SW8951014_APPROVED PLANS_20160721

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 g5101�f
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 ►LD al rz I
YYYYMMDD

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a +'9 (SEE MECHANICAL DRAWINGS APPROX. LOCATION EXIST. 2" WATER SERVICE, I EXIST. PUMP HOUSE TO BE REMOVED
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a APPROX. LOCATION EXIST. 8"
W W W W W W W W W W W W W W W W W W W
APPROX. LOCATION EXIST. UNDERGROUND UTILITIES APPROXIMATE
(PARTIAL LOCATION ONLY) LOCATION
CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL-
- - - - - - - - - - - - - - - - - -T - -
UTILITIES PRIOR TO AND URING CONSTRUCTION _ -_ _ -_ __- _ P I
BAR SCALE 1 "=20'
NOTES: SITE DATA:
ZONING
1) EXISTING CONDITIONS AND TOPOGRAPHY COMPLETED BY DANFORD & ASSOCIATES LAND PROPERTY OWNER MEDSERVE COMPANY
SURVEYINGP.C.P PROJECT ADDRESS 1202 MEDICAL CENTER DRIVE
2) PERMITTING OF BUSINESS IDENTIFICATION SIGNAGE IS A SEPARATE PROCESS. CITY OF PIN NUMBERS R06010-009-004-000
WILMINGTON WILL NOT ALLOW OBSTRUCTIONS WITHIN THE RIGHT-OF-WAY.
3) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING R06010-009-008-000
UTILITIES PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS. R06014-005-002-000
4) EXISTING EASEMENTS AS SHOWN. R06014-005-003-000
5) CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES AREA NOT IN A FEMA 100-YEAR FLOOD ZONE
DURING CONSTRUCTION. ZONING DISTRICT 0&I-1-OFFICE &INSTITUTION
6) UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE
DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT THE WILMINGTON DISTURBED AREA 0.2 Ac.
FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT 910-341-0696.
SOLID WASTE SETBACKS REQUIRED FRONT: 20'
1) SITE TO USE EXISTING DUMPSTERS. REAR: 20'
INTERIOR SIDE: 10'
TRAFFIC CORNER SIDE: 20'
1) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE
THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. PROPOSED BUILDING SETBACKS FRONT: 28'
2) TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN REAR: -
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) INTERIOR SIDE: 114'
STANDARDS. CORNER SIDE: 64'
3) CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO ENSURE THAT ALL TRAFFIC SIGNALS
FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. TRACT AREA 273,121 SF (6.27 AC)
4) CALL TRAFFIC ENGINEERING AT 910-341-7888 FORTY-EIGHT HOURS PRIOR TO ANY
EXCAVATION IN THE RIGHT-OF-WAY. BUILDING USE MEDICAL & HEALTH
5) ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE
REPLACED. EXISTING BUILDING AREA 24,490 SF
6) CONTACT 910-341-7888 TO DISCUSS STREET LIGHTING OPTIONS. PROPOSED BUILDING AREA 1,332 SF
7) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BUILDING LOT COVERAGE (35,822/273,121) 13%
BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. NUMBER OF BUILDINGS 1
8) NO ROWS TO BE CLOSED. NUMBER OF UNITS -
9) NO STREETS PROPOSED. BUILDING HEIGHT 35'
10) OFF SITE PARKING PROPOSED AS SHOWN. NUMBER OF STORIES 1
11) DRIVEWAYS TO MEET CITY STANDARDS. SF FIRST FLOOR (GROSS) 1,332 SF
13) ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE
WHITE.
14) STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION. EXISTING IMPERVIOUS AREAS:
15) TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
16) POSTED SPEED LIMIT: 45 MPH EXISTING BUILDING 34,490 SF
17) ANY TRAFFIC SIGNAL INFRASTRUCTURE ADJUSTMENTS, INCLUDING OVERHEAD OR EXISTING ASPHALT 130,165 SF
UNDERGROUND SIGNAL SYSTEM FIBER COMMUNICATION LINES, ARE THE RESPONSIBILITY OF THE EXISTING CONCRETE 7,000 SF
APPLICANT/DEVELOPER. EXISTING IMPERVIOUS AREA 173,327 SF (63.5%)
18) THE CITY SHALL BE NOTIFIED IMMEDIATELY OF ANY TRAFFIC SIGNAL FACILITIES DAMAGED
DURING CONSTRUCTION.
PROPOSED IMPERVIOUS AREAS:
LANDSCAPING PROPOSED BUILDING FOOTPRINT 1,332 SF
1) IF APPLICABLE, A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES PROPOSED ASPHALT 0 SF
SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND THE PROPOSED CONCRETE 340 SF
PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL FRIOR TO THE RECORDING OF EXISTING BUILDING (TO REMAIN) 34,490 SF
THE FINAL PLAT. i EXISTING ASPHALT (TO REMAIN) 130,165 SF
2) NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN THAN (30) INCHES AND TEN EXISTING CONCRETE (TO REMAIN) 7,000 SF
(10) FEET ABOVE THE GROUND WITHIN THE TRIANGULAR SITE DISTANCE. 1%999 SF
3) PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, "TREE PROTECTION FENCING TOTAL IMPERVIOUS AREA 174,(64. )
WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION PARKING REQUIRED:
WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION MINIMUM: 1/250 SF GFA 265
4) ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED MAXIMUM: 1/170 SF GFA 389
WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, PARKING PROVIDED 327
GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.
5) NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT HANDICAP SPACES REQUIRED PROVIDED
FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED REQUIRED: 27
THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTORS SHALL RECEIVE ADEQUATE (300-400 PARKING SPACES=8 HC SPACES)
INSTRUCTIONS ON TREE PROTECTION METHODS.
CFPUA CAMA LAND USE: URBAN
1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) DETAILS AND SPECIFICATIONS. PUBLIC WATER AND SEWER BY CFPUA
2) PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. EXISTING WATER FLOW: 8,250 GPD
WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS EXISTING SEWER FLOW: 7,500 GPD
GIVEN THEIR FINAL APPROVAL. PROPOSED WATER FLOW:
3) IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN (250 GPD/PRACTITIONER x 30 PRACTITIONERS x 110%) 8,250 GPD
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PROPOSED SEWER FLOW:
PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX. (250 GPD/PRACTITIONER x 30 PRACTITIONERS) 7,500 GPD
4) ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL COMPLY WITH THE CFPUA'S
CONNECTION CONTROL REGULATION. CALL 910-332-6419 FOR INFORMATION.
5) ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON THE LIST
OF APPROVED DEVICES FOR USCFCCCHR OR ASSE.
6) PUBLIC WATER AND SEWER EXISTING.
7 CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO DOING
ANY DIGGING, CLEARING OR GRADING.
8) ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZER SENSOR.
9) CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATIONS, SIZES AND
MATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS.
DRAINAGE
1) PROPOSED BUILDING ROOF DRAINS CONNECTED TO EXISTING ROOF DRAINS WHICH IS
DIRECTED TO STORMWATER POND.
LEGEND
PROPERTY BOUNDARY
+25.71
EXISTING SPOT ELEVATION
. ''Z5.0 PROPOSED SPOT ELEVATION
LIMITS OF DISTURBANCE
X TSF TEMPORARY SILT FENCE
TREE PROTECTION - DO NOT DISTURB
INLET WITH INLET PROTECTION
EXISTING TREE TO BE REMOVED
�CIEilI�
PROPOSED CONCRETE AREA
Approved Construction Plan
Name Date
Plann
Fire
For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
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' 17374 0_
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DATE 04-19-16
DESIGN PGT
DRAWN MLV
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SHEET 1 OF 2
16011

NOTE:
TREES TO BE SAVED WILL
BE CLEARLY MARKED PRIOR
STEEL POST
TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO
WIRE FABRIC
BE INSTALLED AT THE
GA. o
m
FILTER FABRIC
DRIPLINE.
DRIP LINE - THE AREA OF
WIRESI
SOIL DIRECTLY BENEATH
n
w
THE TREE EXTENDING OUT
TO THE TIPS OF THE
OUTERMOST BRANCHES. y IA
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
DRIPLINE
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 THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
NCDOT #5 OR #
WASHED STONE
41111
NCDOT #5 OR
WASHED STON
CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACI
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUI
SURROUNDING THE INLET. SPACE POSTS EVENLY AR(
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
EXISTING TREE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
HARDWARE CLOTH
OPENINGS)
MAINTENANCF-
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (i INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
HIS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
SITE AREA
STABWZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEIPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES
7 DAYS
IF SLOPES ARE 10 OR
STEEPER
LESS IN LENGTH AND
THAN 3:1
ARE NOT STEEPER THAN
2:1 , 14 DAYS ARE ALLOWED
SLOPES 3:1
14 DAYS
7 DAYS FOR SLOPES
OR FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HQW ZONES
NOTE: PROVIDE GROUND STABILIZATION IN ALL AREAS OUTSIDE
OF THE IMPERVIOUS SURFACES TO THE LIMITS OF DISTURBANCE
PER THE NPDES CRITERIA.
TEMPORARY SEEDING SPECIFICATION
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
SPECIES RATE (lb/acre)
Rye (grain) 120
SPECIES RATE (lb/acre)
PENSACOLA BAHKGRASS 50
Annual lespedeza (Kobe in
SPRING
SERICEA LESPEDEZA 30
LATE WINTER &
Piedmont and Coastal Plain,
SUMMER
COMMON BERMUDAGRASS 10
EARLY SPRING
Korean in Mountains) 50
TALL MNMMI LET 10
UE 50
Omit annual lespedeza when
duration of temporary cover is not
FALL
TALL FESCUE 200
to extend beyond June.
WINTER
(BLEND OF 2 OR 3 IMPROVED VARIETIES)
German Millet 40
RYE (GRAIN) 25
SUMMER
In the Piedmont and mountains, a
small -stemmed sundongrass may be
SEEDING NOTES (SPRING -SUMMER)
substituted at a rate Of 50 If/acre
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME
FALL
German Millet 40
A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENDPEDEGRASS.
LATE WINTER &
SEEDING DATES
Mountains - Above 2500 ft: Feb. 15-May 15
Below 2500 ft Feb. i-May 1
SPRING
SUMMER
SEEDING DATES
APRIL 1 - JULY 15
EARLY SPRING
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
FALL
JANUARY - APRIL
WINTER
AUGUST - DECEMBER
Mountains - May 15-Aug 15
SUMMER
Piedmont - May 1-Aug 15
SOIL�ENDMEE
Coastal Plain - Apr. 15-Aug 15
SPRING
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000
Mountains - Aug 15-Dec 15
SUMMER
Ib/acre GROUND AGRICULTURE UMESTONE AND 500 lb/acre 10-10-10
FALL
Coastal Plain and Piedmont - Aug 15-Dec 30
FERTILIZER.
