SW8060810_APPROVED PLANS_20061027

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWTeU (`�_1_
DOC TYPE
❑ CURRENT PERMIT
E, APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATElpiE��,
YYYYMMDD

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Site Development For
VICINITY MAP
DESCRIPTION
PROPERTY BOUNDARY
EASEMENT
STREAM
STRUCTURE
MINOR CONTOURS
MAJOR CONTOURS
GAS LINE
OVERHEAD POWER
WATER LINE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
TREE
CONCRETE
SILT FENCE
TREE PROTECTION FENCE
FIRE HYDRANT ASSEMBLY
CERTIFIED WETLANDS
(N. T. S.)
EXISTING
10
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PROPOSED
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PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIG HTSVI LLE AVE, 8-13
WILMINGTON, NC 28403
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CAMPUS
Q UARE
JULY 1212006
WILMINGTON, NORTH CAROLINA
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LONGLEY WILMINGTON
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D.B. 1970-756
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D.B. 1970-708
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M"RTIOM
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina 28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
A MBRAF,AM
CRUMY
N/F
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PRELE
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CLAM/UDE
ALBERT BLAIR
R-10 ,Iwo
USE ,a»Ru
COVER SHEET
SHT
0.0
EXISTING CONDITIONS PLAN
SHT
1.0
GENERAL NOTES
SHT
2.0
DEMOLITION PLAN
SHT
3.0
SITE INVENTORY PLAN
SHT
4.0
TREE PRESERVATION PLAN
SHT
5.0
UTILITY PLAN
SHT
6.0
GRADING, DRAINAGE, &
SHT
7.0
EROSION CONTROL PLAN
LANDSCAPE PLAN
SHT
8.0
STANDARD DETAILS
SHT
9.0
UTILITY DETAILS
SHT
10.0
LANDSCAPE & EROSION CONTROL DETAILS
SHT
11.0
INFILTRATION SYSTEM DETAILS
SHT
12.0
DOT PLAN
SHT
13.0
II SITE DATA II
DEVELOPMENT DATA:
DENSITY-
2.6 AC. O 17.0 UNITS/AC= 44 UNITS
PERMITTED- 44
** 36 UNITS PROPOSED *"
COVERAGE- (MAX. 30% PERMITTED)
2 BLDG. O 8,544 SF= 17,088 SF
**7.54%**
IMPERVIOUS SURFACES:
BUILDING - 17,088 S.F. (15%)
PAVEMENT - 26,108 S.F.
WOK -- 1,014 S.F.
TOTAL - 44,210 S.F. (39.1 %)
PERMEABLE PAVEMENT - 7,885 S.F. (FOR STATE
STORMWATER PERMIT USE 60% - 4,731 S.F.)
TOTAL IMPERVIOUS AREA = 48.941 S.F.
PARKING- (36-3 BR UNITS)
O 2.25 SP/ UNIT = 81 MIN REQ'D
02.5 SP/ UNIT- 90 MAX PERMITTED
TOTAL SPACES PROV'D= 90
H/C SPACE- 4
1. NEW HANOVER COUNTY PARCEL NO.:
3137(11) - 67 - 0139
3137(11) - 67 - 0047
2. TOTAL TRACT AREA: 2.60 AC.f
3. ZONING DISTRICT: MF-M (CD)
4. LAND CLASSIFICATION: DEVELOPED
5. THIS PROPERTY IS W1 WITHIN A SPECIAL
FLOOD ZONE AS DETERMINED BY THE FEMA MAPS.
6. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS
OPEN TO THE PUBLIC TRAFFIC ARE TO MEET
MUTCD STANDARDS.
7. ANY BROKEN OR MISSING SIDEWALK PANELS
AND CURBING WILL BE REPLACED. G
8. ALL PAVEMENT MARKINGS IN PUBLIC �(/ -'D
RIGHTS -OF -WAY AND FOR DRIVEWAY ARE TO BE
THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
9. ALL DEVELOPMENT SHALL BE IN ACCORDANCE
WITH THE CITY OF WILMINGTON LANDDEVELOPMEN
DISTRICT REZONINGTCODE A DII�f HE CONDITIONAL \\
,�\s OF
CD-11-405-M406.
10. MUST CONTACT TRAFFIC ENGINEERING AT
341-7888 FOURTY-EIGHT HOURS PRIOR TO ANY
EXCAVATION IN THE RIGHT OF WAY.
11. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL 9 �Gi.'p
ALL TREE PROTECTION FENCING AND SILT FENCING
HAS BEEN INSTALLED.
SITE INVENTORY NOTES:
1. SOILS TYPES: SE, MU, AND CR,
2. THIS PROPERTY IS NOT IMPACTED BY ANY AEC. 1�1
3. THERE ARE NO CONSERVATION OVERLAY
BOUNDARIES AFFECTING THIS PROPERTY
4. THIS SITE IS NOT IMPACTED BY ANY RECOGNIZED
HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE.
� O
5. NO CEMETERIES WERE EVIDENCED ON THE SITE. �.
'Q EA {;
6. EXISTING VEGETATION HAS BEEN LOCATED AND IS 03131
LABELED. =
7. WETLANDS HAVE BEEN CERTIFIED & PERMIT FOR % G, .41GINe::'
PARTIAL FILLING HAS BEEN SUBMITTED.//i�RRY 5.
S. THERE IS NO EVIDENCE OF ENDANGERED SPECIES
OR HABITAT ISSUES ON THE SITE.
WITHERS & RAVENEL
CAMPUS SQUARE 204479.10
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1. ALL TOPOGRAPHY, BOUNDARY. AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY PAUL
TALBOT., P.L.S. OF TALBOT SURVEY PA, LAND SURVEYORS — LAND PLANNERS.
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Revision
Designer
Wde;R
Scale
1 •=30•
Drawn By
Date
BCC
5-12-06
Checked By
Job No.
MNH
2O4479.10
CAMPUS SQUARE
, WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA
EXISTING CONDITIONS
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
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CLAUDE
ALBERT BLAIR
ZONING: R-10 LAND
USE: RESIDENTIAL
R
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031315
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ab l 2 c��6
IC SCALE
15 3(
inch — 30 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenei.com
60
Sheet No.
1.0
1 i' 't �" � � r � y i r l ' i ti i f .a • f
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COORDINATION 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 CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK. AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL_ NOTES:
1. ALL TOPOGRAPHY. BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY PAUL
TALBOT., P.L.S. OF TALBOT SURVEY PA, LAND SURVEYORS - LAND PLANNERS.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES. TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -GTE.
6. 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 (800) 6.;2-4949 AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. 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 CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS. SLABS. STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS. PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY. STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE. SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
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
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE:, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
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.
Date
Designer
W&R
Scale
Drawn By
Date
BCC
5-12-06
Checked By
Job No.
MNH
2O4479.10
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTRQL ANQ SEQUENCE
OF CONSTRUCTION NOTES:
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 CALENDAR DAYS OF CEASE 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.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE 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.
STABILIZATION NQTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES. STOCKPILES. AND ANY OTHER
UNSTABILIZED AREAS.
P RMANE T SEEDING SCHEDULE - MIXTURE_ 52
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 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
SKQES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN. KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER.
Wlixt3
Lt 3 N � *'m
FALL
RYE (GRAIN)
Seeding dates
RATE (Ll3Z&ME)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SETT NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER
NORTH CAROLINA
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 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.
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 SUSPENSION
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 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.
5. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT
AND THAT LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
6. NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THESE LIMITS.
7. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
FENCING HAS BEEN INSTALLED.
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
SHALL 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 (LEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
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 MALL 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 ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL UTILITY NOTES
1. ALL STORM SEWERS 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.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
GENERAL NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO (MOUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN. BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY COIN„ AT CTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-OW-632-4949
NOTICE REOUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
UTILITY NOTES:
1. EXISTING SANITARY SEWER SERVICE & WATER SERVICES
ARE CONNECTED TO THE EISTING BUILDING. NO ADDITIONAL
SERVICE IS PROPOSED.
