
2-2 1/2' HOSE NOZZLES
NSFT THREADS
4 1/2" PUMPED CONNECTION
FACE TO CENTER LINE
OF STREET
WORD "WATER' ON
C.I. VALVE BO a
>
I
GATE VALVE MIN. SIZE:6' r
TURN RIGHT TO OPEN °C
m
8X6 TEE 6"
NOTE:
1-SEE ASSEMBLY DETAIL
THIS SHEET FOR
JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
KENNEDY GUARDIAN OR APPROVED
EQUAL.
GUIDELINES FOR
STANDARD HYDRANT
FINIIS QED GRADE
MANHOLE CONSTRUCTION
SIMILAR TO STANDARD
MANHOLE
NEW OR EXIST.
CULVERT
3000 PSI CONC.
FOOTING
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VARIABLE SLOPE
1.5% MINIMUM SADDLE
NIPPLE PER COUNTY _MAN
REQUIREMENTS COMBINATION
TYPICAL FAR SIDE
SEWER SERVICE DETAIL
NTS
HYDRANT TO
HAVE BREAK
SECTION OR
REMOVABLE
BARREL
BURY LINE FLUSH WITH
FINISH GRADE
CONCRETE PAD
15" X 15" X 6"
NEW OR E IST. C.I.
SEWER -IN VARIES
INTERFERENCE MANHOLE
TREATED
LANDSCAPE
TIMBER
0
ROAD
C.I. BOX
6 COVER
MAX. 45
LONG SWEEP
AS REQ'D TO REACH
OPTIMUM DEPTH
STAN+ILESS STEK RODS FULL " P/ E 18/NT
6
L--HYDPA,VT LUGS "TIE BOL TS RETAINER
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PFE
/DINT RESTRAINT
)IORANT TO MAAV TEE
3/4' TIE SOL TS
GUIDELINE. FOR HYDRANT
NTS
PIPE ZONE PIPE ZONE
O.D. 6" 6' O.D. 6"
MIN. MIN, MIN. MIN.
W 1
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, TINT RESTRAINT
NTS
FINAL BACKFILL FINAL BACKFILL PIPE SIZE AS
INDICATED
PIPE SIZE AS ON THE PLANS
INDICATED 3' MIN. 3" MIN.
ON THE PLAN O CLASS 1, 2 OR 3
O.D. O
O.D.
6" MIN. CLASS 1 OR 2
INITIAL BACKFILL =_III = ,;:=,T;:,.. 6' MIN.
CLASS 1 I I=III=III=III=III= 11=III=111=III=111_ —-
=1 I� IE 11=l
STABLE STABLE
FOUNDATION FOUNDATION
PVC PIPE MATERIAL DUCTILE SON PIPE MATERIAL
PIPE BEDDING DETAILS
1D4l BUM R
SEALANT IN JOII
20 LF CAST IRON
CENTERED UNDER
WATER
WATER SANITARY SEWER INTERSECTION
N.T.S
0
TO MAIN
0
SECTION
TYP. PRECAST JUNCTION BOX
MANHOLE RING
AND COVER
. I c
ECCENTRIC CONE III G
4 ♦
d,
a
RUBBER GASKET
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PIPE 1" PER FILL WITH CLASS
1'-0" DIAMETER FOOT "B" CONCRETE
MIN.
(TYP.) ° . -A
♦ a 3/4 D
t • • °♦ d
• ♦ °•
THICKNESS OF 4
PIPE BARREL t •� 1'-0 MIN
dN .. _ - " .Ga
SECTIOlkI
#4 BARS o 12' E.W.
DOGHOUSE MANHOLE
NTS
NHOLE RING & COVER
20 LOAD RATED
ST JUNCTION
BE DESIGNED
_OAD.
)' DUCTILE IRON
5 PIPE.
57
)DING
STD. Mx RING 6 COVER
MN W9CH7S:
RRAME 208 LBS.
COVEZ 120 LBS.
3/4' CEMENT
MORTAR SEAL_
RR STEPS •
T-O" OC
CONC. Mx
BLOCK
NOTE
I CONTRACTOR NAY USE BRICK WITH NAX. CORBEL T PER COURSE
2, CONTRACTOR 111Y USE ECCENTRIC MR LMT
;FLAN
I
kKER I HAN THE
IwARCEST PIPE
.FW1 R- CHANNEL
m i
PRECAST 4' MR RING
PRECAST MH LNITS WITH
CAST N PLACE STEPS o TZ OC
COT APPROVED
CONCW P!.XKS I, PRECAST MH RNCS
SECTION
STORM 77AIN MANHOLE DETAIL
NTS
BLOCKM
DIMENSIONS
PIPE SIZE
OA
�B
OC
UP TO 10"
4'-0"
2'-6"
T-O"
12' TO 18"
6'-0'
4'-0'
5'-0'
18' TO 24'
8'-0'
6'-0'
6'-0'
® k GRADE
BACKFILL - ED SOIL
0311
r SQUARE
SECTION - PLUG
PLAN - BEND
® MN.