FALL
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
SOIL AMENDMENTS
WINTER
3,000-5.000 lb/acre GROUND AGRICULTURE LIMESTONE (USE THE LOWER
RATE ON SANDY SOILS) AND 1.000 lb/acre 10-10-10 FERTUZER.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
LF/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
MULCH
LB/ACRE 10-10-10 FERTILIZER.
APPLY 4,00D lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
MULCH
WITH A MULCH ANCHORING TOO. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
USED AS A MULCH ANCHORING TOO.
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
MAINTENANCE
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
SPRING
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS
SUMMER
GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT
MAINTENANCE
APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
FALL
FER IUZE ACCORDING TO SOIL TESTS OR APPLY 40 LF/ACRE NITROGEN IN
REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION
JANUARY OR FEBRUARY, 40 LB IN SEPTEMBER AND 40 LB IN NOVEMBER,
OR OTHER DAMAGE.
WINTER
FROM A 12-4-8, 16-4-8, OR SIMILAR TURF FERTIUZER. AVOID
FERTILIZER APPUCA110NS DURING WARM WEATHER, AS THIS INCREASES
STAND LOSSES TO DISEASE. RESEED, FERTILIZE, AND MULCH DAMAGED
AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES AS NEEDED.
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS
BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR
ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED
FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL
QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY
PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG
ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR
SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT
LESS THAN 10 DAYS PRIOR TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO
COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING
UTILITIES WITH APPROPRIATE PERSONNEL.
11, EXISTING SURVEYING PERFORMED BY DANFORD AND ASSOCIATES, PLLC AND SUPPLIED BY THE
OWNER.
12, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE
CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO
INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK
UNLESS OTHERWISE DIRECTED BY OWNER, 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED
WITH A MINIMUM OF 36" COVER AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. ALL WATER SERVICES
CONNECTIONS SHALL ALSO MEET AQUA SPECIFICATIONS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR
OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO
MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE SLOPED TO
DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. 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. REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE
OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE
CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. ---------, DATED -------, BY --------- ------
FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC,
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL, SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED, BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.
8. 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. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL 13
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. --
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND 4-
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. -�
ECEIVE
REVISIONS
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TRANSITION STRIP
(SEE\\ DETAIL)
\
ENLARGED SITE PLAN
BAR SCALE 1 "=30'
I LOCATION MAP
NTS
SITE DATA:
PROPERTY OWNER MEDSERVE COMPANY
PROJECT ADDRESS 1202 MEDICAL CENTER DRIVE
PIN NUMBERS R06010-009-004-000
R06010-009-008-000
R06014-005-002-000
R06014-005-003-000
AREA NOT IN A FEMA 100-YEAR FLOOD ZONE
ZONING DISTRICT O&I-1-OFFICE & INSTITUTION
DISTURBED AREA 0.2 Ac.
SETBACKS REQUIRED FRONT: 20'
REVISIONS
Description
H�
14
v
0
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N/F ' /
ATLANTIC MEDICAL PROPERTIES
3015' 0' 30' 60' 90'
REAR: 20'
N
ZONING: 0&I-1
INTERIOR SIDE: 10'
W
USE: OTHER MEDICAL & HEALTH
CORNER SIDE: 20'
w
NOTES:
PROPOSED BUILDING SETBACKS
FRONT: 28'
x z
ZONING
1) EXISTING CONDITIONS AND TOPOGRAPHY COMPLETED BY DANFORD & ASSOCIATES LAND
REAR' _
INTERIOR SIDE: 114'
r ,
W
O
N F N/F
/
I N/F
SURVEYING, P.C.
2) PERMITTING OF BUSINESS IDENTIFICATION
CORNER SIDE: 64'
GAITROS KINNEBREW & I COASTAL CAROLINA EYE
I COASTAL CAROLINA EYE I
N/F
I % ;
SIGNAGE IS A SEPARATE PROCESS. CITY OF
Qi
SEMMEL, LLC CLINIC PARTNERSHIP,
LLCICLINIC PARTNERSHIP, LLd
ATLANTIC MEDICAL PROPERTIES /
WILMINGTON WILL NOT ALLOW OBSTRUCTIONS WITHIN THE RIGHT-OF-WAY.
TRACT AREA
273,121 SF (6.27 AC)
I-�
W ~�-1
ZONING: 0&I-1 ZONING: 0&1-1PARTNERSHIP,
I ZONING: 0&1-1PARTNERSHIP,
I
ZONING: 0&I-1
:
3) CONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING
1�-1 H� !>
USE: PHYSICIAN I USE: PHYSICIAN
I USE: PHYSICIAN
USE: OTHER MEDICAL &
HEALTH '
UTILITIES PRIOR TO INSTALLATION OF PROPOSED CONNECTIONS.
4) EXISTING EASEMENTS AS SHOWN.
BUILDING
USE
MEDICAL & HEALTH
1-_ i
W
%
!� Q
I
;
5) CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
EXISTING
BUILDING AREA
34,490 SF
F+-IZx
Q is Q'
6) UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE
PROPOSED
BUILDING AREA
1,332 SF
Q�I �
DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT THE WILMINGTON
BUILDING
LOT COVERAGE (35,822/273,121) 13%
IX U
/
FIRE DEPARTMENT DIVISION OF FIRE AND LIFE SAFETY AT 910-341-0696.