2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS
CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE
MET. CALL 343-3910 FOR INFORMATION.
3. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
THE WATER METER BOX.
4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER
SHALL COMPLY WITH THE CITYS CROSS CONNECTION
CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
5. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANTS'S
CERTIFICATION HAVE BEEN PROVIDED AND N.C.D.E.N.R. HAS
ISSUED "FINAL APPROVAL"
6. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, AND
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
7. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
8. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
9. MECHANICAL EQUIPMENT do ALL TRASH RECEPTACLES SHALL
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL U. J_OCO AT 1-800-632---4949.
CALL BELLSOUTH O 1-910-392-8712.
11. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENTS OF ANY UTILITIES, CURB do GUTTER,
PAVEMENT. ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
12. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
FLOW TO EXISTING DRAINAGE PATTERNS.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 2W3 tel: [phone] fax: 910-2W2W www.withersravenel.com
Sheet No.
._. __.. - - - .___ -i r - -r• - -.r ems ,r. �:�`-C,�.rT r�'�..-) j Tom. , .T jS rr77
,T'.

_ _. i{.' . ! ! pia.:.. a . �, •.a•. 1 � .____._ i'i: _ . ... _ �'_`:i ti !'�l�'•!i:�'� Z M_.'1;_i115ts°�'_i=g ! `n �f:f_..[:-,_.:1
DRIP LINE
Y / /
/
—
�1
1NV 34.61 `
__---••-----�-----------_-----_-_= �`---�_~_� n
-- - - _-_- ----- ---_ — 39 OAK 1
_ — — --_ ^ — _ — — ._— -----J — / AN
\`I--------------------•--•------------._-----------------------^--� fY -------....--- 1 111- I
-------------------------- ------•-------------•-•---------- --------------
.._.....__.._---� --•- ~. -- - � �� —��� ��y
�_ _ + ^ — — — — -
- — — — — — — —
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/� ' —1 — — � -._
A-:::
TWIN ! I 48" OA 1
— /
�� _ - r - - _ - 1 ♦ 15" SY " SyC l N 83'41'30" E , 449.8fi' 1 \ �K —\
i
RE
/ -74 F� rI�
.K�ywyrl s�0' — ry 1 DA f S
oak It �- �� —~1 7" SYC — _ — \ \ ♦\ `\ , 1�- -- ` ` 1
S RE
77/7
/ / f j 9,. S a�s1 ``� S YC \ \ � `� \ \ ~ � \ ♦ � L- -
e" OAK / / / i j / ♦ \ `AV I /1 1 1 { EX. DRIV TC�
/ ! 1OAK 1 1 - \ \ \ \ ` 1 y I BE CLOS
41
BLDG I
TWIN 1
�t.6 0 �/ // // ' // i ♦\\ \\\ \` !` `\ \\ -r II 11" DOG }}
1v / 13"
N F /, / / // i \\\ \�� `� \♦\ I I \ EX. BLDG. � 1 \ 1 ' 0
U . D . R T. OF
Y6- OAKII II I/ /1 ♦ \ `\ ` _ \ I I BE REMOVED \
L.L.C. _ \ \ o
N C, •I. -v l I i / r r ` \ \ 24 PIN X14" PI
z
D.B. 1970-�-708
ZONING: MF-M (SD) \I/ / J I f
LAND USE: �� I I X,.31 i,/ GUM f ' TO\�E MOVED ``♦ �`\// SINE \ \� h� 1! 14" INE }
APARTMENTS1`�I
3
f
\\ �� _ _ EXISTI LIGHT POLE AND \ 1 " lOG i �� CA
N• I I `� `I' `I' �'�_ \ SOCIA D CABLING TO BE `°
•- / oak lift / 1 "OAKOMPANY
�,� _-__ -- -- _- ---
e 1 EMOVED,! COORDINATE W/ UTILITY\� �♦
lk
EX. Bt[17
G. TO \♦
OAK _ _ I I 1 BE REMOVED i♦
/
1 .� .I/ 18" OA* `I' ` V\ �`�'— _ — Y — f — J �\ I b PINk
1 / IV L �V �r - - -a1 r- - Ali _ _ - *V \� I `♦ ¢I ' // 1 I 4 i }
1 y •� /\—_ — \\ 1� EX BLDG
oa � y \ �I/ �l/ �I/ �1/ / / �I/ ` , GUM
„ �> � 5"��E\ I k �
� .I. .I< �/ .1. i y •V � .V � w �C ry � � � .lr �V` J \ i
EX BLDG I ! I Ili EX. DRry iTO
_ I i`\ 5" PINE 1 �1�y EX. BLDG. TO ti 1 BE CLOS
�~ ^J' — I \ PNE /l /I I BE REMOVED — 1
\ 1
� I IEX. 1 / \
i ,LII � l� MOVED. TO
/1� 14' X:\
NE \ _��// j !! 1I 2 \ 1132 OAK
�I/ �!/ - � 2 ' �.!-{�f r t � / r \ \/ + I f
\\I 4� PINE/ 1 4' �I�II I ^ 5" PIN
`r' -`' `1, `i' `�' — /� I I I Jq jr(
W 4 1 V� W // l ;� PINE` ` ; 2- NE � 2" PI{VE/ ` �4 P�II/ f/�� I I \
i
� / � - r l I 3..,{ I f i 1 1 >fr �+�' � L I , / " `
1!/ J/ .1/ / _ - J/ // 1- _ �// 12" Pm1 - r 1�'=�INE� ` E/ EX BLDG 1 I - I � f fi
15" PI ttE- ., / I N / % �-1_3 61 N E // � ♦ � fl j \ I 1 �11
Qi �l/ �/ J/ `l/ 1`l/ �16 " F I P 7 / �/ / ;� " % / / I I ,1 / i TVv i N , i Iy.,_. - J w
Y � / � N / � 1
' () " i q, I PINE "�zNE/Pi�� I �\�IIdE / /// I I\ i f I / \„ \ I
— _ 3 12 SOAK
r-�/ 1\ \ I I `L /PEC 1v I ��jj DOG, f
PIN \ ♦ . 9" P{NE I / / I I I
y- �/ / Ci/ �r P 1/ �' E 1 " oo�w000
I 3" PINE !I
I / 1-v
,V �V 1 '1/ ks w `� ! 1 1 TWIN
_ ` TWIN TWIN
/♦ l/ r1s \ -{ oal ♦r/ / -� I! \ 1 f \ \ 8" ID G e G 4" 4"
AK �r \I y �/ /' .V .k/ N q/ �'l3) 1 o" .v -I/ II `V V PINE 1 8"
AR
10" �AK OAKS f-�`� _ �`- �/ J/ 1 1 \ - ---------------- \� -_ _ -\ - __----
---------------------
STONE` - cw� - -
_ _ -__ -
a• OAK POP/ / - ��--------�—=-r--'-----�---- — — ---
MON. -� -- — — — _ ___ --__ �__-- �_== 83`59'=-225.85 _35 _ _
S 84'14 05 W 302,, 9' / a 3� /' 32' — N/1 33" — — 4 1 E DOG 18" NE 3
Rk
U.D.R.T. OF
/ N C, L. L. C.
/ D.B. 1970--708
AK—CL STER /
/ ZONING: MF-M (SD)
LAND USE:
CLUSTE
// I APARTMENTS
W
Revision
Designer
wa�z
Scale
1 ~=20'
Drawn By
Date
BCC
5-12-06
Checked By
lob No.