CRADE
18' ISD TUBBED SOIL
MN. BACKFILL
PLAN - TEE SECTION - BEND 6 TEE
CONCRETE BLOCKING DETAILS
NTS
PLAN
"o o
1
SECTION Y-Y
e"
m
VIEW WHEN 8" X 6' CURB
IS USED IN PUCE OF HOOD
DESIGN
SETTLED
TOP
CAST IRON FRAME & PAVED OTHER VARIES FOR WOODS OR
COVER, TOP TO BE FLUSH OTHER AREAS OUT OF
WITH STREETS, WALKS OR TRAFFIC. TOP TO BE AS
RESIDENTIAL AREAS. ----\
NOTED ON PLANS ON
3 8" CEMENT UNPAVED ROADS PROVIDE
MORTAR 8" COVER OVER LID AND
7
SET LABELED CONCRETv
MONUMENT NEAREST R W
LIMIT.
MANHOLE FRAME
CONCRETE COLLAR 4 &.COVER a
4 MIN.
U °
CONCRETE SPACERS
a ADJUSTMENT TO GRADEOR
MH STEP
ADJUSTMENT MAY NOT
w o �° EXCEED 12"
c7 U
a REINFORCING
L' PRECAST ECCENTRIC TOP
W
48" DIAMETER STD. PRE -CAST MANHOLE
MANHOLE IN ACCORDANCE A SECTIONS
a 5" MIN. WALL THICKNESS
z _ o � WITH ASTM C 4 FOR 4" DIA. BARREL
o FMIN. WALL
BARREL
LNESS
OR 5"' DIA
BITUMASTIC JOINT SEALANT
_5' TYP. AS APPROVED BY THE
ENGINEER GROUTED INSIDE Fr
V) AND OUT WITH APPROVED
NON -SHRINKING GROUT 1" PER
or FOOT
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PIPE �a a
DIAMETER M MINIMUM 8" STONE
"-,.P.0;0. 00000c BEDDING FOUNDATION
- C
0 0 0 0 0 0 0 0 0-0-0-0-0-0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C
�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
JO 0 0 O O O O O O O O Q O O O O O O O O O O C
_O O_O_O O_O_O_O_O_O_O_O_ _O_O_O_O_O_O_O_O_O_O_p�
RUBBER GASKET
8" MIN.
6" EXTENDED LIP MONOLITHICALLY CAST
BASE SECTION (EXTENDED BASE NOT
REQUIRED FOR MANHOLES < 8' DEEP)
48 "0 STANDARD MANHOLE
NTS
1 FT THICK LAYER OF 5' MIN.
NCDOT # 57 STONE
x
SEE TABLE FOR z
STORAGE AREA �n
` ( sr-
NCDCT EROSION CONTROL '
STONE CUSS B FILTEr =a5P;0
CROSS SECTION
/ FOR SETT_.'rL`;
- — i WEIR LENGTH
., 4' MIN - i-
21 SIDE SLOPE MAX
FILTER FABRIC ' -' � _-
1:1 SIDE SLOPE MAX
�3' MIN
STONE SECTION
TEMPOF',A�Y SILT TRAP DETAIL
EE ST N0. 640.0�
1' 0'
GENERAL NOTES:
_ - - CUSS "B" CONCRETE TO BE USED IHR000110UT.
- ALL CATCH BASINS OVER 0'-6" IN DEPTH TO BE PROVIDED WITH STEPS C-2"
B ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. NO. 040.66.
6" - B" OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR N4 BAR DOWELS At
12" CENTERS AS DIRECTED BY THE ENGINEER.
i
F T AB
SECTION X-X
END ELEVATION
WHERE 30" TO 36" PIPE IS USED
SECTION J-J
PLAN
FORl19 ME TO BE USED FOR THE CONSTRUCTION 0 HE 80170M SL
IF REINFORCED CONC" EYE PIPE 1S SET IN BASE SLAB OR BOX, A10 BASE
AS 61 K" ON STD. NO. 840.00.ADDUSE TY►E "E "F" AND '0" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. CVER
6'.0" TO 16'.0" IN HE➢OHT USE 8" WALLS AND BOTTOM SLAB. QUANTITIES
TO BE ADJUSTED ACCORDINGLY.
. am un un RA STEPS - STD. NO. 840.66
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1 m
L
PLAN
STANDARD CONCRETE CATCH BASIN
12" THRU 54" PIPE
STATE; OF NORTH CAItOIANA
DIVISION OF HIGHNVA7'S
IZALElGH,N.C.