NUMBER
OF BUILDINGS
1
a1-� W
NUMBER
OF UNITS
-
'� hI� �z E-1 xi
0
SOLID WASTE
BUILDING
HEIGHT
35'
0 r �
W
SEE ENLARGED SITE PLAN
BELOW
/'
1) SITE TO USE EXISTING DUMPSTERS.
NUMBER
OF STORIES
1
Zf�, w
�
,%"
TRAFFIC
SF FIRST
FLOOR (GROSS)
1,332 SF
F-1>-'�-{ U 0
Q�r I� "Z'
1) ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE
�1 I-�
/-'
THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
EXISTING
IMPERVIOUS AREAS:
w `/
1
2) TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN
EXISTING
BUILDING
34 490 SF
F�
- U F
i�
MEDSERV MANAGEMENT MARTIN PATRICK D I BIGGERSTAFF CHARLES I SITE PLAN
I COMPANY, LLC I MICHELE A I JANET
ZONING: 0&1-1 j ZONING: 0&1-1 1 ZONING: 0&1-1 1 BAR SCALE 1"=60'
USE: AUTO PARKING USE: PHYSICIAN I USE: DENTAL SERVICE
60' 30' 0' 60' 120' 180'
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC
STANDARDS.
CONTROL DEVICES)
EXISTING ASPHALT
130,165
7,000
SF
�IF�� F-I %/� r-1 0
`J F�1 v ` A E
�- TO ENSURE THA
3) CONTACT TRAFFIC ENGINEERING AT 9ON
EXISTING CONCRETE
! )
-- TH -7888
FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN.
ALL TRAFFIC SIGNALS
EXISTING IMPERVIOUS AREA
173,327 SF (63.5%)
%)
r Z
/-'
,/- 4) CALL TRAFFIC ENGINEERING AT 910-341-7888 FORTY-EIGHT HOUR...
EXCAVATION IN THE RIGHT-OF-WAY.
PRIOR TO ANY
W ^�
F-i �FF•ii/ii
,�-
5) ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND
CURBING WILL BE
PROPOSED IMPERVIOUS AREAS:
E" �� O
REPLACED.
PROPOSED BUILDING FOOTPRINT
PROPOSED ASPHALT
1,332
0
SF
SF
C12 C
6) CONTACT 910-341-7888 TO DISCUSS STREET LIGHTING OPTIONS.
7) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WNIY
ARE TO BE MAINTAINED
PROPOSED CONCRETE
340
SF
BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
PROPOSED PERVIOUS CONCRETE
CREDIT FOR PERVIOUS CONCRETE
2,667
-2,000
SF
SF
'
U
8) NO ROWS TO BE CLOSED.
9) NO STREETS PROPOSED.
EXISTING BUILDING (TO REMAIN)
34,490
SF
10) OFF SITE PARKING PROPOSED AS SHOWN.
EXISTING ASPHALT (TO REMAIN)
127,498
SF
P1
11) DRIVEWAYS TO MEET CITY STANDARDS.
EXISTING CONCRETE (TO REMAIN)
7,000 SF
F-�I
sr -+---H /• TOTAL IMPERVIOUS AREA 171,327 SF 62.7%
W T + rj / � I I 13) ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE �
.-. 10 WHITE. QJ
�U ° V /��I I II IEP 14) STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION. PARKING REQUIRED: C\2
I / APPROX. LOCATION EXIST. 6" SS SERVICE 1 15) TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS. MINIMUM: 1 250 SF GFA 265
�f 1 I I
+21PAA / 16) POSTED SPEED LIMIT: 45 MPH MAXIMUM: 1 170 SF GFA 389
I CONTRACTOR SHALL FIELD VERIFY SIZE,
A P. / EXIST. ( I y22'a 17) ANY TRAFFIC SIGNAL INFRASTRUCTURE ADJUSTMENTS, INCLUDING OVERHEAD OR F..1
63a / LOCATION, MATERIAL, INVERT AND DEPTH _ J / �� 60 UNDERGROUND SIGNAL SYSTEM FIBER COMMUNICATION LINES, ARE THE RESPONSIBILITY OF THE PARKING PROVIDED 327 r
+� 1 ONE STORY PRIOR TO CONSTRUCTION sL L = - o EXIST. ABC UNITS TO BE RELOCATED. r-
L9.a6 MEDICAL BUILDING IEa ! SEE MECHANICAL DRAWINGS. APPLICANT/DEVELOPER. HANDICAP SPACES REQUIRED PROVIDED rT, p
Q 1 ¢ +26'9 EXIST. PUMP HOUSE WI BE REMOVED 18) THE CITY SHALL BE NOTIFIED IMMEDIATELY OF ANY TRAFFIC SIGNAL FACILITIES DAMAGED REQUIRED: 27 ^ 0
cs SEE MECHANICAL DRAWINGS APPROX. LOCATION EXIST. 2" WATER SERVICE DURING CONSTRUCTION. 300-400 PARKING SPACES=B HC SPACES)CO
O 10 1 j FOR PLUMBING RE-ROUTE CONTRACTOR SHALL FIELD VERIFY SIZE, �,H - - - - I AND WELL CLOSED PER APPLICABLE ( w U
V s26 LOCATION, MATERIAL, INVERT AND DEPTH(' AGENCY REQUIREMENTS. LANDSCAPING Q) O r
E-' p PPAP/NO GUY �/ PRIOR TO CONSTRUCTION - 1 1) IF APPLICABLE, A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES CAMA LAND USE: URBAN �j Q) O
X x L
SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND THE I -I p+ -
W - °I A/c zoxz0 /J J STAIR AND HANDRAIL AND STOOP PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIIiR TO THE RECORDING OF PUBLIC WATER AND SEWER BY CFPUA OF �, Ln LO,
