SW8060804_APPROVED PLANS_20061024

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW O
DOC TYPE
❑ CURRENT PERMIT
FIAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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- SITE #
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VICINITY MAP NOT TO SCALE
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DESCRIPTION EXISTING PROPOSED
PROPERTY BOUNDARY --- - - -- - - -•---
RIGHT OF WAY - - - -
EASEMENT
--•- -�-
STREAM
— ... ... —
MINOR CONTOURS
MAJOR CONTOURS
10
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CAS LINE
- -G — --- —G
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WATER LINE
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SANITARY SEWER LINE
—S S--- — —S S—
-S S
S S—
SANITARY SEWER MANHOLE
0
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
❑ ❑
.
SILT FENCE
TREE PROTECTION FENCE
-- TPF
TPF --
FIRE HYDRANT ASSEMBLY - " -4♦4
Site Development For
AUGUST 2, 2006
WILMINGTON, NORTH CAROLINA
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OWNER/ DEVELOPER
CRANE WHITE, LLC
100 EDGEWATER LANE
WILMINGTON, NC 28403
TEL. [phone]
WITHERS R"ENEL
E,MGI;MEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina 28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
] "=50'
APPROVED
NORTH CAROLINA ENV1R0N1v. 1`-"ii;L
ktkNAGEMEEW COMMIS&O
DIVISION OF WATER OUAUI i Y
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INDEX OF SHEETS
SHT
0.0
COVER SHEET
SHT
1.0
EXISTING CONDITIONS AND DEMOLITION
PLAN
SHT
3.0
GENERAL NOTES
SHT
4.0
SITE PLAN
SHT
6.0
GRADING, DRAINAGE, & EROSION CONTROL
PLAN
SHT
7.0
OVERALL DRAINAGE AREA PLAN
•
,
SHT
12.0
STORM DRAINAGE DETAILS
SHT
13.0
INFILTRATION SYSTEM DETAILS 1"
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11 SITE DATA TABLE 11
DEVELOPMENT DATA:
USE: ONE 2-STORY MEDICAL OFFICE BUILDING
BUILDING FACADE MATERIAL: BRICK
1st FLOOR AREA- 11,854 S.F.
2nd FLOOR AREA- 11.869 S. E,
TOTAL BLDG. AREA- 23,723 S. F.
BLDG. COVERAGE- 11,963 S.F. = 11.7X
SETBACKS- RE(?U1RED
FRONT 20 FT 31 FT
REAR 20 FT 135 FT
SIDE (INTERIOR) 10 FT 158 FT
SIDE (CORNER) 20 FT 37 FT
BUILDING HEIGHT 45 FT 37 FT
PARKING -
MAX ® 1 SPACE/ 170 S.F GFA
MIN 0 1 SPACE/ 250 S.F GFA
MAX SPACES PERMITTED= 140
MIN SPACES REQUIRED= 95
**TOTAL SPACES PROVIDED= 95**
(40 OF WHICH ARE PERVIOUS PAVEMENT)
076-100 SPACES PROVIDED, 4 HANDICAPPED SPACES
REQUIRED
**HANDICAPPED SPACES PROVIDED= 4**
IMPERVIOUS SURFACES --
BUILDING (PROPOSED)- 11,963 S.F.
SIDEWALK (PROPOSED)- 4,771 S.F.
PARKING (PROPOSED)-
TOTAL- 44,850 S.F. (43.8X)
PERVIOUS PAVEMENT- 4,445 S.F.
GENERAL NOTES:
1. NEW HANOVER COUNTY PARCEL NO:
3126(10) - 26 - 9050
3126(10) - 35 - 0806
3126(10) - 35 - 1975
p/o 3126(10) - 25 - 7510
2. TOTAL TRACT AREA. f 2.35 ACRES
3. ZONING: 0&1-1 (CO)
CASE# CD-7-1004, APPROVED NOV. 3, 2004
4. CAMA LAND USE CLASSIFICATION. URBAN
5. ALL DESIGN AND CONSTRUCTION SHALL BE IN
CONFORMANCE WITH THE CITY OF WILMINGTON LAND
DEVELOPMENT CODE.