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98244
DES. JST
CKD. SST
DRWN. NMK
DATE 22 FEB. 99
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9 OF 13

414.92 II I )
15,46 .42
43
_ 15.75 �/ :Y�
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'1 16.69
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16.77 18 5� i I
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2 .08 -�/ I 18
,16_ �18.22 I
IPOND,-1 CURB'NLET
TOP: 19.24
RIM: 18.74
I I 1 19.52 INV.: 14.84
79 11
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LINE IS CIE,L �.
T 19.?�
\ 6 M I I
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\19.94
17.21 \\ \
\ 24.15
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\ \\ \ \ TOP: 8.97
RIM: 15.47
I k9L \0.0 R. \ INV.: 15.75 1
I I I I \\
I \ \ ' \�. \\ TRACT'
i9 \ MAP B K �.31�A�E'3801 I c
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_ - - APPROXIMATE LOCATION_
--------------�q --- -----------Ft1
4 NATE V
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2eCTIOX I 21.28 I m 'f 1 .34± ACRE!!,I I /
WE5TFALL PARK - - - f J xz,?° N 2b° SECTION 1 N
WEST4LL PARK ,q <p 2q 22.77 I 61 I I P2
I
2� 21.34 '2 22.212132 x
N
2 20
(a .;0 x2°gib xI,1 x2~~ 21.41 ff I I 22.27
I 21.07
, TRACT �f B- I
4 21.16 20, %6 21.1 MAP BOOK 39 P GE 238 1 ( I 22.33
2 z��° �' I I 22.41
i xr x x2ti
IA 1 OI 22.65
DR AtN A G E 2�r A('_'.CESIS, 22.82 / 22.32
I
MENT
21.19.'. ,'EASE
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20- 3 20.7 20.95 21.19 2�. /
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v TRACT C2 v
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SECTION I
-- °e WE5TFALL PARK
O I20.25 20.41 N NE p11111�
IA"VE
IP',L UNTY'��',/ PPESEN /
20.[39 e 19.72 \ / 22.36 219 22.16
111 ' AT WE5TFALL PARK / a /
\\ --�� ^� = q �`, I CR W__ HANOVER COUNTY/�y
A �q x,�� x2° o ;,�IBPA� x \ � \\ N MAP BOO"I QLCA"PY SITE
k - \ MONhFl�RING / 7 /
SDMH__ -_ �WELL(fYP16AL) 71120 S.F. w. T O BE ABANDONED)-
/ s
ill ail : 19.4 I\� M '� /
INV: FILLED W/ DEBRIS m 0 �/ •;
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\ O• E:. DOUBLE\' . h5 20.19
TRACT C 119.47 \ 20.19 .. - - .. 21.55
9.41 \ , _ ..... NEW " HAN&A *\ • SITE• � IS T 1NCLUD D---��---
20 2 0.22± ACRE `�° I K'
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N.C.D.O�--f2zW
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n.34' 83: 5�3� _ '
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MAP BOOK 39 P GE\ 23&
21.60
MONITORING, O.%%±
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` J �� f /�/ / - -- - - . • EXlS7 G EDGE OF WOODS(TYPIGAL) \ ] �� \
/ 9
I ABAN9C�JED R/W -
- 30' UTILITY EASEMENT a .•.. i • •.• .... ... '•...: •.: i ; .... :.• .� . / 'z � \ ,
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_ 22
_ __ _ ________ - - - ----------------------------
PO i APPROXIMATE LOCATION RIM: 22.22 -� �� ?9 ?9 6
�% 55FMMH `� INV.: 13.55 70 ABANDONED R/W
55FM - - - - - - -
- - - -
NA
SI I
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--S-TR-EET-S-IGN----------------------------W---�-----
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- - - - - - - - -
75
CERTIFICATE:
VALVE APDXIMOO
F
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
ABANDONED R/W 513MH
- - - - TnTT T'T7T7rT'TTTT- ABANDONED R/W
6' G C , 'NCNG 6'NCNG 6'NCNG 6'N 6' 6' C -
N.C.D.O.T. R/W DF-DICATION MAP BOOK 4 PAGE MIT i1 % I N. D A OOK 43 PAGE 344 N.C.D.O.T. K/W DEDICATION MAP BOOK 43 PAGE 344
-e
8 9 1
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II CURB INLET CURB INLET . I� w _ti,, I'
TOP: 19.53 TOP: 19.50 I� w N I
I RIM: I q.03ZINV_-
RIM: 19.00 I `l n
L _�INV._I 35 I G.20 W I
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\ \\ 21.27 j
hp e 0h 124" RCPp.
