SW8060333_APPROVED PLANS_20060428

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWD6�3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMD

SITE DEVELOPMENT FOR
ni p stead
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MARCH 27,2006
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5*C REALTY INC. 12,000 s.f.
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Retail Space
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PREPARED BY:
WITHERS & R"ENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101, Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
www.withersravenel.com
An
nter
1 INDEX OF SHEETS I
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS
LAYOUT PLAN
UTILITY PLAN
GRADING, DRAINAGE & EROSION CONTROL PLAN
LANDSCAPE PLAN
TYPICAL, E&S & LANDSCAPE DETAILS
INFILTRATION SYSTEM DETAILS
DEVELOPMENT DATA:
C-0
C-1
C-3
C-4
G-5
C-7
- C-8
OVERALL SITE ACREAGE:
2.24 A.C. (97,574.4 S.F.)
EXISTING ZONING: B-2
TOTAL BUILDING AREA:
12,000 S.F.
PARKING:
REQUIRED PARKINu-
SPACES
PROVIDED PARKING: 82
SPACES
IMPERVIOUS AREA
ROOF: 12,000 S.F.
PAVEMENT: 41,730 S.F.
SIDEWALK: 1,600 S.F.
TOTAL: 55,330 S.F.
(88.3%)
SOIL TYPE: KuB, FINE SAND, WELL DRAINED
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.: 3293-32-2196
3293-32-1140
2. THIS PROJECT IS NOT WITHIN A FLOOD PLAIN PER
FEMA (MAP 370344 0400 B)
AP.0ED
NORTH CAROLINA EN IRONMENTAL
P, NAGEMENT C MISSION
Ql� ITY
DEVELOPER/OWNER
MBD Holdings, LLC
PO BOX 3007
• 0313ti .
WILMINGTONI NORTH CAROLINA ��•�Nc�r�����•,•=
910.620.9446
'SL U,C>-32�
PROJECT: Hampstead Commercial Center C' `^� ``'L ' ~�'►
PROJECT ADDRESS: 15841 Hwy 17
W&R PROJECT NO.: 205232.00
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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 PENDER COUNTY AND THE
STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY WITHERS &
RAVENEL.
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 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 DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL TIME NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] 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.
Designer
BCC
Scale
1 "=20'
Drawn By
Date
BCC TLL
02/21/06
Checked By
job No.
GSP
205232
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SE UENCE
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 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 NCDENR DIVISION OF LAND QUALITY.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NCDENR DIVISION OF LAND QUALITY.
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 WILL 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- _NOTES
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.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
ST. AUGUSTINE 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.
TEMPORARY SEEDING -LATE WINTERZEARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE _(LB /ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
40
RAT(LB/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 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 SET 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.
Hampstead Commercial Center
Topsail Township Pender County 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
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
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 CLEAN 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 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 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 HDPE PIPE ADS N-12 OR EQUIVALENT.
General Notes
PREPARED FOR:
MBD Holdings, L.L.C.
P.O. Box 3007
Wilmington, NC 28406
910-620-9446
EXISTING UTILITY 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 GROUND 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 CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
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.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
UTILITY NOTES:
1. EXISTING SANITARY SEWER SERVICE & WATER SERVICES
CONNECTED TO THE EXISTING BUILDING ARE TO BE ABANDONED.
NEW SERVICES WILL BE PROVIDED TO PROPOSED BUILDING.
2. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CAN, AND
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
4. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
5. MECHANICAL EQUIPMENT & ALL TRASH RECEPTACLES SHALL
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949.
CALL BELLSOUTH ® 1-910-392-8712.
7. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENTS OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
8. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
FLOW TO EXISTING DRAINAGE PATTERNS.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 26403 tel: [phone] fax: [phone] www.withersravenel.com
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�^
F13 1
— FO
— FO
7:1 <:::t_ <�� <�=
�<�_j
ICI 1
. •
Y f
---------------- =Z�_
Designer X
Scale 2
Drawn By
Date
80C
02 2i 06
Checked By
Job No.
GSP
205232
(100' Public R/W) S,� �J
------------------- `<s v Ss
-------------------
Hampstead Commercial Center
Topsail Township Pender Count North Carotin
Utility Plan
PREPARED FOR:
MBD Holdings, L.L.C.
P.O. Box 3007
Wilmington, NC 28406
910-620-9446
WARNING:
CONTRACTOR IS ADVISED OF BURIED (APPROX. 3'-7') REGIONAL
FIBER OPTICS. CONTRACTOR TO USE EXTREME CAUTION.