6. ACCORDING TO FEMA MAP COMMUNITY PANEL NUMBER
370171 0010 B DATED APRIL 2, 1986 INDICATES THAT A
PORTION OF THIS PROPERTY IS LOCATED IN ZONE B
(AREAS BETWEEN 100 YEAR FLOOD AND 500 YEAR
FLOOD).
TED
006
PROJECT NAME: WISTERIA MEDICAL CENTER
PROPERTY ADDRESS: 2210 WISTERIA DR.
W&R JOB #: 204385
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COOR121NA110 NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF WILMINGTON
AND THE STATE OF NORTH CAROUNA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT: IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEQUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK. AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
4 ALL FEDERAL.. STATE AND LOCAL PERMITS ARE REQUIRED PRIOR TO FULL
CONSTRUCTION RELEASE. THIS INCLUDES. BUT IS NOT LIMITED TO. STATE
STORM WATER, STATE UTILITY EXTENSION PERMITS, WETLAND DISTURBANCE
PERMITS. CITY STORM WATER, TREE PROTECTION PERMITS, ETC.
QENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES. HAVE BEEN TAKEN FROM A MAP PREPARED BY MICHAEL
UNDERWIOOD, P.L.S. OF MICHAEL UNDERWOOD do ASSOCIATES, PA.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES. HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES. TELEPHONE
CABLES. WATER LINES* ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SMALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROEM OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 'CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
S. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (WO) 632-4949 AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
& CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNEC11ONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOUTION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS. CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES. ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
THAT
VICE
& OFF -SITE PROPER71ES SHALL BE MAE. SANITARY INTAINED
DURING THE CONSTRUCTION AND STORM SEWER EPROCESS BYTHE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOU11ON
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
& TIES
INCLUDING CABLE. GAS. TELEALL PHONE RELOCATION
VD ELECTTRRIC ANDALL �ANY OTHER UIISTING OVER �ES THROUGAND H
�THE,NS17E WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT _CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCIIQN bIMESt
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CASE OF ANY GRADING
ACTIVITY.
3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
6. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING
WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3, SEDIMENT WALL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WALL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS
USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
S. 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.
6. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS
REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTANIMATED PART OF THE
GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. AFTER ALL SEDIMENT -PRODUCING AREAS
HAVE BEEN PERMANENTLY STABLIZED. REMOVE THE STRUCTURE AND ALL THE UNSTABLE
SEDIMENT. SMOOTH THE AREA TO BLEND WITH TEH ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER.
7, INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 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.
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
T SEEDING SCH
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - .NNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
Seeding Mixture
SPECIES RATE (I BIME)
Rye (GRAIN)
20
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 150
AND COASTAL PLAIN. KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMEE
SErF IFS
RYE (GRAIN)
Seeding dates
R/�,N fL9 MEI
40
RATE (L B f ACRE)
120
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 _ AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 7,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES. CONDUITS. FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES. ETC...
2. CONTRACTOR MALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSI004 OF WORK, SUITABLE BARRIERS,
FENCES. SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES. VEGETATION, FENCING. ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE. PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
MALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS. STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCA11ON OF ALL PIPING PRIOR TO CONCEALMENT: DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE. COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14 ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT. ETC.. THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
17. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE
TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
18. ONCE STREETS ARE OPEN TO TRAFFIC. CONTACT TRAFFIC ENGINEERING (RICHIE
BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.
PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF
STREET NAME SIGNS.
19. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN
AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL. DEVICES) STANDARDS.
20. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT
ALL TRAFFIC SIGNAL FACILITIES AN EQUIPMENT ARE SHOWN ON THE PLAN. ADD
A NOTE TO CALL TRAFFIC ENGINEERING AT 341-78M FORTY-EIGHT HOURS PRIOR
TO ANY EXCAVATION IN THE RIGHT OF WAY.
21. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.
GENERAL WILTa NOTES
1. ALL STORM SENDERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
OF WILMINGTON AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
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EXISTING UTILML-NOTES
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1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
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LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
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2. EXISTING UTILITIES AND STRUCTURES SHOWN. BOTH UNDERGROUND AND ABOVE
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GROUND. ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
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DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
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TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
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TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
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U11UTY CONTACTS:
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1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
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1-800-632-4949
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NOTICE REQUIRED
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ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
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PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE MaNITY OF SAID UTILITIES.