22
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/ 5051\ 011W 200.00' 21.62
VALVE \\ CURB INL
/ I \ TOP: 20.58
/ FIRE HYDRA�1�.48 \ 21.6
KI M : 20.08
CURB INLET
�--� \ 22.18 TOP: 20.99
KIM:20.49
INV.:
lb
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2,��-17 -
5C 5°23'00_W -- 2Z �-- -- r2- . y�
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DIST P. AREA .35 �� • �
21. �RB INLET 55MH -
P: O.G8 RIM:21.G5
20. 18 INV: 15.70
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BOOK 1389,PAGE 38G i i i���t� �� 1.85 `90' LANDFALL ASSOCIATES 1 (r ..
F( FORMERLY ) i i \ `.3. \ �' `• �O/�� BOOK 1514, PACE 1564 1 O
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y I 1 I I 91 /
LUCIA POINT �� 1 1, 1.54 I , 1 PROPosED '� / / ,
?�4)
31\ /39\` �� r QP i' c ' \ I I NEW HANOVER COUNTY / / 1 ' ' / i' r/ It , \ \
MAP BOOK 36,\ 396 y t —�_ ' PRESENT 1 / r ' « /i / W
3 /25\ /`� / _ _ p LIBRARY SITE /NEW HANOVER IJNT�
I ?'1 LIBRARY SIT
. 29 , I ' !
87120 S.F. (TO BE ABANDOIJ)
r40 , 2.OD AC M.B.
,�--- - 1 ( '1 l \\ -"1 \ 81----------, r r---------------
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v I r r I v �/ \ — — /�' / SEE ALSO \
- I i-
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--`---------------�E9NTR9tPOMTi--__ — -- ----- --- -- - ------------------�__ --- —_ ------------------------------------------------_-390'E— ,=' _ — — — — — _ — r.— .——E(C«+17ROLlGiROtTO
E_ - —
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32 4229' — -�—�
I
----------- 3D.16TE)
---------------------------
EXISTING 'X' CUT
r----- ________ _.---, IN CONCRETE CURB
t
` r
----------------
NOTE;
/ I
THIS TRACT IS LOCATED IN ZONES A10 6 C
ACCORDING TO THE FEDERAL EMERGENCY
AGENCY'S FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NUMBER 370168 0085 D, �' I
DATED: APRIL 15, 1985.
t I
THE FLOOD LINE SHOWN HEREON WAS DIGITIZED
UTILIZING SAID FLOOD INSURACE RATE MAP IN
CONJUCTION WITH THE NEW HANOVER COUNTY \98244
ZONING MAP #51.
J
-� DES. JST
NOTES: r'
OWNER:
1. TOTAL SITE AREA = 92.60 AC. i RAIFORD G. TRASK, R. DRwN. NMK
2. THERE DOES NOT APPEAR TO BE A NC GRID \
MONUMENT
EY N WITHIN 000' OF THESUBJECT SITE \ 1202 EASTWOOD DR.
DATE 17 DEC. 98
SURVEYED BY ME.
WILMINGTON N.C. 28403 �• 'pc,�A.o J
3. THIS MAP WAS PREPARED IN PART UTILIZING � '
NEW HANOVER COUNTY TOPOGRAPHIC MAPS, \ e�®� A,r
VARIOUS DEEDS, AND MAPS OF RECORD AS +` �" �� PROG ��° re �R�A'1�1.G
NVDICATED HEREON.
D ROT
SCALE: 1" -- 20(J' p®
_. FOR ®/{
0 100 200 400 600