[-� s/c,c/,c. THE FINAL PLAT. EXISTING WATER FLOW: 8,250 GPD 0 1 1 aSEE ARCHITECTURAL DRAWINGS ) EXISTING SEWER FLOW: 7,500 GPD + Zt1.�� ()2 NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN THIRTY (30) INCHES AND TEN F-�() LrJ�
z 0jt�l
CABLE Box 4 A/C zexzB A/c ASP RIVE /�� EXIST. ARKKING AREA EXIST. SDMH (10) FEET ABOVE THE GROUND WITHIN THE TRIANGULAR SITE DISTANCE. PROPOSED WATER FLOW:aRE-ROUTE EXIST WATER SERVICE s BIacN PUMP I 1 z366 3) PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING -tp RIM 22.27 (250 GPD/PRACTTfIONER x 30 PRACTITIONERS x 110%) 8,250 GPD r-+ HOUSE - -+° WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO CONSTRUCTION-'
AS SHOWN TO AVOID CONFLICT WITH U m 26.a, + lk2'I NV 20.37 PROPOSED SEWER FLOW: +� z
PROPOSED BUILDING °� 26,74 5 \ 23.782�365 ` WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION 250 GPD PRACTITIONER x 30 PRACTITIONERS p O O
cs Vcaoxao zaxz L6 a PIN A/cwx3o 2DRNN / 1 EP \ 1�30 FENCING. ( / ) 7,500 GPD ^ Q) r�ao
N PR�$E 2252 22.19 4) ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED I--14 M CA 0)a_z
II _ 8 / 1 't / EP -Jl EP ^ �w
RE-ROUTE EXIST. SS SERVICE B ING 9 JI H LL I WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURU THAT NO CLEARING, 5SP bg� Z •S� a .
PP AThT LINE ly 2 _ _ = J B•IB• HOLLY / w / 50' TEMPORARY GRAVELED GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. `' InZ
AS SHOWN TO AVOID CONFLICT WITH INI I 3 zo %1332 SF S I CONSTRUCTION ENTRANCE 5) NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT APPROVED � � -w
PROPOSED BUILDING \SAT EFFE=29.0 + 23al a6a 04 pD _ 0 xN�
II III B o + FENCING IS INSTALLED AND APPROVED PROTECTIVE FENCING IS TO BE MAINTAINED �.^L�
SS
FINE�• / �LiEGENDNORTH CAROEINA ENVIRONMENTAL � co O
1z• PIN xs• PINE 4. ' THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTORS SHAi_L RECEIVE ADEQUATE
III 11 Q "\"E INSTRUCTIONS ON TREE PROTECTION METHODS. MANAGEMENT COMMISSION a
I1 EXIST. Cl III 2 ?G J 4i by
IM 225 2.65 a 5 N u PO+WER B m B z �2 �RgNNCF �. p� / CFPUA ry - - PROPERTY BOUNDARY 7-t4-1b
EXIST. CI EXIST. 2J3° Q 3 EXIST. SDMH 1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) +25.71
EXIST. 15"RCP SIGN RCN LIGHT q/N '� n " B•/ByB' DETAILS AND SPECIFICATIONS. EXISTING SPOT ELEVATION
RIM 25.98 SD 26.aa //!/p I RIM 22.98
INV 22.98 I - ° cs + �io.zl w + FS + EXIST � 24 06iL / S INV 19.78 2) PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION COi;TROL REQUIREMENTS. O
11}-" - -- - - z �5 za.ez za61 a / EXIST. DI WATER METER S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS .-25. PROPOSED SPOT ELEVATION
FH 1 �• PINE I cs cs BELLS + /!178 r E INV 20.37
VAULT W INV 20.37 RIM 21.10 GIVEN THEIR FINAL APPROVAL.
S= ATkT LINE AT&T LINE TSF III TSF ,P c / - ' B• /' '"� PP INV 18.10 3) IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ® LIMITS OF DISTURBANCE
ew
P.
- - .ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSU _ZONE RPZ BACKFLOW
\\�2BOLC 5 +- - a.55 a 9N oP ( ) TSF TEMPORARY SILT FENCE
°'.'�XI:�L'5a ONC. SIDEWALK gvaLl'� ° za.ae sweEP SYOEP• as+rETw PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX. X Lliui�l
siv ° - - `' °- - - - SS - °- C - - - - - - - - - - - ° - J 4 ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL COMPLY WITH THE CFPUA'S
EXIST _� EXIST. 15"RCP = FXI 1 R P / EXIST. 15"RCP ) GA/�� 2,
p sn sn sn 23a9 sn �sn SD p CONNECTION CONTROL REGULATION. CALL 910-332-6419 FOR INFORMATION. TREE PROTECTION \�`\ �N Q/ ''%
25.9 EXIST. _ 243 1 EN / \ zwR 5) ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON THE LIST •'ESSI
Bac ENoBOC END DO NOT DISTURB _
(EXIST. 8" zs.za CONC. P 5�.Inp, EXIST. 8 23 - - - - - - - - - - a OF APPROVED DEVICES FOR USCFCCCHR OR ASSE. �;'Q-'••
SS SS SS SS �� SAS' SS SS JJ 2a3SsS S SS SS SS 'C vs SS SS -� SS SS SS SS S� 6 PUBLIC WATER AND SEWER EXISTING. '
EXIST. SDMH 252' k ) S E A L
EP -- _ _ - - - - + _ - +ATaT LINE- + - - - - - - 2EP30J z�zsa - - - _ - - - - -- 7) CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO DOING INLET WITH INLET PROTECTIO -