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CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
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THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
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CONTACT "CAROLINA ONE CALL" AT
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EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
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1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS
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CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
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CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE
MET AND NCQENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 343-3910 FOR INFORMATION.
2. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST Seal
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
THE WATER METER BOX.
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER
SHALL COMPLY WITH THE CTY'S CROSS CONNECTION � OQ O��5S1Qk4
CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION. = Z a L
4. WATER SERVICES CAN NOT BE SET AND ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANTS'SCERTIFIATIOENG1N��
ISSUEDCOP AL APPROVHAVE �" CALL 343-3910 PROVIDED AND N�FOR �INFORMATION.
S. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE
PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED
COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO
THE PIPES WITH DUCT TAPE THE INSULLATED WIRE IS TO BE
STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS.
THIS WARE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER
METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
6. ALL COMMERICAL WATER SERVICES AND ANY IRRIGATION SYSTEMS w
SUPPLIED BY CITY WATER SHALL HAVE A BACKFLOW PREVENTION
DEVICE ACCEPTABLE TO THE CITY AND APPROVED BY USCFCCHR U I CC0 CG
OR ASSE. CALL 343-3910 FOR INFORMATION. J 0 N N
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7. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER. CAM AND }U-- w Z f\
TELEPHONE SHALL BE INSTALLED UNDERGROUND. = Q Z N
8. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO �: � 0 0
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM LU Z V V o�
TRAFFIC CONTROL DEVICES). ❑ Z
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9. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER p U o F-
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY. m o
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
10. MECHANICAL EQUIPMENT do ALL TRASH RECEPTACLES SHALL L
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING
11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION Q
AND PROTECTION DF EXISTING UTILITIES DURING
CONSTRUCTION. CALL U1000 AT 1-MO-632-4949.
CALL BELLSOUTH O 1-910w-392-8712. Q
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12. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND l J
REPLACEMENTS OF ANY UTILITIES, CURB do GUTTER,
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PAVEMENT. ETC. THAT MAY BE DAMAGED DURING W a
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED U
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND =
13. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE W W
FLOW TO EXISTING DRAINAGE PATTERNS. > W Z
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Job No. 204385
Drawn/Designed By: LJT
Checked By: MNH
Date: 08/02/2006
Scale: NOT TQ SCALE
Revisions: A10/09/06
Sheet:
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Drawn/Designed By: UT
Checked By: MNH
Date: 08/02/2006
Scale: 1 "-20'
Revisions: &10/09/06
Sheet:
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%0 SECTION Y-Y
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MOW !0" 10 $a" PIPE I. 101m
%L.�.i
01101E 41' TO 54" PIPR 3S UB®
DETAIL SHMNB MUM
OUTFALL PIPE
SECTION X-X
BW1AL 1011ES1
UM: CLAN "S" 001ICl1ETB TH WIIMRIIT.
PROVIDE ALL CATCH BA1sI01 OVER S-61 1N Wm NUN Wes it.
ON CIJITSiI. IRE OTM INIC1 LOWLY K" am. RRANIN6 sm.ea.
OP s01ML WTRIOTiat - 1ENdUMO POUR, a" ISSAY. 0 M BAR BOOM AT
12 CBIrtlR6 AS OVEIR11R NY 71E C101INEf01.
W 1�
FOM FOR THE Op1A1TIl011 OF THE 01T01 ILAY.
IF NEfIIP0110101 COM1a011E PIPE Ii 8ET IN EUrM SLAB OF =, AIR TO RM
AN am sm. IM, 040.00.
UB0 TVFE "E". 'F" AM •a" OFATE1 11111.111115 011aawl! INOMT1111.
0i rsr I011T OR LM1 UN a" MLLE Af01 aolTar aLI11. OYMI
6 -10 -O' I NOW UR E SM" AM 9011 SM. AVANT
OLMNTIT118 AOOIl01INLY.
omwn r WITH PIPE atalli IM701liNE.
C1LA[R6l ALL EJWOW 0011lRd i".
ORANINB NUT we so".