MNH
2O4479.10
AND
ALL �-
1
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER
NORTH CAROLINA
DEMOLITION PLAN
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
xT,
i
II 1
i } 111
1 �
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"
}
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REM=3 .95
INV=25 89
I �
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PIN
}I
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38 OAK 1
al }
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}
1
NOTE=
PRIOR TO ANY LAND DISTURBING ACTWITIES
TREE PROTECTION FENCES S"LL BE IN5 {ALLED
AU34G THE DRIP LINE'S OF ALL EXI5TWz TREES
LABELLED AS TO BE RETAINEDr NO STORAGE
OF MATERIALS FILL ETC. AND NO PEDE57MIAN
OR VEIIICULAR TRAFFFIG 514ALL BE ALLOWED
INSIDE OF THE FENCES DURING CONSTRUCTION.
Tree Protection Fence Detail
AB
CF
ALI
ZON
u5
1
•a SEA r
03131
FjyG I � 4
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: 910-25fr2584 www.withersravenel.com
Sheet No.
3.0
. . . .... . ....
7+.,';'iY,ri:trri,,q�ssjij"{;555?
4,Lt;Jllir f .r
M.ut

1
FIRE .LANE .NO PARKING
LUI4I44V. 111V1 Lrti1.N
USE: INDUSTRIAL__--
-
- - r ,ter f` �� �s� v s �►
FIRE LANE STRIPING DETAIL
N.T.S.
NOTES:
1. OUTLINE AND WITCHING OF FIRE LANE SHALL
BE 4 INCHES IN WIDTH AND RED IN COLOR.
2. LETTERS SHALL BE 1 FOOT IN HEIGHT, SPACED
3 INCHES APART, AND RED IN COLOR.
3. TEXT SHOULD READ EVERY 100 FEET ALONG
DESIGNATED HATCHING SHOWN ABOVE.
4. COORDINATE WITH FIRE MARSHALL BEFORE
INSTALLING.
Alaimo
.0010
DEVELOPMENT Q.ATA:
¢i i - DENSITY-
agof Q 2.6 AC. 017.0 UNITS/AC- 44 UNITS
-CIO 00 � 3 � � --�� �- _'` -` -
r r- (pUBL1C , -�-- amOWR g` i ¢_ r �� / PERMITTED 44
36 UNITS PROPOSED **
� moo� � � � COVERAGE- (MAX. 3QX PERMITTED)_ - r 0W! !! ���/ �� 2�� * O 8,544 SF= 17.086 SF
--- i
00
aft
�� BUILDING HEIGHT -32' FACADE
wo
ow wo
SW SW�,� s / ��i IMPERVIOUSBUILDING ACES: 17,088 S.F. (15X)
ON00s��sss��-'¢��l�00
��� ��� PW SEKT - 26,1081 S.F.
rOrAL - 44,297 S.F. (39AX)
¢ ¢ I� PERMEABLE PAVEMENT - 7,885 S.F. (FOR STATE
No ¢ TOT MW TER PERMIT PERVIOUS AREA=48,94145 F1 S.F.)
CITY OF WILM. DRIVEWAY �.� �- f - ^ _ r lNV•s�
� � � �� - � T - - ^ - - � � � PARKING- (36-3 BR UNITS)
APRON / TURNING MOVEMENTS,�: J - - - - - - _ - - _ r� � �' j
TO BE RESTRICTED TO: �,� � �` / _ - .5 S / U UNIT 0 81 MIN REQ'D
D
RIGHT -IN &RIGHT -OUT � •� � - � � a2.5 SP/ t1NIT= 90 MAX PERMITTED
mm 61 TOTAL SPACES PROV'D- 90
H/C SPACE- 4
OPEN SPACE - (MIN. 35X REQ'D.)
N �p 2.60 AC. 39.640 S.F.
** 61,701 S.F. ( 54.5X) PR0V`D. •*
FUTURE 10' MULTI -USE PATH,
PAYMENT IN LIEU TO BE RECREATION AREA - (FAIN. 50X OF OPEN SPACE)
\ \ -
SIDEWALK COST 12 19.820 S.F. ACTIVE dl: PASSIVE AREA REQ'D.
30.640 S.F. PASSIVE AREA PROV'D. +'*
MADE FOR 5 r n
C V (REMAINDER FOR ACTIVE AREA TO BE MADE AS
l PAYMENT -IN -LIEU)
r _ _
-� \ / .5' SIDEWALK OR N 83`41'3D" E 449.86' 4 �
! EIP
qt
O ' a „ J/ y \ Y �-~r TYP I TYP 1. NEW HANOVER COUNTY P . 72 3\ / T I } ARGIL NO.:
\ \ , f _ r ` E /� 3137(11) - 67 - 0047
R
4/ 14/ \1/ -t/ �4/ f R25 S 11 2. TOTAL TRACT AREA: 2.60 AG.t
9• 5' S 9�R' '��, 3. ZONING DISTRICT: MF-M (CD)
y y y y ,
4. LAND CLASSIFICATION: DEVELOPED
-T R STREET SETBACK 5. ADDRESS: 370 do 376 S. KERR AVE
PROPOSED ASPHALT PVMT.
14/ J/ PROPOSED ASPHALT PVMT. _ HANDICAP 4�/6. THIS PROPERTY IS bW WITHIN A SPECIAL
/ FLOOD ZONE AS DETERMINED BY THE FEMA PARKING SIGN, g' WIN 0G 1 _ l MAPS,
y y 1 � A � / TYP -� g' 9` 9' C p`.1 T
y , 9 7. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS
N /F �. �V R5 RV R5 TYP TYP TYP R5' ' J OPEN TO THE PUBLIC TRAFFIC ARE TO MEET
J.D.R.T. OF y `�
I .•,.,, � T MUTCD STANDARDS.
NC, L.L.C. y y 30,640 s.f�
- 708 PASSIVE / � p.P4 E 8. ANY BROKEN OR MISSING SIDEWALK PANELS
B 19 7 0 20' AND CURBING WILL BE REPLACED.
y y REC ,.REA -4/ 13GUM 4' 0 1 a, 1 R , 2 1N c 12' 9. ALL PAVEMENT MARKINGS IN PUBLIC
N1NG: MF-M (SD} �V 2 14 EOP -E P
LAND USE: R25 -
APARTMENTS y �V y RIGHTS -OF -WAY AND FOR DRIVEWAY ARE TO
25 � 12 ,�i 13E THERMOPLASTIC AND MEET CITY AND/OR
� �G vl � _ NCDOT STANDARDS.
R5' S R5 R5' 4 cn 10. ALL DEVELOPMENT SHALL BE IN ACCORDANCE
y y -- - WITH THE CITY OF WILMINGTON IJWD
m 1 >\? DEVELOPMENT CODE AND THE CONDITIONAL
a DISTRICT REZONING ORDINANCE
--- - `� V) CD-11-405-M406.
FIRE LANE
//-
y PROPOSED ASPHALT PVMT. 24" 5 - MUST CONTACT TRAFFIC ENGINEERING AT
24" C&G,
y y y STRIPING, TYP C&G. t 1. 341-78M FOURTY-EIGHT HOURS PRIOR TO
TYP W W (A TYP �JK - i ANY EXCAVATION IN THE RIGHT OF WAY.
y I 12. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL
ALL TREE PROTECTION FENCING AND SILT
U y y
R5 FENCING HAS BEEN INSTALLED.
' r � �F� � � R2S,
W y y y DUMPSTER ,.. v
PAD dl '� IISITE INVENTORY NOTES:
.CO y ENCLOSUR$ R
y *� \
' FIRE LANE
49' 1. SOILS TYPES: SE, MU, AND CR.
cD Q -1/ 14/ y y y \
a ,V ' �' y \ Y NO PARKING v
y y 1I/ .V �- \ p r. \ s, 2. THIS PROPERTY IS NOT IMPACTED BY ANY AEC.
w SIGN", TYP
y y y �, y ,I, ,I/ •1/ y y y 6' `�ONCREre y � \B LD G. #�2 6' CONCRETE B LD G. # � r S• 3. THERE ARE No CONSERVATION OVERLAY
SIDEWALK --.STORY SIDEWALK 3-STORY a: 5 CO C ET BOUNDARIES AFFECTING THIS PROPERTY
N y y y
�I/ �1/ J/ y y y y y .