rt
/ \ -Ix/ 30
14
4
/ � 4
1.85
'/
- RID
- O
;'O MAP BOOK 35PAGE
373
, LEGEND
%e ----- -- - \
I 1 /
/'"------------ -
`•� DISTURBED LIMITS - - - - - - - - -
3.21 �6 16 9 /
- \ , p �
---- _ j' ''1 2.06 660 ;!� - \ EXIST. DITCH - - - - - - - -
1001 PO�NER L�E h/W r -------------- ---- - 260 ; PROPOSED WATERLINE .........
- - - -
— — \ l / 62 o'' \
_ .— — - - - .\--T---- ';---------------------------- P ' �_ � ---- �—\ PROPOSED SANITARY SEWER 8' SS-
(POSITION APPROXIMATE) \
0
- -- - \� \ \ \ �, ,� / ' _--- '\ �`. '\ '� i FIRE HYDRANT +
.1\ \ y\
43�
01
\ \
V i \
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DISTURBED AREA o•, \ , \
\ �� r i In d \
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ONING
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it ( f '1�1J I° I0 ; PROPOSED
---------- ------ ---�-� ==� =t` - \� yk— -=4------=�--� I w I' NEW HAN:VER COUNTY J' PRESENT I J' I r/ ;'/ / i J ' o
' I i �� � 'l� ? ° ®' LIBRA� Y SITE JJf�EW HANOVER COUNTY//
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i'B. 37, PC. 28
IN
' ; Ij ,'j1TILITY EASEMENT;' '
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DES. JST
DAWN. N M K
DATE 16 NOV. 98
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60' R.O.W. SITE WORK NOTES: m
TEMPORARY GRASSING DETAIL 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
6' 6' 36' 6' 6� 10'-0" - 10'-O" FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
1 CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
_ ADVERSE SOIL CONDITIONS, IF AVAILABLE. TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. z w
3 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. V)
M
3. 3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS O p
REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES REASONABLY SMOOTH AND UNIFORM SHRUBBERY, ASPHALT, CONCRETE STRUCTURES BURIED UTILITIES, a Y
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
�j'• 4. APPLY AGRICULTURAL LIME AND FERTILIZER UJIFORMLY AND MIX WITH SOIL.
/2 p�R 1 4 PER FT. 2 1-2 c,
SLOPE (* SEE BELOW) 4. STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOIL,
�2 PER SLOPE 20 LF DUCTILE 5, CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM WOOD, LEAVES, AND ANY OTHER UNSUITABLE' MATERIAL. w z 3
IRON PIPE CENTERED IF LESS SEED BED IS PREPARED 4-6 INCHES DEEP. p O
THAN 18" 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. 5. MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING V p
OVER SEWER 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, BURIED CONSTRUCTION DEBRIS' AS REQUIRED AND FILL TO SUBGRADE >
8" ABC STONE "� ILLEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. w
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING �
6. DISPOSAL: CLEARED, GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE
(; WITHIN THE PLANTING SEASON, IF POSSIBLE IF GRASS STAND SHOULD BE oO
SS MANHOLE `� I� _ __� OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER SITE AND DISPOSED OF ON SITE PER OWNERS DIRECTION AND IN ACCORDANCE rn
6' AND SEEDING RATES. WITH ALL APPLICABLE LOCAL AND STATE CODES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 7. BORROW MATERIAL: ALL EXCAVATED SUITABLE FILL MATERIAL, PER NCDOT w
WATERLINE -' _ _ *APPLY AGRICULTURAL LIMESTONE - 2000 LBS/ACRE STANDARDS SHALL BE USED ON SITE AS NEEDED FOR BORROW MATERIAL. o
FERTILIZER 10-10-10 - 1000 LBS/ACRE AS DIRECTED BY THE OWNER, MATERIAL GENERATED FROM PONDS SHALL BE
TYPICAL STREET CROSS-SECTION MULCH - 2 TONS l LIQUID
X 80 BALES) SMALL GRAIN STRAW/ACRE ON RAC AND SEPARATEp AS SI�ITA13ELN OR UN SUITAB A EI21A THE
REQUIRED
' ANCHOR -TACK w/ LIOUD ASPHALT o 400 GAL/ACRE OR TOR SHALL FURNISH ANY DDI I NAIL BO ROW T AL R UIRED
EMULSIFIED ASPHALT o 400 GAL/ACRE FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH
BORROW MATERIAL. m
N.T.S. 20 LF CAST IRON i SEEDING SCHEDULE
CENTERED UNDER S p
NCDOT WATER DATE R 8. RECEIVE FILL SHOULD BE PROOFROLEDGMTHOA MINK 10-TON I DESIGNATED TO
EROSION CONTROL �` AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE WHEELED STEEL ROLLER OR A LOADED TANDUM DUMP TRUCK. ANY AREA WHICH Gt I
2" TYPE 1-2 (NCDOT) STONE !�V A T i R Er SANITARY S E W fe : R I N I E R S E C T I O I V NOV 1 -MAR 1 RYE (GRAIN) 120 LBS/ACRE PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT .I IT AND QEDLArrn � fl;
6" ABC STONE (NCDOT) `�R/W NTS MAR 1 - )uN 30 KOBEI?CAR1R ADN LESPEDZA 90 LBS/ACRE SM Of SILTY
FOIL CLAYEY
MATERSAND
HAVING A UNIFIED S IN CLASSIFICATION
LAYERS I ATONNOT OOF SP,
1
COMMON BERMUDA CRASS 50 LBS/ACRE EXCEED 8 AND COMPACTED TO AT EAST 95% OF THE STANDARD PROCTOR Q
(HULLED) SUBGRADE BEING COMP/�CTED TO 9&. OF THE STANDARD PROCTOR MAXIMUM
MAXIMUM DRY DENSITY ASTM D-698 , WITH THE UPPER 12 INCHES OF n T
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED LL
on NnOn tASPHALT
A A CAST IRON FRAME & PAVED OTt('R VARIES FOR WOODS OR JULY 1 - AUG 15 COMMON BERMUDA GRASS 50 LBS/ACRE THE UPPER 12 INCHES OF IN-PLACCSSUUgg RADE SHOULBE COMPACTED Tp COVER. TOP TO BE FLUSH OTHER AREAS OUT OF (HULLED) AT LEAST 98% OF THE STANDARD P OCTO MAXIMUM Df�YDENSITY. IF THEWITH STREETS, WALKS OR TRAFFIC. TOP TO BE AS BROWNTOP MILLET 20 LBS/ACRE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER-11 RESIDENTIAL AREAS. NOTED ON PLANS ON SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IFO
= COMPACTED SUBGRADE I 3,, CEMENT THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION IT SHALL BE
AVEMENT °- UNPAVED ROADS PROVIDESTAR HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT 8" COVER OVER LID AND ALL DISTURBED APES SHALL BE SEEDED WITHIN 30 DAYS OF THE UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
�, SET LABELED AREAT f� IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
COMPLETION OF GRADING.NOTE: PAVEMENT SECTION MAY VARY w MONUMENT NEAREST R WCONSULT CONSERVATION ENGINEER OR SOL CONSERVATION SERVICE FOR TIMES.
