SW8060405_APPROVED PLANS_20060503

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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VICINITY MAP
(N. T. S.)
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
LEGEND
EXISTING
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BROCK & ASSOCIATES etal
265 RACINE DRIVE, SUITE 102
WILMINGTON, NC 28403
TEL [phone]
Site Development For
R MEDICAL
APRI L 041 2006
OAK ISLAND TOWNSHIP, NORTH CAROLINA
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PREPARED BY:
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ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101, Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
www.withersravenel.com
1 "=40'
INDEX OF SHEETS
COVER SHEET
SHT
0.0
EXISTING CONDITIONS PLAN
SHT
1.0
GENERAL NOTES
SHT
2.0
LAYOUT PLAN
SHT
3.0
UTILITY PLAN
SHT
4.0
GRADING &EROSION &
SEDIMENT CONTROL PLAN
SHT
5.0
DRAINAGE PLAN
SHT
6.0
TYPICAL &EROSION &
SEDIMENT CONTROL DETAILS
SHT
8.0
STORM DRAINAGE DETAILS
SHT
10.0
INFILTRATION SYSTEM DETAILS
SHT
11.0
DEVELOP__MENT DATA:
1. TOTAL TRACT AREA-
80,162 SF (1.84 AC-+)
2. COVERAGE —
TOTAL BLDG AREA— 14,960 S.F.f
TOTAL BLDG COVERAGE— 14,960 f
J. IMPERVIOUS SURFACES:
BUILDING — 14,960 S. F.
WALKS — 1,915 S.F.
PAVEMENT — 34,533 S.F.
TOTAL — 51,408 S.F. (64.6r f)
4. PARKING--
® 1 SP/ 200 S.F. G. F.A. = 75 MIN REQ'D
TOTAL SPACES PROV'D= 87
STD. SPACES— 83
H/C SPACE— 4
GENERAL NOTES:
1. BRUNSWICK COUNTY PARCEL NO.:
220MA016
220MA016
2. ZONING DISTRICT: CLD
3. LAND CLASSIFICATION. COMMERCIAL
4. THIS SITE 1S LOCATED IN FLOOD ZONE 'A" EL. 11 PER
FEMA MAP 3702950380E
DEALOPMENT NOTEy�S,
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH OAK
ISLAND TOWNSHIP ZONING ORDINANCE & SUBDIVISION
REGULATIONS.
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APPROVED / qj jt�
NORTH CAROL- NA ENVIRONMENTAL
MANAGEMENT COMMISS Y
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PROJECT: ANCHOR MEDICAL
W&R PROJECT NUMBER: 204420.00
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Revision
Designer
GSP
Scale
Drawn By
Date
GsP
04 04 2006
Checked By
Job No.
GSP
204420.00
Anchor Medical Center of Oak Island
Oak Island Township Brunswick County North Carolina
Existing Conditions &
Demolition Plan
PREPARED FOR:
Brock & Associates
256 Racine Drive, Suite 102
Wilmington, North Carolina 28403
910-395-8266
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031315 =
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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.
1.0
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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 TOWN OF OAK ISLAND.
BRUNSINCK 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 TOM
MORGAN, P.L.S. OF BRUNSWICK SURVEYING.
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 -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 THE 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
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
Job No.
GSP
204420.00
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND 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 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 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. INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. 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)
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.
TEMPORARY SEEDING ---LATE WINTER f EARLY 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
RATE (LB/ACRE)
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 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.
Anchor Medical Center of Oak Island
Oak Island Township Brunswick 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 CONSTRUCTED IN ACCORDANCE WITH THE TOWN
OF OAK ISLAND 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
PREPARED FOR:
Brock & Associates
256 Racine Drive, Suite 102
Wilmington, North Carolina 28403
910-395-8266
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 REQUIRED
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
`N%111!!! ///,,
2 p
= SEAL
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WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
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1
Revision
• __ _I
Designer
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
Job No.
GSP
204420.00
Anchor Medical Center of Oak Island
Oak Island Township Brunswick County North Carolina
IP
_ #STING NDS �V , �e / OWNER: POINT ASSOCIATES LLC
5' TURN DOWN a 10,545 S (0.24 y i y ���� LAND USE: VACANT
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256 Racine Drive, Suite 102
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910-395-8266
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WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withefsravcnel.com
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STORM SEWER COMPUTATIONS
STRUCTURE STRUCTURE LENGTH DIAMETER SLOPE INV ELEW IP INV ELEVDOWN
IrnfuA% Pr^% rr,r N I flu TYPE OF PIPE I 14A I err % IrT N
Designer
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
job No.