GRAPHIC SCALE
25 0 12.5 25 50 100
( IN FEET )
1 inch = 25 f L
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
C-4
• -I l,l # -1
r
'1 1
I t 7 r
d I 'l!
S 1 11
1 1 1
I� FI'
r I
ll,�
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M
NOTES:
1. ALL STORM STRUCTURES TO HAVE 1.0' SUMP.
2. ALL ROOF DRAINAGE TO BE DIRECTED TO THE INFILTRATION
SYSTEM.
Designer
BCC
Scale
, -=25'
Drawn By
Date
922
02 23 06
Checked By
Jab No.
GSP
205232
r
SILT FENCE, 1' i
PROPERTY LINE,
TYP.
`i— — — — — FILTER
- -i
5'X5' LEVEL SPREADER 0
(SEE DETAIL SHEET $) 5
y
51 _ -
---------------___ ---
SILT FENCE, TYP.
— � = --W
LIMITS OF I
�coNSTRuctloN _j
— — SIT FENCE, TYP.
'- _:- __SS $S
(A
N _-_',
r— —
LIMITS OF
CONSTRUCTION
t
1
SILT FENCE, TYP.
72,
STRUCTURE
r /
STRUCTURE
f
LENGTH
DIAMETER
• • r r
SLOPE
INV ELEVUP
•1 1
■1■
1 1
1 •_
1
��1�
■ 1"
1 1
1 •
1
ME Mine
1
:
,Ir
1 1
•:
�
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!
1•
■1■
1 1
■ :
1
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+
+ \\ + V=�:�7V I _ II ilk 1I�G""' +
I I 1 ) / TEMPORARY / `\
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a
_ s3_n521
L — — as 5 ENTRANC XIT / I
o I p ,I 0e 0,k( LIMITS F
,$ C. 4A �° o o y CONSTRICTION
a
54 / °a a aao�%
SILT FENCE, \ o°oa °pO Fo �C j `�9 <C��.
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— — —54 — _ — S CTION aa°aa°aa°pa 53 � ��0 '� Z`
O,' / �.
53— moo, 9. �,5
LIMITS OF
0
Hampstead Commercial Center
To sail Township Pender County North Carotin
(100' Public R/W) �J �v
�R
Grading, Drainage &
Erosion Control
0
PREPARED FOR:
MBD Holdings, L.C.C.
P.O. Box 3007
Wilmington, NC 28406
910.620-9446
STORM
STRUCTURE KEY
SYMBOL
STRUCTURE
CI
X
CURB INLET
DI
NCDOT
X
DROP INLET
MH
X
MANHOLE
C I Rrl
_ S _
L r
_ 03ti
G..
'71�1RRY S��e��`\
:-1 2,
GRAPHIC SCALE
25 0 12.5 25 50
( IN FEET )
4 inch = 25 M
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax. [phone]M www.wiE ws avenei.Com
100
Sheet No.
C-5
3
' 1 I i , � I i I = ♦ r. ; Jf; �� i � � f A d r'J� � r V-.i �1 (1 r I - J I I�i, % ji I.+ , � 5 r f
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..0 1 _f:, ,' .:: V"
GENERAL NOTES ASPHALT RAMP P /-STAKES
SIDE SLOPE 10:1 SLOPE ---�
I. LOCATION OF WHEELCHAIR RAMPSi
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.
W CONSTRUCTION NOTES,
1, NO SLOPE SHALL EXCEED 1'=1' (120 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,
III. 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
/2" FIBER EXPANSION
1/2p
JOINT WITH SEALANT
•
4" CONCRETE WALK
DRAINAGE FILL OR
UNDISTURBED SOIL
SEE SOILS REPORT
NOTE:
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
N.T.S.
SURFACE COURSE. SF9.5A
" CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
ASPHALT DETAIL FOR PARKING LOT
PAVEMENT DETAIL
N.T.S.
LENGTH
z
STORM DRAIN PIPE R!P-RAP
APRON
PLAN
FILTER FABRIC -/
SECTION
RIP -RAP SCHEDULE
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
®
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
TREAM
WIDTHS (FT.}
FES-8
12
6.0
3.0
4.0
RIP --RAP APRON
N.T.S.
No. Revision Date B
Designer
BCC
Scale
AS SHOWN
Drawn By
Date
BCC/TLL
02/21/06
Checked By
Job No.
GSP
205232
6'
SIDEWALK
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
r�w3;psi_-$6
aii
� .
TURN --DOWN SIDEWALK
N.T.S.