LIMIT. ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
DEPENDING UPON FIELD CONDITIONS. O MANHOLE FRAME:OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO 9. eYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TOI-L_JCONTRACTOR SHALL COORDINATE CONCRETE COLLAR 8�•COVER WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. CONSTRUCT HIS WORK. O
w/OWNER & GEOTECHNICAL / 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF W z
ENGINEER TO DETERMINE I • a IN.
EXISTING UTILITIES DURING CONSTRUCTION.
ACTUAL PAVEMENT SECTION, o "` CONCRETE SPACERS FOR 11. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY 1 O
w . MH STEP - ADJUSTMENT TO GRADE ARNOLD CARBON, R.L.S. AND PROVIDED BY OWNER. (� IC-�-
3 w ADJUSTMENT MAY NOT `J
PARKING LOT SEE SITE PLAN STONE SHALL NOT � a 4 EXCEED 12" 12. THE: CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. Q
' � BLOCK OR IMPEDE
PIPE FLOW v7 / REINFORCING . BLOCKING DIMENSIONS 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
STANDARD PAVEMENT SECTION I ,/ PRECAST ECCENTRIC TIP OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLEOf
- -
a AGENCIES AND AUTHORITIES.or_ v I
Q
PIPE SIZE A B C 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO I� v J 75
SEE SITE PLAN �„ . 48" DIAMETER STD. PRE -CAST MANHOLE O O O NCDOT STANDARDS. I�
I I o SECTIONS L1J W -
;�, m,_ MANHOLE IN ACCORDANCI. 5" MIN. WALL THICKNESS 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
WITH ASTM C 4�8 FOR 4" DIA. BARREL UP TO t0" 4'-0" 2'-6" 3'-O" STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
TREATED 1x4 - SECTION A - A " REQUIREMENTS.
45' MIRAFI 60OX FILTER FABRIC o
OR APPROVED EQUAL " - 6" MIN. WALL THICKNESS
FOR 5" DIA. BARREL
} a 12" TO 18" 6'-0" 4'-0" 5'-0' 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
I ICI 11- w a j O
>w o Lu I BITUMASTIC JOINT SEALANT 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
C.I. BOX oo �,a p NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION 5' TYP. AS APPROVED BY THE 18" TO 24" 8`-0" 6'-0" 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
6 COVER �' �+ `L O 1 2% SLOPE (MIN) ENGINEER GROUTED INSIDE
vN 41 N AND OUT WITH APPROVED RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK Lnn o
Q LH NON -SHRINKING GROUT 1" PER CONDITION. co co
COMBINATION -- - ° _ E I V E R GY ("� NATO R FO(C 1B °�
2" 1-2 ON 8" ABC STONE L j (" j f C' i� 19. RELIVE. CONC. PIPE SHALL BE CLASS III WRUBBER GASK ED JOINT OR "RAM NECK" I I
MAX 45 SWEEP w"'` �._ �(tc� CORREGATED METAL PIPE SITALL BE ASPHALT COATED 4PAVED INVERTS.
-�' / .�� (� GRADE �-
COMPACTED SUBGRADE �w •-�b
BENDS AS REQ'D NTS v `i ��-
PIPE R .rd, a - RBED SOIL I
DIAMETE r�1 � BACKFILL 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT o �
NIPPLE PER COUNTY T z MINIMUM 8" STONE SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-115, TYPE III,
TEMPORARY CUL-DE-SAC 12 12 - - ;°c°s°°o°o o°o°o° BEDDING FOUNDATION 0 FACTORY MIXED, QUICK DRYING, NON-BLELDING.