GSP
204420.00
Anchor Medical Center of Oak Island
Oak Island Township Brunswick County North Carolina
Grading & Erosion & Sediment
Control Plan
NOTE:
NO LAND DISTURBING ACTIVITIES CAN COMMENCE
WITHIN THE WETLANDS AREA UNTIL PERMITS ARE
OBTAINED FROM ALL REGULATORY AGENCIES
PREPARED FOR:
Brock & Associates
256 Racine Drive, Suite 102
Wilmington, North Carolina 28403
910-395-8266
STORM1:
SYMBOL
1 .E
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v
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4
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( IN FEET )
1 inch = 20 &
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.
5.0
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1 1 1 I I # 11'•43 I/ D�1 1
� I x1 40 Ii OWNER: BROCK, DANNY & FAYE
f Y / LAND USE: RESIDENTIAL
EX. MARL DRIVE x17.a8 1 I I I I I, / / EX FRAME DWEWNG % % ` D.B.P. 2015-0837
- - - - - - --qi I I 1:1 �I1 '-� ZONING: AD `\
I I I I 1 1 I I
OWNER: CHARLIE A ETU
MILLER
LAND USE: RESIDENTIAL
D.B.P. 02�0-0982
ZONING: AD
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#16.57
C C�
Designer
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
lob No.
GSP
204420.00
Anchor Medical Center of Oak Island
Oak Island Township Brunswick County North Carolina
Drainage Plan
\ `.54
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1
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2 /
T /�►' y I o°/ . i l ' OWNER: POINT ASSOCIATES LLC
%r" �'/ �' y 'qQ ♦V Sam/
� , LAND USE: VACANT
1o.62 9 �. , / D.B.P. 1125-1252
y J 191 y / i ZONING: AD
1/07 / / 9.28 , 9.36 4p
.4 / / '0.11 /per
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19 �------------- -- -' 'k----- y ----
,►•
x 10.38 x 10.25- EIP .9 6€?_-
GRAPHIC SCALE
( IN FEET >
I inch = 20 ft
PREPARED FOR:
Brock & Associates WITHERS RAV E N E L
256 Racine Drive, Suite 102
Wilmington, North Carolina28403 ENGINEERS I PLANNERS I SURVEYORS
910-395-8266 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravenel.com
Sheet No.
6.0
�.
1 J {
IL1 i i�

GENERAL NOTES ASPHALT RAMP P -STAKES
SIDE SLOPE 10:1 SLOPE / �,
w
IL
a
0
N
N
a
a
i
1ri
p
M
UP
U
9
I
U
W
X
(13
0
r
V
V
C
J
i
0
0
N
a
i
L LOCATI13N 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.
IL CONSTRUCTION NOTES,
1. NO SLOPE SHALL EXCEED V=1' (120 ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40' (3'-4')r 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 EITHER 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
f �1/2"
kl
JOINT WITH SEALANT
•
4" CONCRETE WALK
'
DRAINAGE FILL OR
Ht
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
STORM DRAIN PIPE RIP -RAP o
APRON
PLAN
i��i�`i�i�r
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)
EAM
WI
DTHEAMDOWNST(FT.)
FES--11
12
6.0
3.0
4.0
RIP -RAP APRON
N.T.S.
Designer
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
ob
JNo.
GSP
204420.01)
6'
SIDEWALK
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
TURN -DOWN SIDEWALK
N.T.S.
1/2' R � 6„ 18"
3"
co
1 /8" R
o
� A a
I N a s o
a e 6"
11 .70
o
LEVEL
_ 24" _ I
L
SILT BARRIER
FENCE
GROUND ...'.':.'.'.'-'.'...
SECTION A - A
1 STAKE AT
EACH CORNER
A
aox �-
COPENING V
e.
SILT BARRIER FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
N.T.S.
r �0* _
ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
1 /2" R 18"
�I 31/ R
a
1/4'gE1'-0USED © SLOPE OR ASWHEN ESHOWN ONIS PPLANS)AWAY
FROM ISLAND
24" CURB AND GUTTER
(REVERSE SLOPE)
o
a e o
e
10 o e
c e
a
CURB AND GUTTER
N.T.S.
24'/
24" CURB AND GUTTER
ON JOINT
GENERAL NOTES:
CONSTRUCTION J❑INTS 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 B" 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
CORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE OF TREE BRANCHES
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,
LINE WIRES MIN.
#12-1 /2 GUAGE
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
VARIES (8' MAX.)
1vr 71U%MjMU Iv111v. ff1u "unvr= STAY WIRES MIN.