OR ww SECTION J -aI
I1a11EW To W nm IS teal
RIPRAP INVERT 9.00
APRON /
f f- INVERT = 8.90
SECTION Y-Y
1N®IB 4e TO $4, PIPE III IIW
A
PLAN
8' SECTION OF HALF A 24" RCP
1. ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIFORM SPREADING OF STORM RUNOFF,
2. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL).
LEVEL FLOW SPREADER
N.T.S.
GRATE COVER
�SY ACCESS
NYLOPLAST 12" GRATES "O„VERS
N.T.S.
STANDARD GRATE HAS H-25 HEAVY DUTY RATING SOLID
COVER HAS H-25 HEAVY DUTY RATING PEDESTRIAN GRATE
HAS H-'-10 MEDIUM DUTY RATING QUALITY: MATERIALS SHALL
CONFORM TO ASTM A536 GRADE 70-50-05 & A48-CLASS
1.12 30B MATERIAL- DUCTILE IRON GRATE W/CAST IRON FRAME
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES
FRAME & GRATE/COVER
STANDARD
APPROX. DRAIN AREA = 60.62 SQ. IN.
APPROX. WEIGHT WITH FRAME = 40.68 LBS.
^"^11LE IRON GRATE
AST IRON FRAME
INLET AND OUTLET ADAPTERS
AVAILABLE a THRU 15"
IRIOUS TYPES OF OUTLETS WITH
kTERTIGHT ADAPTERS
OR: ADS N-12 SDR-35 SEWER
.;CHEDULE 40 DWV CORRUGATED
PVC RIBBED PVC
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PLAN OF TOP SLAB
PLAN
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TOP 6.
(m ON EL£Sl. M AM ElIPAN6ION JO
E>p'AM6ION JOINT a'-0" io �4 J pEPNEBNED BUTTERtllae
ELEVATION
NONK1. C= Alp BUTTER ON LIGHT BRACES
ANBION JOINT N01e+L Bnin LINE
ON �• w WAV
aUTTER LINE
EI�ANBION JOIi1T� :- �_ "
1' •. -1
ELEVATION
NORMAL am AND BUTTTRI ON STEEP avm
NINi0101
OI�10EaR
Am
ONANTITIfR FOa OONd1E7E OATCH WINCRAM ON 01m. N.
WITH NB Minot)°
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• RIS011 HAS .= CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
STD. MANHOLE
COVER, SEE SD 14-01
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RAM-NEK JOINT
MAT'L OR
APPROVED EQUAL
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5' MIN:
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A
AS SPECIFIEDMANHOLE STEPS
PRECAST MANHOLE
SECTION, A.S.T.M. C
478
MONOLITHIC
CONCRETE BASE.
33000 PSI CONCRETE
16' MIN.
NOTEI EXTENDED BASE MAY NOT BE REQUIRED VHERE
MANHOLES ARE GREATER THAN 4 FEET INSIDE DIAMETER.
PRECAST MANHOLE: SD 14-11
N.T.S.
MARKED-
SANITARY SEWER OR
STORM DRAIN AS REQUIRED 1;- "
TOP OF COVER 2.125" •75"
1.5"
" 5"
4.75" 1 0.5"
A A 1'-10 1 /4"
/2 2'-0 1 2" 0.5"
2'-9 1 4"
2" BOTTOM OF COVER
PLAN SECTION "A-- A"
NOTE:
RING & COVER CONTACT SURFACES SHALL BE MACHINED SO AS TO INSURE EVEN BEARING OF COVER ON RING.
MINIMUM WEIGHTS: RING 190 LBS, COVER 120 LBS.
STANDARD MANHOLE RING AND COVER
SD 14- 01
NOT TO SCALE
NYLOPLAST 15" DRAIN BASIN
N.T.S.
15"
VARIABLE
INVERT HEIGHT
OVERALL
*(2)
W14t
V m„.
*(2) MAXIMUM RECOMMENDED *(1) ADAPTERS CAN BE MOUNTED ON ANY
' ANGLE 0' TO 359'. TO DETERMINE
OVERALL HEIGHT 10
MINIMUM ANGLE BETWEEN ADAPTERS
SEE DRAWING NO. 7001-110-012.