Z RIM 25.73 25 E IST. Cl �°° - - - - 9s EXIST. DI - - - 23a3 22.59 2210 Q
INV 22.18 RIM 25.56 EP RIM 23DI � EP E' ANY DIGGING, CLEARING OR GRADING. y 17374 Q`
1 AT&T' LINE 8) ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZER SENSOR.
INV NfV 22.01 INV 20.18 9) CONTRACTOR TO FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATIONS, SIZES AND EXISTING TREE TO BE REMOVED ' </`-1NE�.•' ��,
- - - - - - - p ••.....-
SITE BENCHMARK N MATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS. OREGOR' `
� CONCRETE LA DING PAD '�,
X CONIC. MONUMENT r� (SEE ARCHITECTURAL DRAWINGS) DRAINAGE PROPOSED CONCRETE AREA nulnll"
_ _ _ ELEV.=25.4, _ _MEDICAL CENTER _DRIVE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,> PROPOSED BUILDING ROOF DRAINAGE SHALL HAVE ROOF DRAINS WITH SPLASH BLOCKS.
a NAVD 88 DATUM 60' RIGHT OF WAY (PUBLIC)
- - - - - - - - - - - - RUNOFF WILL THEN SHEET FLOW TOWARD RIGHT-OF-WAY.
PROPOSED PERVIOUS CON ET DATE 04-19-16
a
W W W W W W W W W APPROXw LOCATION WRIST. 8" W W W W W W W W
DESIGN PGT
APPROX. LOCATION EXIST. UNDERGROUND UTILITIES o APPROXIMATE
(PARTIAL LOCATION ONLY) LOCATION
CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL
- - - - -
-� UTILITIES PRIOR TO AND . URING CONSTRUCTION -�
ENLARGED SITE PLAN DATE PRINTED
BAR SCALE 1 "=20'
MAY 2 3 21116
SS
For each open utility cut DRAWN MLV
of
City streets, a $325
permit
shall be e C I
VE
City priorr to to EiiIID
and/or ject
accept e >` ,; 1
SHEET 1 OF 2
�� �� 1t]

NOTE:
THE CRITICAL ROOT ZONE (CRZ) OF A TREE IS
WHERE THE MAJORITY OF A TREE'S ROOTS LAY.
85% OF MOST TREE ROOTS ARE FOUND IN THE
TOP 24" OF THE SOIL AND SUPPLY THE MAJORI
OF NUTRIENTS AND WATER. GENERALLY, ROOT
SPREAD OUT 2-3X THE HEIGHT OF THE TREE
CRZ
3' MI
NOTE:
CROWN OF THE TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND AND SOFTEN NOISE.
DO NOT DISFIGURE CROWN WITH
INTENSIVE PRUNING.
ORANGE SAFETY FENCE
OR ORANGE SILT FENCE
" (TYPICAL)
NOTES:
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BE
MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING
MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN
THIS ZONE.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO
AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A
REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE
SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR EQUIPMENT SHALL
BE STORED BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS CONSTRUCTION
EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO
TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP
WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON THE
APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE
MITIGATION.
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR
ARNING SIGN /WIRE TIES
TREE PROTECTION AREA /
DO NOT ENTER
ZONA PROTECTORA PARAI
LOS ARBOLES
PROHISIDO ENTRAR
AIDE
\ /
ORANGE, UV RESISTANT LRI 'III A
m IIIII HIGH - TENSILE STRENGTH „m 'III
POLY BARRICADE FABRIC (TYPICAL)
POST
FRONT VIEWyEW
°
RNVNG SIGN
RANGE, UV RESISTANT
IGH - TENSILE STRENGTH
OLY BARRICADE FABRIC (TYPICAL)
40"
TREE PROTECTION AREA
DO NOT ENTER
ZONA PROTECTORA PAR18
LOS ARBOLES
PROHIBIDO ENTRAR
SIDE VIEW WARNING SIGN DETAIL
NOTES:
1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
2, WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO
BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH
END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE
PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS
THAN TWO SIGNS PER PROTECTION AREA.
4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE
PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT.
5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER
CONSTRUCTION,
6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL
FIELD CONDITIONS,
TREE PROTECTION DURING CONSTRUCTION SD 15-09
NOT TO SCALE
OBSERVATION WELL DETAIL
NTS
6" PERVIOUS CONCRETE
-9" WASHED #57 STONE
NOTES:
1. CONTRACTOR TO SCARIFY UPPER 6" SUBGRADE
JUST PRIOR TO INSTALLATION OF STONE.
2. SHWT ELEVATION 16.33.
PERVIOUS CONCRETE
PAVEMENT SECTION
PERVIOUS CONVENTIONAL
CONCRETE ASPHALT
6"Concrete curb
extending to
bottom of
permeable
base
Fa■
PERMEABLE
PAVEMENT
AC9VRI6 PROMIBRED,
V-6" x 1'-0" x .080 STD. ALUM.
PERVIOUS PAVEMENT SIGN
TO READ "PERVIOUS PAVEMENT' C
BOLT TO WD. POST W/ 3/8" CANDIUM C
PLATED NUTS, BOLTS & WASHERS.