1/2" R
3" R
iV O p
N o 0 s
N p
{ a a
I 1 /8" R
0
p 6"
LEVEL -
l{, 24" I
QTO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
4' V-0" SLOPE OR AS SHOWN ON PLANS)
24" CURB AND GUTTER
(REVERSE SLOPE)
..'.'...'.'.'.'.'.'. SILT BARRIER
-- FENCE
GROUND .................
1 a L- of
SECTION A - A
1 STAKE AT
EACH CORNER
A
�x �J
OPEeo#1[NG •'
,.._
SILT BARRIER FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
N.T.S.
. 90•
CURB AND GUTTER
N.T.S.
JOINT
ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
18"
3" R /8" R
7-
0 a O
7
o a '
e
0
24"
�T
24" CURB AND GUTTER
GENERAL NOTES -
CONSTRUCTION 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 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 TO ALL RIGID OBJECTS.
INCORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE ❑F TREE BRANCHES
NOTES:
CORRECT
IN SPITE ❑F PRECAIJTI❑NS, SOME DAMAGE. T❑ 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 REM❑VING 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.
LINE WIRES MIN.
#12-1/2 GUAGE
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
VARIES (8' MAX.) ry
�~ 1
. STAY WIRES MIN.
#12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE \\\
STEEL OR WOOD POST -7
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1 /2" LONG
1
GROOVE JOINT (5' MAX. O.C.) GROOVE JOINT (5' MAX. O.C.)
1 /8" RADIUS 3600 P.S.I. CONCRETE 1 /8" RADIUS 3600 P.S.I. CONCRETE
I I I
Q
a a 4 -a a e d
a: a v•. a a• ad
�. *d d° e d a_ e e !4e a d d a ` a
/ \/\/\/\/\/\/\/\/\/\/\//\\
\\ \\ \\/� j\
//
\\/\ice\\
\ r\ /\
COMPACTED SUBGRADE COMPACTED SUBGRADE
CONCRETE SIDEWALK DETAIL
GENERAL N❑TESI
A GROOVE JOINT V DEEP WITH 1/8' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSI❑N
JOINT WILL BE REQUIRED AT 45' INTERVALS, A 1/2' EXPANSION J❑INT
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. CONCRETE SIDEWALK
N.T.S.
Hampstead Commercial Center
Topsail Township Pender County North Caroli
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
77 FILTER FABRIC
FILL SLOPE
0
GROUND LINE I z
M] 5� [V
[V
I _j
\ ��
o �V)
\
ANCHOR FILTER FABRIC
SKIRT
SILT FENCE
N.T,S,
FLAN VltVV
50' MIN.
6' DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
PREPARED FOR:
MBD Holdings, L.L.C.
P.O. Box 3007
Wilmington, NC 28406
910-620-9446
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 V-10"
WIDE STRIPS
TREE SHAD_ BEAR SAME REAL-
TIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISING
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.
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
FINISHED GRADE
PLANTING SOIL TO BE
WORKED -UP SOIL DUG
++�
FROM THE PLANTING HOLE
SUBSOIL BROKEN
1+i +fi
W/ PICK
.t. r«
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.
SEQUENCE OF CONSTRUCTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS
SHOWN ON EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (SILT FENCE & TREE
PROTECTION FENCING) AS SHOWN ON THE EROSION &
SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE
COMPLETED PRIOR TO UPSLOPE LAND DISTURBING
ACTIVITIES.
3. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN
LIMITS OF DISTURBANCE.
4. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE
ALL AREAS WITH TEMPORARY VEGETATION IF LEFT
UNDISTURBED FOR 21 DAYS.
5. ONCE THE PARKING AREAS, SANITARY SEWERS,
WATERLINES AND STORM SEWERS ARE IN PLACE, INSTALL
INLET PROTECTION AND OUTLET PROTECTION AS SHOWN ON
THE EROSION & SEDIMENT CONTROL PLANS.
6. UPON BRINGING THE PARKING AREAS TO SUBGRADE
ELEVATIONS, STABILIZE THE AREAS BY PLACING STONE
BASE AS EARLY AS POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL
DENUDED AREAS SEE NOTE REFERENCING THE EROSION
CONTROL PROGRAM AND SPECIFICATIONS.
8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND
ALL DISTURBED AREAS HAVE BEEN STABILIZED, MECHANICAL
SEDIMENT CONTROLS SHALL BE REMOVED. SEDIMENT FROM
TEMPORARY SEDIMENT TRAPPING DEVICES SHALL BE
DISPOSED OF BY SPREADING ON THE SITE OR HAULING
AWAY IF NOT SUITABLE FOR FILL. ALL DENUDED AREAS
ARE TO BE PERMANENTLY STABILIZED WITH PERMANENT
VEGETATION.