AS EQ'D REQUIREMENTS N.T.S.-`� �n _ oc SQUARE 21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO
MAIN - ■� -� T o oc 3 HORIZONTAL.
T _oD OHO° O°O O Zi O O it ° -; -011 O O O°O OOOC
�.,. OO_O O_O_O_O_O_O_O_°. O_OVO�O����JO�O�O�b�0�0
SECTION - PLUG 22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
�`!PI� NEAR eln� •: RUBBE7" GASKET DISTURBANCE.
., A � A •, S i v c_ 4 8" MIN. _ PLAN - BEND 18" 23 A ^ �,. t ALL EROSION gHALL BE CONTROLLED INCLUDING SIDE SLOPS. BEFORE THE
z • 4 BASE SECTION (EXTENDED BASE I'll CAST k PROJECT tS COMPLETED.
SEWER SERVICE DETAIL y•. 6" EXTENDED L( (EXTENDED
MIN.
• . ' , ' . ° : _ r ® I 24, MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE •
NTS e . .
REQUIRED FOR MANHOLES < 8' ()f P) SHOWN ON THIS PLAN ARE NOT EFFECTIVE. C)
GRADE
11� 25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR Z
PIPE ZONE PIPE ZONE » 18` , - - i - M17URBED '�IL AS SOON THEREAFTER AS POSSIBLE.
TYPICAL CONC. SLOPE CURB & GUTTER 48 0 STANDARD MANHOLE MIN' BACKFILL --
26. ALL WATERLINE VALVES SHALL HAVE CAST IRON VALVE BOXES PER NEW HANOVER
6' O.D. 6' 6' , O.D. 6" NTS � COUNTY REGULATIONS.cz
MIN. MIN. MIN. MIN. NTS 27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
ACCUMULATED SILT IF SEDIMENT BUILDS UP IN DITCHES AND PIPES OR LY_
FINAL BACKFILL FINAL BACKFILL PIPE SIZE AS PLAN -TEE SECTION -BEND fi TEE AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. W
INDICATED
PIPE SIZE AS ON THE PLANS TREATED tx4 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL i..l.J
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
3- MIN '' CONCRETE BLOCKING DETAILS our. z_
INDICATED 3' MIN. �,
ON THE PLAN 0 v O.D.
CLASS 1, 2 OR 3___
_ > _ _ �OVv NTS 29. IMMEDIATELY AFTER CLEARING AND PRIOR TO SITE GRADING, THE FOREBAY (�
C AND POND SHAL BE EXCAVATED IN ACCORDANCE W DESIGN. THE FOREBAY
O.D.p° �_C1. BOXIAX 4- ti pF TH PON HALL AC A A E IMENT BASIN D LNG CONSTRUCTION. 4) Z
INITIAL BACKFILL ' 11L III O � pp p u
_I I 1 - -6" MIN CLASS 1 OR 2--I _ ' MIN. oz Zoe W �� 6 COVER L( , SWEEP Q`��� THE ONTRAGTOR SHALL CL N aHLli FOREBAY 3F SEDIMENT BUILDS UP 1.5 W
CLASS 1 I=1 I I�� 1 I III-1 I i= I I!I 11�1 I I I I 1=1 11= � 1 � AS REO'D TO REACH X s OR AS NEEDED AND PRIOR f O THE COMPLETION OF THE PROJECT.
-III=1 OPTIMUM DEPTH 30. ALL ROADS SHALL BE BUILT TO NCDOT STANDARDS & DEDICATED PUBLIC
II-III-III-III-111:� II=111slIIi=III=111:� �tiati UPON COMPLETION.
V/
STABLE STABLE 45 Z
FOUNDATION FOUNDATION VARIABLE SLOPE 31. NO ENCUMBRANCE WITHIN PUBLIC R/W. -
wo
PVC PIPE 1.5% MINIMUM 6` MIN.
MATERIAL DUCTILE IRON PIPE MATERIAL NIPPLE PER COUNTY -_MAIN 2' _ 3' 32. ALL STORM DRAINAGE PIPES SHALL BE CLEANED OUT PERIODICALLY DURING
REQUIREMENTS -COMBINATION COARSE AGGREGATE
CONSTRUCTION & AT THE END OF THE PROJECT.