5 AN
SIDEWA 4. THIS SITE IS NOT IMPACTED BY Y RECOGNIZEDl y A P 46R ENT B LD G. APARTMENT B LD G. HISTORIC OR ARCHEOLOGICAL SIGNIFICANCE.
y •L/ .I/ v/ y .L/ .I. .I• .I/ •v .I. a/ .v V,. .I, y UNITS 1 8 UNITS
5. NO CEMETERIES WERE EVIDENCED ON THE SITE.
' s s' conlcRETE \
y W ELAND y y y y y y y y y E\ r F. F.E. = 39.75 SIDEWALK �� 6. DEL D VEGETATION HAS BEEN LOCATED AND IS
AREA TO y F. 39• 7 5 20' R W 4 N
.� y y y y y y .v y y y 8,544 SF /
REMAI�( 8,54� SF DEDICATION \ � k 7. WETLANDS HAVE BEEN CERTIFIED do PERMIT FOR
UNDISTURBED �, y y \ 1 l PARTUIL FILLING HAS BEEN SUBMITTED.
y y y y y y y y y y �, y I FOR SOUTH <.
I p WIDENING i RR s. OR HABITAT ISSUES ON THEE IS NO EVIDENCE OF ENDANGERED SPECIES
y y � . � }
y y y y I '22,1
y y y y y y I 4 N 1 ENE
y y y y y y y y I j
X '
20' SID Y ETBACK `2 .
L-�- _ _ ,�
CL
y y --�- -�.-� �--- �' y � y I G TWiN�4 OG4D G � .'� S
,4/ �L y 4/y y y W E7313
(0 ,^
y �1/ J/ y y y N y y y >< N �!
'� ••.FINE,•' \`�
STONE j
� I
S 84`14'05" W 3Q2.79' S 83'S9 45" W 225.85' _� `4'06
Revision: -
Designer
WBcR
Scale
1 "=20'
Drawn By
Date
BCC
5-12-06
Checked By
job No.
MNH
2O4479.10
ADDRESS: 370 & 376 S. KERR AVE
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA
D.B. 1970-708
ZONING: MF-M (SD)
LAND USE:
APARTMENTS
SITE LAYOUT
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-8
WILMINGTON, NC 28403
I GRAPHIC SCALE
20 0 10 20 40
1 inch - 20ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.wiO*mravenel.com
Sheet No.
4.0
t
3
S

1
r -
aw aND 201"
an
Moil, mom Wo 00
N.
WE 00 10000 own ,as go
VW so we ago ago
low JIM lot so* Z
r � 300
-^"
VM __r-.. a-� �� ;'` /f� ~GENERAL GRADING NOTES
_. �- �'� ,sue `��� 1 �, a -- .. 0, 00 rw r7-19 .} ,..' vlf ��I E HAS BEEN
r - _ 1.
- ..r• _ J � � -. -"-y- �.-_.. - _ �' ____ . _._-� � P �� `REASONABLE CAR EXERCISED IN
o -�"' � � � `� �� ('� �>� -'`� SHOWING THE LOCATION OF EXISTING UTILITIES ON
i - LOCATION OF SUCH
TREE � / THE PLANS THE EXACT
-� �; PROTECTION ' r/ ®F g / UTILITIES IS NOT KNOWN IN ALL CASES.THE
a- -c'��aF, •� -- E FENCE TYP.``GY-` CONTRACTOR SHALL EXPLORE THE AREA AHEAD
• f �� I ELECTRONIC DOF THE UNG OPERATION
IO DIGGING OBSERVATIONS,
�'---t�'34-(1""_�w.__ f� �. `<rA Ea/OPT y ''� r ✓AND _ _ sow f` 'J> J�� �' T PERSONAL CONTACT NTH THE UTILITY COMPANIES
�- _ EP
ENDWALL DOT _ 3,n
, \ ONION--- /� '\ i / .� IN
_ ORDER TO LOCATE EXISTING UTILITIES IN
STD 838.01 - , WN,� ` r t N r INv 34.61 `� -,� f�� EY r r' l`l s 5a `1'E I' ADVANCE OF THE TRENC ONS SD AS
ENDWALL DOT- _ = ' _ ;
0._�� ■I`II■■■�i• 1•�1•■■■�■■■■■fr _.. - _ 1 HING OPERATI
i TO AVOID AND PREVENT DAMAGE TO THE EXISTING
STD 838. 1 <, A� f �■ ■ ■ ■ ■ ■ ■ ■_ ■_■ ■ ■ ■_ - - _ _ _Yra'- {���, 1 I UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL COST RESULTING FROM ANY DAMAGE TO
lr. �e.it-.BS..- !� ■ mouse
_......_ _... ._- _. _ _•F. _ .. _- ..__ -_ '-_ __ __ ._.. ...... ___ __,.._ _, - .`,.. �_ i /`�f .._._. ry.-
___--
__ _--.-_ - -..._ ___ _ _ __ �,...r _ _ -�„`, � _` i ; jt � -, � (�; ,-", THE EXISTING UTILITY LINES INCLUDING BUT NOT
LIMITED TO REPAIRS AND LOSS SERVICE REVENUE
low Im
■ ■ HECK DAM -- _ .� -^-"- - --' - r;� _ _ i,, ' _ , �w �' OR SHALL ARRANGE FOR TEMPORARY
r ,__ I CONTRACT
60� -3fi" RCP 0.3 C - - . r - _ ._ - -� _ _ - i -- .. _ cc -%__- - . - c�/° .t r ', PORT OF EXISTING
-- . _. - _ - _._._- r oo-�� 1 4 V SUP
i. SUCH AS 3Q.7 - - - _ ... __ ._. . -- -- -- - _. _- _ .-�_ _ _ .._ - _._ _ -°- - "� -- �' -. _ -_ __. _ _ " 'f ' <` ,' CONDUITS. FIBER OPTIC CABLES, TELEPHONE
-
1 1 _
- - _ t
Ii SvEi
. f . ETC..
'Jim
'-•, � CABLE WATER LINES ETC
2. CONTRACTOR SHALL COMPLY WITH THE LATEST
e r)4o,70 39.00 5 REVISIONS AND INTERPRETATIONS
f °J-p/° 3$ OF THE
r r ; raP/°
o.a��` �~ _ •-- y� - -' �- L r 3 - / � � , i j `� `",� ,. 1 � 4 � 1 LABOR SAFETY HEALTH
- - �` t r. REP REGULATIONS OF
AND
� i J r„,--:• � I i E I REGU � CONSTRUCTION PROMULGATED
f 9.4 ` _ ` SI i �`t :I UNDER THE OCCUPATION
x2 .. . 3 1 \ `,`v'i' _ K s '3 AL SAFETY AND HEALTH
_ ACT.
_ - -E CE
c i•
'E
I
K • -
:'
i
�.� �.�--- _�. CON r-� �• i a _ TRACTOR ',_-..• .Y �. SHALL PLAN
r •!-IAND CONST
RUCT WORK
r
,; ..