PRESSURE TREATED 4"x4" POST,
00
FINISHED
GRADE
12"
-III-III
III
-I
COLOR S
III-�-III
-
-
-
�-III-III
-
LEGEND AND BORDER - GREEN
III
-III
III
-III=
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
-III-III
I_
III
PERVIOUS PAVEMENT
SIGN
DETAIL
NTS
NCDOT #5 OR #
WASHED STONE
61991114
NCDOT #5 OR
WASHED STON
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACI
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUI
SURROUNDING THE INLET. SPACE POSTS EVENLY AR(
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEE
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE C_...
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE AND BOTTOM PLACINGA 2-FOOT FLAP OF WIRE
SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING CONDITIONS
BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. No
Date Description By
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF R1 UPDATED TREE DETAIL
CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. DED PERV. CONC. MLV
STEEL POST 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
WIRE FABRIC VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR
ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
FILTER FABRIC 4 MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
0
M
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 THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED
FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY,
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL
FABRIC SKIRT
QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
TED BY ENGINEER 8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY
PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG
ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR
SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT
LESS THAN 10 DAYS PRIOR TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO
COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING
UTILITIES WITH APPROPRIATE PERSONNEL,
11.
EXISTING SURVEYING PERFORMED BY DANFORD AND ASSOCIATES, PLLC AND SUPPLIED BY THE
OWNER.
v
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE
CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO
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INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK
UNLESS OTHERWISE DIRECTED BY OWNER. 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED
WITH A MINIMUM OF 36" COVER AT FINAL GRADE,
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
1
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. ALL WATER SERVICES
CONNECTIONS SHALL ALSO MEET AQUA SPECIFICATIONS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
r
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR
HARDWARE CLOTH
OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO
OPENINGS)
MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO
DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND
19.
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT SHALL BE A
O
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON
BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
'^
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
v 1
OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
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22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE
ill
OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE
CONTRACTOR.
23.
SEE GEOTECHNICAL REPORT NO. ---------- DATED -------, BY
FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION
SEQUENCE
�I O
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
F�
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
FENCE, CHECK DAMS, ETC.
^ 1--1
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT
a
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INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
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CONSTRUCTION.
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a
Ir�ll
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
MAINTENANCE:
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
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4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
INSPECT INLETS AT
LEAST WEEKLY AND AFTER EACH SIGNIFICANT (� INCH
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED
WHEN 0.5 FEET OF SEDIMENT HAVE
Ei
P i U
W
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY
LEAK OR FAIL. SEDIMENT TRAPS ARE
7
Z
SMOOTH TO AN EVEN GRADE.
OR OTHER OBJECTS
TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
CLEANED OUT AS STATED OR WHEN HALF FULL.
W
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5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
TAKE CARE NOT TO
DAMAGE OR UNDERCUT THE WIRE MESH DURING
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND
TO ACT AS A SEDIMENT BASIN
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O r , W
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
DURING CONSTRUCTION, REMOVE ACCUMULATION OF SILT
AS REQUIRED TO ALLOW PROPER
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AREA
6. COMPACT THEHARDVUERLY AND STABILIZED IT WITH GRoRAVEL INLET PROTECTION
ARE CLOTH A�N``1I G
NTS
PERVIOUS CONCRETE f ASPHALT
TRANSITION D ETAI L
NTS
B C D E F G
28' 27' 28' 1 42' 17.5'
6" PERVIOUS CONCRETE
a e e WASHED # 7 STONE (DEPTH VARIES, 9" MIN.)
e
0 0 0 0 o a o 0 o eO a°
0 0 0 0 0 0 0 0 0 0 0 0 0
III -III -III III _
-I � IIII-III- I I -III -III -III III -III -III -I I III -III -III -III -III III -III -I
-III-III-III-III III III -III -III -III III III III III -III -III III -III III -I
_I III III -III I FIII III III III III III III III III -III -III III -III -'III
-I I III -III III IIIIII-III-III-I I III III -III III -III IIIIII-III-III I I I
SUBGRADE
SECTION THROUGH PERVIOUS CONCRETE
NTS
SECTION THROUGH PERVIOUS CONCRETE DATA
PERVIOUS CONCRETE
ELEVATION
TOP ELEVATION
WASHED #57 STONE
BOTTOM ELEVATION
WASHED #57 STONE
TOP BAFFLE
ELEVATION
A
23.35
22.85
22.10
22.72
B
23.00
22.50
21.75
22.37
C
22.00
21.50
20.75
21.37
D
21.00
20.50
19.75
20.37
E
20.00
19.50
18.75
19.37
F
19.00
18.50
17.75
18.37
G
18.65
18.15
17.40
18.02
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6'1 MII
2" - 3"
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
1.5' CMI CL-4500
VINYL SHEET PILE BAFFLE
TYP. 5 PLACES
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. ^ (� z
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS F--I
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM T F� 1--il I,4
ENTERING STORM DRAIN PIPING. �f
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
S. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF p,..l O
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS,
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. ~� W E
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE. Z �I
NPDES GROUND STABILIZATION CRITERIA 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. E-4
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. �i w CQ
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
E)(CEMNS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HOW)
ZONES
SLOPES
7 DAYS
IF SLOPES ARE 10 OR
STEEPER
LESS IN LENGTH AND
THAN 3:1
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1
14 DAYS
7 DAYS FOR SLOPES
OR FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HOW ZONES
MAINTENANCE
PLAN
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z
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
2.