PIPE BEDDING DETAILS _
TYPICAL FAR SIDE
7 lN� 1; = Z
'' �_` SL q��C _ III _ _ Li
TEMI DRARY GRAVELLED -�-1 °p� <,>�� 31 �`�,=T � -
SEWER SERVICE DETAIL _III N , > U
NTS CNS'I RUCTION ENTRANCE. 2-2 1/2" HOSE NOZZLES -� r
NSFT THREADS
4 1/2" PUMPED CONNECTION
FULL 1B' OINT l I
HYDRANT 3/4° STAdIC[SS STEK RODS 6' F/,dE
A TYPICAL GRASS DITCH
FACE TO CENTER LINE
OF STREET VARIES (10' MAX.)
o ° o ° ° j
I HYDRANT TO ° © ° ° ° ° ° TO MAIN I /, NCDOT
_ jj
STEEL OR WO:'"!:1 POST EROSION CONTROL "
HAVE BREAK STONE TYPE 'A" SEE PLAN FOR PIPE I 0 0 ° ° ° ° WIRE FABRIC - 1 /4" WIRE MESH
SECTION OR ORIENTATION --
WORD "WATER" ON COVER- REMOVABLE '"; FILTER FABRIC I I
BARREL --a-- -- --- -- TE
MIN. 12-1/2 GA. o
HYDRANT LUGS TIE BOIL TS RETAINER CLA '" I
- INTERMEDIATE WIRES `-
.,�. , w -
I
BURY LINE FLUSH WITH JOINT RESTPA INT .. • ;.. '- `t. C...`.. _.... U. A O A
I
FINISH GRADE HYDRANT TO 157 FULL JOINT OF PIPE ` `z U� - CASTING
ui
w U 11
C.I. VALVE BO Q I b O ; i ANCHOR FAF? SKIRT a ' L11 NOTE: 2' X 2' DROP
> I x STEEL POST H INLET20 OAD RATED. GRATE 98244
p AS DIRECTED 4Y ENGINEER 'ELF -FASTENER CONC. COLLAR----
SHALL BE HEAVY DUN
in SIF,EL ANGLE TYPE)
GATE VALVE MIN. SIZE 6" r HYDRANT 3/4'STrlI1tE.SSSTEEL RG�S i I 3 I I JST
TURN RIGHT TO OPEN oc
„ „
� DES.
8X6 TEE DRAIN �, NOTES y r." "i ��`F; ASPHALT PAVEMENT
o ` ? f -{ DRWN. NMK
0 0 °o � 5�ti �,�<,'�> � x ,y1,"� CONC. COLLAR- 1..--0
6 O @ ° oo 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND wja: r ELEV. VARIES DATE 16 NOV. 98
1
SHALL HAVE A MIN. OF SIX, LINE WIRES WITH 12" STAY w � J �
d ° ° 00 SEDIMENT CONTROL � - �
SPACING. Pi
6 X PI'E DIA. STONE SHALL NOT STONE T-6- ° �«
BLOCK OR IMPEDE -2' NOTES: PRECAST 51_ � 0
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF OR 6" V I' 6"
PIPE FLOW
NOTE: TIE BOIL TS 36' IN WIDTH, FABRIC SHALL BE FASTENED I. i"DIMENT CONTROL STONE BRICK MASONRY
1-SEE ASSEMBLY DETAIL CONCRETE PAD ADEQUATELY TO THE WIRE FABRIC A5 DIRECTED BY THE 91'ALL BE 5 OR �}57 AND "
THIS SHEET FOR 15" X 15" X 6" ENGINEER. 7�! HALL BE LAID FOR AT THE FLOW
JOINT RESTRAINT REQUIRED JOINT RESTRA/NT SECTION A -A CONTRACT UNIT PRICE PER 4.
2-DUCTILE IRON PIPE 3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE 12" TON "SEDIMENT CONTROL 1
HYDRANT TO MAIN TEE SELF -FASTENER STEEL ANGLE TYPE. MULTI -DIRECTIONAL FLO'V STONE."
I~ Q�N
REQUIRED ON ALL HYDRANT " d ' ��NN
SECTION A - A 2. 'iIRE MESH SHALL BE 3000 PSI CONE ".I + *y �iNE. •'•�`✓
BRANCH LINES 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' MIRAFI 60OX FILTER FABRIC HARDWARE CLOTH 19 GAGE :a °D r ......•®•^
3/4" TIE BOLTS TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED OR APPROVED EQUAL INLET PROTECTION MIN. AND SHALL HAVE 1/4" r�� R £+L} °<,
HYDRANTS SHALL BE: TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE NTS 'MESH OPENINGS.
NOTE: PRECAST BOX
EQUAL.KENNEDY GUARDIAN OR APPROVED 1 1/2' LONG DESIGNED FOR H- U
EQUAL. SHALL BE HEAVY DUTY
GUIDELINES FOR TEMPORARY SILT FENCE NO'� F"� FABRIC AND BONE S'"" To® ""°� ` E"° �"'°" LOADING. SECTIONT
GUIDELINES FOR HYDRANT '',.
STANDARD HYDRANT ENERGY DISSIPATOR �QROP INLET DETAIL
ICINT RESTRAINT Nfb
NTS