_ 8.4 SILT FENCE' �c+�^
.r 1 4 �I A .� '/S TO CA
USE MINIMUM f� � • :, - M INCONVENIENCE
TO S i �. P _ I TO THE
, "` :' - • t a;' OWNER AND THE PUBLIC. THE CONTRACTOR
3 r Srss, , 3z. J90Eo _ . SHALL PRO MAINTAIN AT ALL
VIDE. ERECT AND
'aAx 1_71},tr� _ 3 _ TIMES DURING THE PROGRESS OR TEMPORARY
f s' RETAININd WAIL
� � e
�-
X11; g
►_,�A►s_srOW AWAV �ir_.,,rW•.wrsVrrrrsr.wrrrArrr.��FENCES
SIGNS OR OTHER AD A ROTECTION,
MEN AND WATCHMEN
a1•�_ � f r _w ~ AV AW
���AV
� � -PUBLIC
AS ENGAGED
�ArAW le-7r�r
s��1
isAwAff Ar.rrrrirrr�►srr�s.r-�-tee wrriria �'JNECESSARYINSURE
w��rw+rwrii�r� I����rr3AliYt1YY•::f7E:�?•ssl
OF
, 1
PUBLIC AS WELL AS THOSE ENGAGED IN THE
�11/rrrrrifrr'^►r-/Wrr.Errrril/r
-
.. 39" ` 39 : x� SIGNING
s 17
oa,{, i � .5 � -- --- -- � � __ _._ ._ '� � � � _ "` � � i I ,� _ `- � SHALL BE IN ACCORDANCE WITH THE LATEST
�, ', `'•'" 'i EDITION OF "CONSTRUCTION AND MAINTENANCE
7 i i OPERATIONS SUPPLEMENT TO THE MANUAL ON
60.00 LF 15 HDPE 0� �106 LF 15 HDPE 0 0.307a
;,J / 5. 1� > PRO
" 7 t fit' rll �{' NCDOT.UNIFORM TRAFFIC CONTROL DEVICES" BY THE
GETAT�DrI r 1 cn ca xis 4co Y *'
1
�� 87 0 X70 _
1 NFILTRATIO ^ _ 4. ALL MATERIAL CLEARED AND GRUBBED BY THE
N /F � FILTER �.J^r I l CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
ol
�V Ji i v \ 12 �, '„j 1 , ,P 92 SUCH A5 TREES, VEGETATION, FENCING, ETC...
/ 1 r. -� 4, 1 �; SHALL BECOME THE PROPERTY OF THE
N C L. L. C . X 1 ` 3 ti 4 ! CONTRACTOR AND SHALL BE PROPERLY DISPOSED
s GS 19 f ' 5s -; 65
+ J OF OFF -SITE OR BURNED IF PROPER PERMITS ARE
D.B. 1970-70$ P OSED j R °R/CONr_R \ t, h:', {
f � HAD WA ' , cn �. �`' ,' � 5 � `- " RECEIVED.
ZONING: MF-M (SD) .L �.i z9= 3 1 .� 3j 1 ,r4 �7E I, �.
'�` � } 5. PROTECTIVE FENCING IS TO BE MAINTAINED
~ THROUGHOUT THE DURATION OF THE PROJECT AND
LAND USE: ! f
/ \ � r � 24AWE _> CONSTRUCTION
APARTMENTS ��, 7 ;� ll 31.°3THAT
� � M ` o � ♦ 34.7 �'4 t� U � l �� t J^ `� � CONTRACTORS CLEARING AND
RECEIVE ADEQUATE
y� jE_s ss SILT FE �;tcs ® s �2op' E '"� ° • F INSTRUCTION ON TREE ).. 1 i
cs ` W ' �' ` t AND METHODS.
PROTECTION REQUIREMENTS
,
r'
gj �4
'r O 3� } ` _ P'1°- r 3�,�- ?+�� P i ' 8. NO LAND DISTURBANCE INCLUDING TREE REMOVAL
M - - -- - - w J" M ` - � - ; - FE.a [ so° IS TO OCCUR OUTSIDE THE GRADING LIMITS.
�_ �� EPd C R �' i .M MCR RM1
��857. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL
_ 6 - v ti, 3s,47 ! \ SS �a.7s 4Pv1 ; ALL TREE PROTECTION FENCING AND SILT FENCING
- AK . _ _ _ - TAN/snot_-,_- . - �- I 1 �� 'f 35x HAS BEEN INSTALLED.
SS - S' \ i
1 w,1 X27 �_.,.�, � S5- % � � � E 133.E \ � � f ,1 �,J7. - ` �
I , cs-li i 3 rl 03 �� 'a o6 . 1 TEM RARY
mil• j`�' logic�I� 1! - j '�--� I CON UCTIQN
10 r' / TREE - 3 EN NCE ! i
! _PROTEUON v, �,1r - 38 39 Q < i 38 C j 38 C �\ M
FENCE TYP. r ( I
, . •,30.64 1 �
` I . � 1 , f I6PfN (}M� f
GS,7J. Vr` W W �/��,/!y��,, "_ `-^ _ �- ._.. __ .... W - ` I.7 r < �.32.
SOA9 Y;5 C 3.7 f .< y �_ 29 '� 27
K .S f` 31.01 jIt
-
i I
d" FEN/LV
Z `�C28U 7 j i < �` L�� 3
�Y I .V y •I. 1 RFOPOSE ■`■ ■ ■ N ■I,■ � 1" ■ %� � Qc M J/ �►. � k L IJ G - 2/ l l r` f P�°oD �� i LIMITS; OF C RING �
' > RETAINING WALL = 3 AND GRADIN
II `I, \`I� v�l, I' `'. �_ T '�"-i� �'[%J° i
1 W W W W W W W W 1 4 W 4= - `�i W W I, ` � I O N \ I. �`35PfNf" f . ,3 ,31. 1 1 T S�
.'�E�TAP 3°34 APARTMENT P't L LD &1 ,, ,, f � ,v y
ffl
f 'IN UNIT 18 J ` N34' i E
� ycs.27 +39 ' 30AK z fd
:37.s9 • • F . I_ . 3 7 5 Ez t7 s«c c$ F .E - J l j • 826 '4 ;
W � �f{ J/ *li
[7.49 i `294- il�072 "�]SPINE 59 F E i,1�8.p . t 038.g5 i E }
.i;hJ
. ° l
'"E0.3G ��.&6 N i � 1
%�cs as i �V �I/ _ .ad/�>I 1 Ji / i NE swEo ° 4 £D �° 4LA
.V �V . ROOF DRAINS (SEE
�28 % DETAIL ON SHEET
r4Al �Y
G10.0)
}(28.76 r tS 8
■28. 9 16PINE � 3. + ;,-3313PECAN22 i .=• \° . ; �. i 1 �.!
W75AfFE `'' oG° - /' - - ``c6 rV ���.4 F ` _ `.'
f j\�✓'1 I - j
INF74PI
26.3- V7 Vi W J..� l S W \4/ 5 �'79pfNE ,f. I `s� y�35-225°OG ' _ f3 'K 7 is
�s i r� v 4 TWIN/ rJ E11 .:i ,02 _ },
Li�
Gs ' /' ___s - :4`IspINE``� J,1'.a713PiNE ' ,30
ppf, L'1 f l i 38
`V - _poaKs 3 fi-7' *'�I/ �V 1T cP' 1 `�i
� / �{/ � � l r � T l,>�i " �l/ �I/ �l/✓ -- � � �;,�/t� �� ;:�TwiN °fir v� � � � � j! `t
16 15 14 17 > 3 t
a7.,4 ' •ii f .li PROPOED . `
-�
CGS �RETAINING ALL - - _
_ ---~ " - ._ 5
off
7.12 , "'~ 4 =41 �xYa:9 r d6•.. 1, 7 7i7; . ,..ti,.
STON aoAlc `� `wit /�V �f/ �!/ w �I/ �L �V �L y �I/ _ ` ■■■ii■ ■■ ■■■■ ■■m- ■■■ ■■■■■ ■■■_ ■■■■■■ ■■■_■■■■tom TI�X zl ° ao T ° N ��'rf o�ooc oP I 1 t1
p - `
E / =3.78 _3.EVgg �. - _.. _ - r
MON, _ __. 5. . . _.. �„r_�_.. ' f
- ( S 84'14 05' W 302,, 9' so° IiV _ __. -- -- - - _. - -__' ✓" e$
z9 / ! TOF c�ErD ��p.9s X31 s _ _ .- a3� - B t ..- 7'+J_ScJ f°
[ wp/eNN°f. N�F3� j�.,9
EXISTING WETLANDS 6 U . D . R . T. OF J' rF, s wn/F� COP ,S I '� 6 ,
Storm Design Table = 37,068 SF c, ,`{1; ,
i !i1:39.0� �. �:
`A. / Structure Structure Line Len th Pi a Class Pipe Size Pipe Sloe Inv Elev U Inv Elev Dn Gmd/Rim U N C, L.L.C. ;EP = g SEA,
_
EXISTING WETLANDS = 37,068 SF (0.85 AC., tit ;- 0�}31
AK�6�TFR 9 P P P P p D.B. 1970-708 _ _ �
(From) (TO) 00 (in) (°�) O O (ft3
6 5 60.00 HDPE 15 0.30 36.20 36.02 38.65 / ZONING: MF-M (SD) WETLAND IMPACTS = 7,804 SF (0.18 AC.)