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PLAN
NOTES:
0 0" • THIS PRWA6'T DMOLL NAY BE ueElT FOR TIE FOLLOWING
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• INITALL FROMM EGON .6 NI7N R11100 AND PAY
FOR IN ACCOISIANCE WITH SPROIFLCAp TION 6OOTION d- IV -,
IL y
1,_O" • 118E 4000 Paz OONORE'1E. Q v
+' PWO aOE ALL REINPORCING STEEL WHICH IS FM ASTM M16 lam- W
FOR OMd0 AM TI 00 WIRE FAINIC QOIa°OIBISIIB fA
TO ASTN Al" WITH 2" WIN. �.45
a ! + !LACE LIFT HOLES ON PINS sN ACCCd11GANC1 WM >
H2 OSHA drmN ta06.T04. E M
* PIPE TO 8L WROUTEO INTO MAC01" AT 410@ SITE SY � UJ0
Hi I GONNTRACTOR
• ALL ELMTB PRECAST TO OW AM 4113.
+ WELDED WINE FABRIC NAY BE StMOTIrdrE0 FOR REBAR
" AS LONG AS THE aA1E AREA OF STEEL 18 PNOVICED.
1 -0 - - - - l • CHMM ALL CONOW 1' OR HAVE A RAD[OG OF 1".
e" o.o.lrn'crMRr
FOR BIW�sin NOTE: THE IDNINtlE BAN SM 04ALL BE N BARS
AT 6" M.THB CONTRACTOR WILL HAVE THE OPTION J
SIDE TO INM AMVA TNss BAR am AS Imm. .
ENDEALL DIMENSIONS
FT.
YIUMS
NIN.INAX.
HIN.IMAX.
MIN./NAX.
NIN.IIMIX.
MIN./WWI.
PIPE 0M.
BAR SIZE
N1(FT.)
H2(FT.)
0 (FT.)
W1
MRt
1.0
M5 6 8"
1.2512.00
2.0013.75
1.2811.76
S.00/3.r5
5,5o1s.OD
1.25
AIS It 8"
1.2512.00
3.0013.78
1.9519.00
3.80/3.76
0.5016.75
1.50
#5 0 6"
1.2512.00
3.00/4.25
1.3012.50
3.80/3.76
6.8016.75
2.0
N6 4 an
1.5019.60
4.0014.75
1.7612.80
4.00/4.25
7.8018.25
2.6
06 S S"
2.5013.50
4.0019.00
2.0013.00
4.6015.50
10.00111.50
8.0
#5 0 8"
3.0013.60
6.0018.00
9.15/3.30
5.25I5.76
11.501t1.75
3.5
05490
3.2514.50
6.0010.75
3.2513.50
0.00/8.76
12.00/13.25
4.0
05 S S"
3.60/4.50
6.50/7.00
3.2513.50
6.50/6,75
13.00l18.25
4.8
N5 0 8"
4.0015.00
8.50/8.50
3.2514.00
7.0016.25
13.50115.75
5.0
N5 E 8"
4.60/5.00
7.0018.50
8.2514.90
7.28/8.25
18.76115.75
5.5
N5 0 8"
4.60/5.00
7.5018.50
3.2514.00
7.2519.25
14.00/15.75
6.0
N5 6 8'
4.5015.00
7.50/8-50
8.2514.00
7.7619-25
14,75/14.75
• INJECTION MOLDED FITTINGS ARE
AVAILABLE IN TEES, WYES, REDUCERS, 45' BENDS AND
BELL,/BELL COUPLERS.
* WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE
SUBSTITUTED FOR WATER TIGHT APPLICATIONS
CLEAN OUT END CAP FlNISHED GRADE
ADJUST GRADE PER ENGINEERS PLAN
INJECTION MOLDED ST
*INJECTION MOLDED ST 45! WYE WBEND
(OR INJECTION MOLDED TEE) Aers
INJECTION MOLDED, GASKEIEDSPIGOT BY BELL REDUCER*INJECTIONCONNECTION MOLDED ST
90! BEND
INJECTION MOLDED WT HDPE PIPE OR
TEE FIRING PVC SDR 35 (TYP)
ROOF DRAIN DETAIL WITH CLEANOUT
N.T.S.
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Job No. 204385
Drawn/Designed By: LJT
Checked By: MNH
Date: 08/02/2006
Scale: NOT TO SCALE
Revisions: 1 10/09/06
Sheet:
12.0
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