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
v
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
7'
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
•,
CC)
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENTROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
ll--ell
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
.�
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
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4.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
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FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
F+i
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
W
ACTIVITY ASSOCIATED WITH A SWALE,
Q)
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
�'
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
'C', C) In
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
_-_
L0
to
NOTE: PROVIDE GROUND STABILIZATION IN ALL AREAS OUTSIDE
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
(/j
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3
a
OF THE IMPERVIOUS SURFACES TO THE LIMITS OF DISTURBANCE
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
PER THE NPDES CRITERIA.
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
Z
Z
Co
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
r , 71
of
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
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6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
V2
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TEMPORARY SEEDING SPECIFICATION
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
(lb/acre)
SEEDING MIXTURE
SPECIES RATE
SPECIES RATE (lb/acre)
Rye (grain) 120
PENSACOLA BAHIAGRASS 50
Annual lespedeza (Kobe in
SPRING
SERICEA LESPEDEZA 30
LATE WINTER dt
Piedmont and Coastal Plain,
SUMMER
COMMON BERMUDAGRASS 10
EARLY SPRING
Korean in Mountains) 50
r cuEEr so
Omit annual lespedeza when
duration of temporary cover is not
FALL
TALL FESCUE 200
to extend beyond June.
WINTER
(BLEND OF 2 OR 3 IMPROVED VARIETIES)
German Millet 40
RYE (GRAIN) 25
SUMMER
In the Piedmont and mountains, a
small -stemmed sundangrass may be
SEEDING NOTES (SPRING -SUMMER)
substituted at a rate of 50 If/acre
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME
FALL
German Millet 40
A PEST. BERMU04GRASS MAY BE REPLACED WITH 5 Ib/ocre CENTIPEDEGRASS.
SEEDING DATES
Mountains - Above 2500 ft: Feb. 15-May 15
SPRING
SEEDING DATES
APRIL 1 - JULY 15
LATE WINTER dt
Below 2500 ft: Feb. 1-May 1
SUMMER
EARLY SPRING
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
FALL
JANUARY - APRIL
WINTER
AUGUST - DECEMBER
Mountains - May 15-Aug 15
SUMMER
Piedmont - May 1 -Aug 15
SOIL AMENDMENTS
Coastal Plain Apr. 15-Aug 15
SPRING
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000
Mountains -Aug 15-Dec 15
SUMMER
Ib/acre GROUND AGRICULTURE LIMESTONE AND SOD lb/acre 10-10-10
FALL
Coastal Plain and Piedmont - Aug 15-Dec 30
FERTUZER.
FALL
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
SOIL AMENDMENTS
WINTER
3,000-5,000 lb/acre GROUND AGRICULTURE LIMESTONE (USE THE LOWER
RATE ON SANDY SOILS) AND 1,000 lb/acre 10-10-10 FERTILIZER.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
LF/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
MULCH
LB/ACRE 10-10-10 FERTILIZER.
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
MULCH
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
USED AS A MULCH ANCHORING TOOL
WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
MAINTENANCE
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
SPRING
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS
SUMMER
GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT
MAINTENANCE
APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
FALL
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 LF/ACRE NITROGEN IN
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
JANUARY OR FEBRUARY, 40 LB IN SEPTEMBER AND 40 LB IN NOVEMBER,
OR OTHER DAMAGE.
WINTER
FROM A 12-4-8. 16-4-8, OR SIMILAR TURF FERTILIZER. AVOID
FERTILIZER APPLICATIONS DURING WARM WEATHER, AS THIS INCREASES
STAND LOSSES TO DISEASE. RESEED, FERTILIZE, AND MULCH DAMAGED
AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES AS NEEDED.
BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
-i-) --I -
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
a
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE, TEAR, DECOMPOSE OR BECOME
U
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
••-+
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE
0
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
00 O X N
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
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BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
E-4 I rZ
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING �Q
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL Q-
�,"
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. .4b
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
1111uu1//
CTLY OF
GTON
NORTH CAROLINA
Public Serviceso Engineering Division
APPROVED PLAN - NO PERMIT REQUIRED
Signed: ------------------------
Approved Construction Plan
Name Date
Planning
Traffic
Fire
For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
�N ..... '
S E A L -
- 17374 -
CREGO� \
/r1110 111101\\\
DATE 04-19-16
DESIGN PGT
DRAWN MLV
C2
SHEET 2 OF 2
16011

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BAR SCALE 1 "=40'
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00
71
77
ILOCATION MAP
NTS
PROPERTY BOUNDARY
- -- - -' 25.
� + EXISTING SPOT ELEVATION
.-25.0 PROPOSED SPOT ELEVATION
LIMITS OF DISTURBANCE I
FOR DRAINAGE DIVIDE PURPOSES ONLY
Q'11' OF
GTON
NORTH CAROLINA
Public Services Engineering Division I
APPROVED PLAN - NO PERMIT REQUIRED
Signed: -----------------------
' PROPOSED CONCRETE AREA 1(�
PROPOSED PERVIOUS CONCRETE
VV
r -
Approved Construction Plan
Name Date
Plann
Traffi
Fire
For each open utility cut
of
City streets, a $325
permit
)hall be required from the
City prior to occupancy
and/or ro1e�'v
ac I�(�
REVISIONS
I Description By
Pq
S E A L =
DATE 05-18-16
DESIGN PGT
DRAWN MLV
DI
SHEET 1 OF 1
16011