LAND USE: r' �� ° •�I `
5 4 106.79 HDPE 15 0.30 36.02 35.70 38.65 1 APARTMENTS - u //?RY
4 1 3 104.21 HDPE 15 1 0.30 35.70 35.39 38.60
3 2 12.00 HDPE 18 1 0.33 35.39 35.35 38.10
2 1 8.00 HDPE 18 0.25 35.35 35.33 38.45
10 4 71.50 HDPE 15 0.29 35.91 35.70 38.60
9A 9 78.43 HDPE 15 0.32 35,85 35.60 38.30
9 3 71.50 HDPE 15 0.29 35.60 35.39 38.00
8 7 97.00 HDPE 15 0.30 35.72 35.43 38.20
7 2 26.50 HDPE 15 0.38 35.43 35.33 38.20
2 12 10.00 HDPE 15 0.30 33.86 33.83 38.55
12 End 255.00 HDPE 15 0.72 33.83 32.00 38.45
16 15 40.00 HDPE 8 1 0.50 37.00 36.80 38.50
15 14 53.49 HDPE 8 0.50 36.80 36.53 38.50 GRAPHIC SCALE
14 13 83.98 HDPE 8 0.87 36.53 35.80 38.50 20 0 10 20 40
13 9 26.76 HDPE 8 0.75 35.80 35.60 38.75
18 17 40.00 HDPE 8 0.50 36.95 36.75 38.50
1 inch 6a 2 ft
17 14 42.50 HDPE 8 0.52 36.75 36.53 38.50
Q�Revision
Designer
W&R
Scale
1 0w20'
Drawn By
Date
BCC
5-12-06
Checked By
Job No.
MNH
2O4479.10
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA
GRADING, DRAINAGE, &
EROSION CONTROL PLAN
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
7.0
- i �' r �,r.' pjr �.l J11 it GF T:,;i4,
+ r�r ' '. 1 s. r .r � r .s � i � � � �.j i' r trw•, �� fr�!'i �1 1�1 r,"R li!?,rl'�js l.c. p=.'�l lTp '�. 1', s`
, - `I

GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296. ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS. CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1.
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS. HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS. ETC. MAY AFFECT PLACEMENT.
11. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"-1" (121) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'-4"). WIDTHS MAY EXCEED 40' IF NECESSARY.
3. USE CLASS "A' CONCRETE WITH THE SURFACE HAVING A ROUGH, NON—SKID TYPE FINISH.
4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.
Ill. ADDITIONAL NOTES:-
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL STOP SIGN. OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS. U.S GOVERNMENT
PRINTING OFFICE. WASHINGTON, D.C. 20402.
GUIDELINES FOR WHEELCHAIR RAMPS
GLLYl111V111 v11r7w r1
WHEEL STOP DETAIL
N.T.S.
3000 PSI
CONCRETE
BITUMINOUS
SURFACE
ASPHALT RAMP P
Inc a nor 4n. i c1 roc
6'
I SIDEWALK I
12:1 MAX.
.PAVEMENT CURB
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
9"
5"� /2 — #3 BARS
4"
EDGE OF PAVEMENT
APACTED 1/2" DIA. STEEL RODS
iE COURSE (i4 REBAR) COMPACTED BASE COURSE
2.0' MINIMUM LENGTH
SECTION A — A
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
A V J IN• 1" DEEP WITH 118" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 55 INTERVALS. OyE 1 /2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1 /2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
1 /8.
GROOVE JOINT (5' MAX. O.C.)
1 /8" RADIUS
4 . a e - 3600 P.S.I. CONCRETE
4 °
4
X COMPACTED SUBGRADE
CONCRETE SIDEWALK DEML
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS 3600 P.S.I. CONCRETE
or
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO GRASSED ARE6S ANQ PLANTER5
CONCRETE SIDEWALK
N.T.S.
Designer
W&R
scale
N A
Drawn By
Date
BCC
5-12-06
Checked By
Job No.
MNH
2O4479.10
1
RESERVED
PARKING
a 12"
MMMMMON
RESERVED
FOR
R7— a SMALL
Go
SIGN APPROVED FOR USE VEHICLE
UNDER GENERAL STATUTE 20.37.5
COLA PARKING
LEGAND BORDER —GREEN
WHITE SYMBOL ON BLUE BACKGROUND ONLY
BACKGROUND —WHITE
SIGN R7-8
OR R7-8a
SIGN
GOES HER R7-81)
BLUE
1 'REFLECTIVE'
COLOR
WHITE
'REFLECTIVE'
COLOR
FINISHED GRADE
4 ti i r 4.
HANDICAP PARKING SIGNAGE
N.T.S.
a�D
a
0
SMALL VEHICLE SIGNAGE
N.T.S.
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT
THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED PLAZA
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED
BY TEMPLATES. A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.
ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED
WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT EXISTING
TO ALL RIGID OBJECTS.
1 /2' R 6" 18'
3" R 1/8" R
A -
O A O
.o.
a . 6"
LEVEL
I 21C _ I
1�
TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
/4' 1'-0" SLOPE OR AS SHOWN ON PLANS)
24" CURB AND CUl TIER
(REVERSE SLOPE(
CURB AND GUTTER
N.T.S.
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA
M
9D.
,�� r~ !
�! r
I
ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
,000 P.S.I. CONCRETE
6" X 6" W2.0 X W2.0 W.W.F. REINFORCING
oo MIN. 2" DEPTH
0
6" CA.B.C.
Xx COMPACTED SUBGRADE
CONCRETE PAVEMENT DETAIL
N.T.S.
FIBER EXPANSION
1 /2" JOINT WITH SEALANT
_ 4" CONCRETE WALK
RAINAGE FILL OR
UNDISTURBED SOIL
NOTE: SEE SOILS REPORT
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX.
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES. TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION ,JOINT
i" CRUSHED AGGREGATE BASE COURSE
�%�11 X/11i/\1i/\1i/\1�/\�i�\�i/\�i�\�`i\�i� COMPACTED SUBGRADE
GRAVEL PAVEMENT DETAIL
N.T.S.
10'-0' MIN.
�SCORED LINE
11' DEEP
6" CONCRETE I SIDEWALK
EXPANSION JOINT 1/2"
6" DRIVEWAY APRON
PLAN
30,
W
co
rr PLAZA
13'-0" PAVEMENT
10, TO 12' VARIABLE
0 1/4" PER 1'0"?
EXISTING PAVEMENT
5'-0'
EXPANSION JOINT
SECTION A— A
1x6 ACROSS ENTIRE OPENING
FOR CONSTRUCTION ONLY
JOINT PAVEMENT 3/4" DRIVEWAY
SQUARE EDGE OF
EXISTING PAVEMENT
FORMING DETAIL
RESIDENTIAL DRIVEWAY STREETS WITH NO CURB
SD 8- 05
N.T.S.
STANDARD DETAILS
' _
—r _. r41
+1r �,
1 f r•� r _ 'a'!
_
ir2,
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
CYDG gIc
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: 910-256r2584 vv rw
withersravenel.com
j ✓�; ;-.
— SEA
• 0313 =
G I N
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Sheet No.
9.0
l

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PA ou 09
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CRATE SECTION
GRATE TOP ftv.