#12-1/2 GUAGE
::±
-
/\
10/� BOTTOM STRAND MIN. #10 GUAGE \\\
STEEL OR WOOD POST -r
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
i
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
4 °
4° 4 -a4` 4 a 4 M] e a a d e a. 4
e
lof I x
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/\/\/\/\/\/\/\/
/////////////// ///////////���////// ///
COMPACTED SUBGRADE COMPACTED SUBGRADE
CONCRETE SIDEWALK DETAIL SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
GENERAL NOTES]
A GROOVE JOINT 1' DEEP WITH 1/8' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS, ONE 1/2' EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2' EXPANSI❑N 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. CONCRETE SIDEWALK
N.T.S.
Anchor Medical Center of Oak Island
Oak Island Townshi Brunswick County
North Carolina
\ 1111�
H
�.
.s
4� EA
0313
• F ,.
' tGINE`��
''i9RR y S • tp5'�.
a�1�16�
ical, Erosion& Sediment
Control Details
FILTER
FABRIC
FILL SLOPE
GROUND LINE 1 z
M N
SILT FENCE
N,T,Sr
ANCHOR FILTER FABRIC
SKIRT
HLAN VILW
50' MIN.
`6' DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
PREPARED FOR:
Brock & Associates
256 Racine Drive, Suite 102
Wilmington, North Carolina 28403
910-395-8266
FT
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 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
+a+
FROM THE PLANTING HOLE
SUBSOIL BROKEN
♦+♦ ♦:_
;•, **
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.
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 CONSTRUC11ON 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 RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-25&9277 fax: [phone] www.withersravenel.com
Sheet No.
8.0
i- 1' ;,+ i' f 1 ;'•..} `-i r, ",F• rlt s' j � � ri j' �i sr-_;,� -,j - ,1„z1+v,1 -
."itf,
, L', '� t... js, v., i>.. i; rr': •.: � .r �l .r -f.4r .,. - ! 1 - .. .. , �'. ti A}..r}; itt7�?J •'i 4. .

�W` O
O M O
1rn-Ix-1sD
M
ZMS3Or 11
47G)a7"
a
� HI
0 0 '
Z
i" DEPRESSION
1'-7%" 1r-7%"
[V
SECTION G-G
2'-$}4rr
11 1 �jgrr 2r!
SECTION H-H
r
Y
PLAN
WITH MATE A FRAW REMOVED
1
ti
1n 1rs ' 1sr
7_ r a- H
11
G
+lam H
PLAN OF GRATING
CAST IRON
F �I
PLAN OF FRAME
CAST IRON
% _T
1 `rr
�n 1r, 1n 1n
31-3%n
94'r ;4"
3'-2" 9@-2"
2 " 2 rr
N 04 2r-1g�n N W
SECTION E—E SECTION F—F
BRICK COPINB(INCIDENrAL)
— TOP ELEVATION
— STD. 540.1G FRNE —
aI ORATE
a� RE NOTE -/ SECTION X-X� �R (sEE �'
a
GENERAL NOTES.
USE CLASS 'B' CONCRETE TIOtWWMT.
PROVIDE ALL DROP INLETS OYHI 5'-8" IN OEM WM STEPS 12"
ON CENTER. WE STEPS MICH OWLY WITH STD. DRAWING 810.88.
OPTIONAL C=rftCTIpN - NONOLIIHIC POUR a KEYWAY OR /4 am www AT
12" CENTERS AS DIREOTEO BY THE @ROIIEER.
USE FORS FOR THE CONSTIR16rlON OF THE OWr= SLAB.
IF REINFOtiOED CONCRETE PIPE 18 SET IN BOrRN SLAB OF SOX. ADD W BLAB
AS S"ONN ON STD. No. 840.00.
00NSTISXCT WM PIPE CNONNS HATCHIND.
INSTALL 2" tBSaHOLES AS SIRECM BY THE ENOD ER.
INSTALL STOLE DRAINS, OF A BINURN OF 1 CIIBIO FOOT OF NO. 70 STONE IN A
POROUS FABRIC GAS 0 WRAP, AT EACH VEEP NCLE OR A9 DIRECT® BY THE MMEER.
C AM ALL OPOSED Oman 11.
ORMINS NOT TO SCALE.
IWt. PIPE THIS SIDE - Is-
SECTION Y-Y
DIY MIONS AND OUAHTITIES FOR
DROP IHLET(BABE.G CN MIN. HEIGHT, H)
D0MIQNS
OF WX S PIPE
CUBIC YARDS
COW:- IN BOX(
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
I WIDTH
NIH. HEIGHT
D
A
B
N
BOT M
BLAB
WALL PER
FT. HT.