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.
C-7
r ... - l
1 - r . 1,.{._r. -T•i
y- r - T`7 Tyr rr•
:1 „

TRENCH WIDTH — SEE TABLE VARIES
ELEV— SEE PLANS
PAVEMENT SECTION SEE
SHEET 8.0 FOR DETAIL
PLACE )!r
GALVANIZED
HARDWARE CLOTH
OVER ALL OPENINGS
WITH STAINLESS
STEEL FASTENERS
PmIPE me
M iumno
SYSrEM
PLACE
GALVANIZED
HARDWARE CLOTH
OVER ALL OPENINGS
WITH STAINLESS
STEEL FASTENERS
Ion
�_�
i=
I A
3'X2' GRATE
RIM ELEV:
SEE GRADING PLAN
PIPE *B*
PIPE 'A"
TO lNnLTRA7
SYSTEM
5' x 2' DROP INLET STRUCTURE #2
N.T.S.
STRUCTURE
PIPE "A"
PIPE "B"
OUVALL
BRICK WEIR
2
49.47
49-47
51.98
52.98
LEVEL SPREADER.
NTS
Designer
BCC
Scale
Drawn By
Date
BCC /TLL
02/21 /06
Checked By
job No.
GSP
205232
SOLID PLATE TO COVER WEIR
SIDE OF JUNCTION BOX TO
PREVENT RUNOFF FROM BYPASSING
INFILTATION SYSTEM
BRICK WEIR
ELEV=52.98
8
OUTFALL
PIPE
SECTION A —A
N.T.S.
1) DROP INLET BOX CAN BE EITHER REINFORCED
CONCRETE OR BRICK.
2) INSTALLED GALVANIZED HARDWARE CLOTH OVER
OPENINGS IN 3' X 2' BOX ALSO.
PVC CAP
36* 1-
H 40 PVC
BENDS
STUB
TYPICAL CLEANOUIINSTALLATION
FOR INFILTRATION SYSTEM (N.T.S.)
Hampstead Commercial Center
Coun!y Topsail Townshider North Carotin p Pen
HAND —COMPACT MIN. 60
ABOVE PIPE TO
MANUFACTURER'S
RECOMMENDATIONS.
SEE TABLE FOR # OF RUNS
FOR EACH INFILTRATION SYSTEM
+
49.33
AGE ELEVATION
TABLE
# 57 STONE
v,
CLEAN SAND
x OUTStDdE S 2' SEASONAL HIGH WATER TABLE
UPMEfER (SEE TABLE FOR 0")
CLEAN WASHED No. 57
LHDPE PERFORATED PIPE STONE-6* uFrs
COMPACT TO 90% AASHTO T99
NON —WOVEN POLYESTER
FILTER FABRIC —TOP
BOTTOM AND ALL SIDES
SECTION A -A
N.T.S.
KQIL-
ALL KDPE PIPE TO BE Al
TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT
& INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ALL JOINTS TO BE SOIL TIGHT OR BETTER.
Infiltration System Details
SHEET
PERFORATED PIPE
49.33
TABLE FOR # OF RUNS
EACH INFILTRATION SYSTEM
AN WASHED
57 STONE
INVERT M.
DROP INLET LOCATION WILL VARY WITH
EACH INFILTRATION SYSTEM. SEE ACTUAL
PLANS FOR LOCATION.
PREPARED FOR:
MBD Holdings, L.L.C.
P.O. Box 3007
Wilmington, NC 28406
91"20-9446
INFILTRATION SYSTEM TABLE
INFILTRATION
DESIGN
SYSTEM
NO. 1
# OF
3
RUNS
PIPE
36"
DIAMETER
OUTSIDE
DIAMETER
3.475
(FT.)
MIN. X
(FT.)
1.50
MIN. S
(FT.)
2.21
TRENCH
WIDTH
17.86
(FT.)
TRENCH
LENGTH
165
(FT.)
STORAGE
52.98
ELEVATION
SHWT
47.00
ELEV.
0
SEAL
031315
<0.
•I N
-4,Z �
Y S
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7840 Wrightsville Ave, Suite 101. Wilmington, North Carolina 26403 tel- 910-256-9277 fax. [phone] www.vrithersravenelcom
Sheet No.
C-8
1 7 j I 7,-T T T5 t -7, n�T - ;-VT
J