N/A
Zk 1311.1r.t1IUM
Cam]
In LN $ft '
(frff"] I 1 Ern
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GRAZE SECTION.
aw mm.
AMkte CLIO
ume Ama
HrAW OM
• .a•- A---1'�.
2'-6"
MIN
Our
FA eaac o
WHERE R/W WIDTH PERMITS
LARGE CAST IRON METER BOX
MAX .
TYPE "K" SOFT COPPER TUBING ' — SUE k ER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY 1" WATER SERVICE
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS SD 4— 0 6
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS N . T. S.
Designer
WdcR
Scale
N/A
Drawn By
Date
BCC
5-12-06
Checked By
)ob No.
MNH
2O4470.10
G
vM
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SHEET 1 OF 3
838,01
I I
I I I I
I I
lam-•—� I I�—� I
PLAN
OPTIONAL CONSTRUCTION JOINT
ELEVATION
CLASS
I OR 11
MATERIA
CONCRETE
CLASS "A"
2-2 1/2" HOSE NOZZLES-
6-60 degree threads per inch
4 1/2" PUMPER CONNECTION FACE
TO CENTER LINE OF STREET
4 1/2 " Steamer Nozzle- National Standard
4-60 degree threads per inch
WORD 'WATER" ON COVER--t
C.I. VALVE BOX
+ j GATE VALVE MIN. SIZE 6 —
TURN RIGHT TO OPEN
SLOPE AS INDICATED ON PLANS
PLACE GROOVE R
BELL
LFAGEDOF PIPS OF WALL g9 / /
s
CONC .
PIPE #4-OARS
121,
e
FOOTING
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR-"X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
LOC-
PIPE
DIA.
SINGLE PIPE
DOUBLE
PIPE
15"
18"
24"
30"
36"
42"
1 48"
15"
18"
24"
34"
36rr
42"
48"
BARS
rrXrr
rrXfr
rrX"
"X"
rrxrr
rrX"
Y"
rrXrr
Y*
nX"
rrX"
"X"
rrXrr
"Xrr
rrxn
Y*
rrXrr
Y*
G
OTY,
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
AI
QTY.
-
-
-
-
-
-
-
1
1
2
2
2
2
3
Q
QTY.
2
2
3
3
4
4
5
2
2
9
3
4
4
5
TOTAL LOS.
9
8
14
14
19
55
85
12
i2
19
19
23 1
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON
DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
$
L
YDa
M
L
YDO
15►r
3`-3"
1'-8"
2'-9"
214"
Old"
5'-6"
0.7
2'-2"
7'-8"
1.0
lilt'
3'-7"
V-10"
3'-2'r
21ty'
101'
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4f-2fr
2'-1r'
4'-Off
3"
l0'f
8'-0"
1.6
3r-5rf
11r-5"
2.0
30"
5'-O"
2'-6"
4'-7'r
414'f
111t"
9'4"
2.3
4'-3"
13'-5"
3.1
36"
6f-8"
2'-8"
5f-81`
4%"
10t"
111-0"
3.4
5'-0"
10'-0"
4.5
42"
6'-2"
3'-1"
81-4"
$14"
lilt"
12'-B"
4.6
5'-10"
18'-6"
6.0
48r'
Bf. -9"
3'-5"
7'-2"
6%"
11 h"
14'-4"
6.0
6r-8"
21'-0'
8.0
*SEE SHEET 3
CLAS!
1 OR I
BACKRI
CLASS
BEDDIN(
CLASS "B"
BEDDING DETAILS
N.T.S.
HYDRANT MUST HAVE
BREAK SECTION OR O
REMOVABLE BARREL
0
BURY LINE FLUSH
WITH FINISH (MADE
\.CONCRETE PAD
NOTE. 15" X 15" X 6"
1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE REQUIRE? ON ALL HYDRANT
BRANCH LINES
3-HYDRANTS SHALL BE:
KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN
DARLING MARL 73; OR APPROVED EQUAL
GUIDELINES FOR STANDARD HYDRANT
CLASS
3/4- GALVANIZED RODS FULL 18' JOINT
6" PIPE
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Q °qO a TO MAIN m
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SHEET 1 OF 3
838.01
CLASS
1, II OR
BACKFII
NOTE:
* INJECTION MOLDED FITTINGS ARE
AVAILABLE IN TEES, WYES, REDUCERS, 44T BENDS AND
BELL/BELL COUPLERS.
* WT INJECTION MOLDED FITTINGS AND Wr PIPE CAN BE
SUBSTITUTED FOR WATER TIGHT APPLICATIONS
CLEAN OUT END CAP
ADJUST GRADE PER ENGINEERS PLAN
FINISHED GRADE
INJECTION MOLDED ST
*INJECTION MOLDED ST 45 WYE 45 BEND
(OR INJECTION MOLDED TEE)
INSERT INJECTION MOLDED, GASKETED
SPIGOT BY BELL REDUCER
*INJECTION
/-SNAP CONNECTION MO BEEND
D ST
INJECTION MOLDED WT HDPE PIPE OR
TEE FITTING PVC SOR 35 (TYP)
ROOF DRAIN DETAIL WITH CLEANOUT
CLASS "D"
/iv6r/i!!r/i/i/i/i•r/ir�i/i!i/i/iri/i/i!r/iGGGG!/i�i 'I
%, fj, /. //!/. //, // !l: l.'.lr, /I.1/.11. // //. /l. /l. ✓/.11. �', /l. ll_% l.1/, //. ll.11. //. �. ` l l 1 � �' �
'r�i�,i�i�i`iili�i�i�I�ii ��•� ��a .
•Ij�%j%/�jlIr�%f�f�%j�//
`/ I`i/�,� �i •� •E -2� •-• •-
• I�♦I� r1♦J�i _
`&--•-TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
GUIDELINES FOR HYDRANT JOINT RESTRAINT
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA
SD 4- 02
N.T.S.
UTILITY DETAILS
PIPE WIDTH +24" .�
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
N.T.S.
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-13
WILMINGTON, NC 28403
�
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N.T.S.
BUILDING
FACE
*nAEA:
_
d NG I N l ,d
'•L tti6�
W
z
6" MINIMUM
CONNECTION
W
PVC SDR 26 WITH CLEAN -OUT 0
GASKET JOINTS BOX a_
r_1 SDR 26 FOR SEWER SERVICES
GRADE
z
W
oL
8'f
CLEAN -OUT
BOX 1
W
z
W
a
O
a-
/"f
REQUIRED
BRANCH CONNECTION GREATER
THAN 6OR WET AREAS
SANITARY SEWER TYPICAL LATERAL SERVICE COI NECTION
SD 3-10
N.T.S.
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-25&9277 fax: 910-25(r2584 www.withersravenel.com
Sheet No.
10,0

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14
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
4' MULCH
SAUCER WIDTH
C�
FINISHED GRADE
PLANTING SOIL TO BE
16
WORKED —UP SOIL DUG
FROM THE PLANTING HOLE
}-
SUBSOIL BROKEN
r*
r r
W/ PICK
CUT ROOTS AS NECESSARY
VARIES
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
2' GREATER
THAN WIDTH
SHRUBS SHALL BEAR THE SAME
OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISTING GRADE
TYPICAL SHRUB PLANTING DETAIL
N.T.S.
XJ
CONCRETE
FOOTINGS
4"X4" POSTS
4
FII
NEVER CUT A LEADER
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH' HOWEVER, PLANT
SHALL BE THE SIZE SPECI—
FIED AFTER PRUNING HAS
BEEN ACCOMPLISHED.
(3) LOOPS RUBBER GARDEN
HOSE TWICE THE DIAMETER OF
THE TREE TRUNK
TWISTED GALVANIZED WIRE.