��
on,"
C-M.
R.C.
12'
3'-0^
2'-O'
2 -0
0.222
0.222
0.a182
0.015
0.px8
16"
2'•8°
Me"
0.023
0.030
10"
2'-B"
0.703
0.095
O.G4S
M.
S -O
O.014
0.068
0.085
SO
3'-0"
2'-C"
9 -8
C.=
O.=
0.M
0.092
0I
N
BAR
T
DOWEL
*CONCRETE STRUCTURES ARE AVAILABLE IN BRICK. SEE 840.15 BRICK DROP INLET IN THE NCDOT DIVISION OF HIGHWAY STANDARDS.
v
Qm
-^I
to �o M O
o-•NZ�SA
O l s r 1
=C000
D>a
-i
N0
Z
S,
J
M PLAN OF TOP SLAB
x
O r
'= M
i Cl M N
0" E OW BARS
."� M UrAGM
BA116 "V" •
lea
A �1 0
n "
3 � � 1 n
OQ w SECTION R-R
r1I�z
1� _n
Z 0
B"
N e INIr
t`7
�n
m
sw
m
SECTION S-S
94 SM
LG.
=-1
DOWEL
EXPANSION JOIWS
41 4'
B"
III
PLAN
CURB AND wrrER ■ITH CATCH BASIN ON STEEP GRADES
7'OP 0"
USE ON FLAT LLEV• t7WAT1BiDN JOIN
GRADES 2\ AND 1U01ER
—`m ,r -G .� DEPRESSED
EXPANSION JOI11TS8E0 CUTTER LINE
Q1
ELEVATION
WMAL CURB AND CUTTEII ON LIGHT GRADES
EfWANS10N JOINT - NDFAM 0UT7EA LINE
B"
USE ON ORADEe [IVR ELEV.
0 P
U
DEPRESSED GUTTER LINE
EICANSION JOINT I ion
ELEVATION
NONIAL Ct AND f4Hrrm ON STEEP GRAM
NININtX
O9
ENSzOW ANO
gXANTITIEB FOR
CdNCRm CATCH BASIN BASED ON NIN. MEW. H
WITH NO NISEI -
oXOIENSIONS
OF BOX AM
PIPE
COVEN
OFI�IOU
iou. YDB. CONO. IN SOX
OWOCIIONS
ONE PIPE
CJ• R-C.
PIPE
SPAN
WICTH
WIDW
SPAN
KEN FEIEifr
SAR9-U
BARS-V
BARS•W
TOTAL
TOP
SLA9
..
B0TT01N
BLAB
0.2S8
W. tlOC.
R
0.Tm
D
A
B
C
0
N
E
F
NO-
LENUN
NO.
LENBTN
NO.
LSS.
12"
3'-0"
2'-2'
--
2'-9`
-
•-
--
--
-
..
..
_
0.016
0.020
is 3
R3
2'-2"
3 -0
0.82H
0.023
0.090
10"
3'- "
2'-2'
3'-3"
6
0.
0.0"
0.640
24^
3'• '
2'-2'
.0'
8
1,00
O.=
0.08E
Sr
3'.6•
2'-2'
8'-4"
4'-8"
1'-2"
'e-O"
4
1'-8"
2
8'-9"
3
3'-9"
89
1
38^
3'-0'
2'-2"
8'-10'
4 -S
1'-S'
4'-O"
4
1'-11"
3
S'-8^
8
3'-S"
48
J0.1230.321
8
1.7140.178
42'
4'•S"
5 -3
1'-S'
S'•2"
4
t'-B'
2
2-1t
9
2 -1t'
32
1.798
O.1B0
0.248
48"
3'- •
2'-2'
!f •0"
•B
2'.0"
S.2"
4
2'-9°
8
2'-17"
8
2'-17"
98
2
2.632
0.225
0.317
5'-7"
S -S'
2'-T^
3'-2"
4
2'-10"
5
2'-17"
8
tP-11'
41
2.S87
0.257
0.401
• RISER HIS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
Designer
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
Job No.
GSP
204420.00
CLASS
IORII
MATERIA
CONCRETE
C
I, 1
BA
y
W
1"` W
T9 J
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LU
IN rrt
Ix IL
O �
Ors W _
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r
JO
W�
840.14
rliQ" ►11 Al
CLASS "A"
CLASS "C"
Anchor Medical Center of Oak Island
Oak Island Township____Brunswick County North Carolina
CLASS
1 OR I
BACKFI(
CLASS[
BEDDING
CLASS "B"
CLASS
I, II OR
BACKFIL
CLASS "D"
BEDDING DETAILS
N.T.S.