NO. 9 GAUGE
(3) 2'X4" STAKES AS APPROVED
BY THE LANDSCAPE ARCHITECT
WRAP TREE TRUNK WITH
BURLAP. HEAVY CREPE PAPER
OR OTHER MATERIAL IN 6'-10"
WIDE STRIPS
TREE SHALL BEAR SAME REAL—
TIONSHIP TO FINISHED GRADE
AS TO PREVIOUS €RISING
GRADE
CUT ROOTS AS NECESSARY
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
SUBSOIL BROKEN W/PICK
THAN WIDTH
OF BALL.
TYPICAL DECIDUOUS TREE PLANTING DETAIL
N.T.S.
VARIES (6' MAX.)
y
LINE MARES MIN.
#12-1/2 GUAGE
NOTEES- q� L� I� M p�
1. WIDIHSAND ��2' STA USAPAI�NIMUM1OF 6
LINE WIRES W
2. FILTRT FABRIC SHALL BE A MINIMUM OF
36 IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALT. BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
POST WITH N
1-1/2" LONG
INCORRECT
NOTES:
STEEL OR WOOD POST
GROUND LINE
SILT FENCE
N.T.S.
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE OF TREE BRANCHES
FILTER FABRIC
— r FILL SLOPE
FILTER FABRIC
CORRECT
IN SPITE OF PRECAUTIONS. SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY.
— FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT
— REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT.
— REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
— CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
BRANCH.
u 6 •: o
ASPHALT CEMENT WASH SLOPED 1"
PAVEMENT ABOVE PAVING EXAMPLE OF TREE PROTECTION FENCING
v PAVING N.T.S.
8' CONCRETE PAD ;
4' AT 30DO PSI W/
6X61 6/6 W.W.F.
a
AS SHOWN ON PLANS
AS SHOWN ON PLANS
PLAN
— 20X60 CAP
4"Xe POSTS
(TREATED)
ELEVATION
HORIZONTAL
WOOD SIDING
DUMPSTER PAD & ENCLOSURE DETAIL
N.T.S.
Revision'
Designer
W&R
Scale
Drawn By
Date
BCC
5-12-06
Checked By
Job No.
MNH
2O4479.10
ROUNDED CONCRETE
CAP
PAINT (2) COATS YELLOW,
UNLESS NOTED OTHERWISE
0
W DIA. STANDARD STEEL
PIPE (UNLESS NOTED OTHERWISE)
FILLED W/ CONCRETE
�L COMPACTED EARTH
CONCRETE FOUNDATION
O
NOTES:
1. VERIFY LOCATION OF UNDERGROUND UTILITIES
BEFORE DRILLING FOR CONCRETE FOUNDATION
2. WHERE 4" OR 6' PIPE BOLLARDS ARE SPECIFIED.
aO CONC. BASES SHALL BE 1'-6" DIA. BY 3' —W DEEP
3. DIMENSION (D) OF ROUNDED CONCRETE CAP
2'—O" SHALL BE 1/4 PIPE DIAMETER
4. PAINT "BROWN" WHEN LOCATED IN PLANTER
DIA. 5. PROVIDE REMOVABLE PIPE BOLLARDS AT
EQUIPMENT ACCESS PANELS AS REQUIRED.
EXTERIOR PIPE BOLLARD
N.T.S.
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER NORTH CAROLINA
LANDSCAPE & EROSION
CONTROL DETAILS
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., etal
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
50' MIN.
DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
WITHERS 4C'' RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax; 910.256-2584 www.withersravenel.com
Sheet No.
11.0
_ k i "7-r ,T..+�:x. T:E, j� .i1 :� 7 77,,...�,..,,.... -.�+`. .':.'. .,: 1:�Ti W II�� iR:�F1a�Cr .L'a'.. is1.
r.If_. T ,;; r..iL'R: S'lir�;t}F'�'Ia:'+.
,1 } }W 1: r t,t n t +

HAND —COMPACT MIN. 6"
ABOVE PIPE TO
MANUFACTURER'S
RECOMMENDATIONS.
TRENCH WIDTH — SEE TABLE — VARIES
ELEV— SEE PLANS
PAVEMENT SECTION SEE
SHEET 8.0 FOR DETAIL
SOW
PLACE V
GALVANIZED le
HARDWARE CLOTH
OVER ALL OPENINGS
WITH STAINLESS
STEEL FASTENERS
PLACE
GALVANIZED "
HARDWARE CLOTH •`
OVER ALL OPENINGS
WITH STAINLESS
STEEL FASTENERS _
0
RIM ELEV:
SEE GRADING PLAN
WE W
�Ir 'ter'
PIPE "A' AND "B"
BYPASS MANHOLE
N.T.S.
4.. 1 �. • I •
SECTION A —A
N.T.S.
STRUCTURE
PIPE "A"
PIPE "B"
OVERFLOW
WEIR
2
35.35
35.35
33.86
36.37
PERMEABLE PAYMENT
CONCRETE GRID
PAVERS (CGP)
"TURFSTONE"
$" WASHED #57
STONE
iv SHWf ELEV — SEE
TABLE RELATEING TO
ADJACENT INFILTRATION
TRENCH
PERMEABLE PAVEMENT SECTION
N.T.S.
12" h
BRICK WEIR
ELEV.
8"
bK=:
1) DROP INLET BOX CAN BE EITHER REINFORCED
CONCRETE OR BRICK.
2) INSTALLED GALVANIZED HARDWARE CLOTH OVER
OPENINGS IN 3' X 2' BOX ALSO.
STUB
TYPICAL CLEANOUT INSTALLATION
FOR INFILTRATION SYSTEM (N.T.S.)
ADDRESS: 370 & 376 S. KERR AVE
PVC CAP
H 40 PVC
BENDS
SEE TABLE FOR f OF RUNS
FOR EACH INFILTRATION SYSTEM
N
w
a
I
w
J
m
a
CU �I
z
w
f5
L
NOTE
ALL HDPE PIPE TO BE A[
TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT
& INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ALL JOINTS TO BE SOIL TIGHT OR BETTER.
NON —WOVEN
POLYESTER
FILTER FABRIC —TOP
SECTION A -A BOTTOM AND ALL SIDES
N.T.S.
STORAGE ELEVATION =
SEE TABLE
IN/ - 35.33
35.00
OF 157 STONE
2' 4" CLEAN SAND
SEASONAL HIGH WATER TABLE
—CLEAN WASHED (SEE TABLE FOR ELEVATION)
No. 57 STONE-6' LIFTS
COMPACT TO 90% AASHTO T99
Ih. rau AI .7- Tlrf
G
INFILTRATION SYSTEM TABLE
INFILTRATION
DESIGN
SYSTEM
NO. 1
# OF
27
RUNS
PIPE
15"
DIAMETER
OUTSIDE
DIAMETER
1.46
(FT.)
MIN. X
(FT.)
O.fiB
MIN. S
(FT.)
1.12
TRENCH
WIDTH
80
(FT.)
TRENCH
LENGTH
70
(FT.)
STORAGE
36.37
ELEVATION
SH WT
33.00
ELEV
FOR # OF RUNS
INFILTRATION SYSTEM
ASHED
;TONE
SEE PLANS FOR RIM & INVERT ELEV.
DROP INLET LOCATION WILL VARY WITH
EACH INFILTRATION SYSTEM. SEE ACTUAL
PLANS FOR LOCATION.
011111 111,'/
C • 0
c- SEA
9'.
• 03131 •
qu
I Nn Rovicinn I Date I By I
Designer
W&R
Scale
Drawn By
Date
BCC
5-12-06
Checked By
Job No.
MNH
2O4479.10
CAMPUS SQUARE
WILMINGTON TOWNSHIP NEW HANOVER
NORTH CAROLINAJ
INFILTRATION SYSTEM DETAILS
�� '. % •� it ril . ,I�7]'� ? ;
rr;f-
PREPARED FOR:
PHILLIP R. BARKER
BUILDERS INC., eta]
6800 WRIGHTSVILLE AVE, 8-B
WILMINGTON, NC 28403
WITHERS RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax [phone]M www.wWxwsravenei.com
Sheet No.
12.0