Storm Drainage Details
[V
w
J
M
Q
in
x
H
d
3
W
a3.
n-
10
�....,r..,, ---UND
BACKFILL TO
ED PROCTOR
'AVEMENT
S TO ANGLE OF
SOIL OR AS
3Y THE ENGINEER
:EMBEDMENT
) PROCTOR
INULAR MATERIAL
BY THE
:ER
l .lVI1 VVlIVWI
STANDARD PIPE TRENCH DETAIL
PREPARED FOR:
Brock & Associates
256 Racine Drive, Suite 102
Wilmington, North Carolina 28403
910-395-8266
N.T.S.
CL SE
031
�GIN ell N,
Y151 Ip
CIC, # 0C.
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.
10.0
V.
i I. �,1...,,,
!
r } i' , , 1 = rr 7T-7 T_T
''.1
.1

TRENCH WIDTH - SEE TABLE - VARIES
ELEV- SEE PLANS
HAND -COMPACT MIN. 6'
ABOVE PIPE TO
MANUFACTURERS � - - - -
PAVEMENT SECTION SEE
SHEET 8.0 FOR DETAIL
-Revision,
RIM ELEV: BRICK WEIR
PLACE SEE GRADING PLAN ELEV.
GALVANIZED I
HARDWARE CLOTH afi E.
OVER ALL OPENINGS -
WITH STAINLESS
STEEL FASTENERS
OVERFLOW PIPE
PLACE &
GALVANIZED
HARDWARE CLOTH
OVER ALL OPENINGS
NTH STAINLESS
STEEL FASTENERS
0
PIPE 08"
OUTFALL
PIPE "A' AND 'C'000, PIPE
a
iV
lk
+..
:s.
4' x 2' DROP INLET
N.T.S.
STRUCTURE
PIPE "A"
PIPE "B"
OUTFALL
BRICK WEIR
2
14.73
14.73
12.44
17.37
6
14.73
14.73
11.93
17.37
Designer
GSP
Scale
Drawn By
Date
GSP
04 04 2006
Checked By
Job No.
GSP
204420.00
SECTION A —A
N.T.S.
NOTES:
1) DROP INLET BOX CAN BE ETHER REINFORCED
CONCRETE OR BRICK.
2) INSTALLED GALVANIZED HARDWARE CLOTH OVER
OPENINGS IN 3' X 2' BOX ALSO.
Anchor Medical Center of Oak Island
Oak Island Township Brunswick County North Carolina
RECOMMENDATIONS.
SEE TABLE FOR # OF RUNS
FOR EACH INFILTRATION SYSTEM
X OUTSIDE S
DIAMETER
m
w
I
W
m
a
F_
w
w
m
I
cs
z
LLI
U
z
LI
L
ALL HDPE 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
HDPE PERFORATED PIPE
SECTION A -A
N.T.S.
PREPARED FOR:
Brock & Associates
256 Racine Drive, Suite 102
Wilmington, North Carolina 28403
910-395-8266
NON -WOVEN POLYESTER
FILTER FABRIC --TOP
BOTTOM AND ALL SIDES
STORAGE ELEVATION =
SEE TABLE
INV = 15.03
14.70
OF #57 STONE
e_��4* CLEAN SAND
SEASONAL HIGH WATER TABLE
CLEAN WASHED (SEE TABLE FOR ELEVATION)
No. 57 STONE-6" LIFTS
COMPACT TO 9OX AASHTO T99
UKUF IMILLI L.UI:AIIUN WILL VAKY WIIH
EACH INFILTRATION SYSTEM. SEE ACTUAL
PLANS FOR LOCATION.
7
0
INFILTRATION SYSTEM TABLE
INFILTRATION
DESIGN
SYSTEM
NO. 1
$
RUNSOF
PIPE
24"
DIAMETER
OUTSIDE
DIAMETER
2.32
(FT.)
MIN. X
(FT.)
0.85
MIN. S
(FT.)
1.4
TRENCH
WIDTH
30.06
(FT.)
TRENCH
LENGTH
150
(FT.)
STORAGE
17.37
ELEVATION
SHWT
12.70
ELEV
-GRATED PIPE
bkt r�
FOR # OF RUNS
INFILTRATION SYSTEM
k.SHED
TONE
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: 910-25&-2584 www.wilhersravenel.com
Sheet No.
11.0
fir- - --- - - - - �• .h v��..,� o: :i��.,j'rr .r .�i�;. .��� .p �T.