SW8061216_APPROVED PLANS_20070608

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 U�o I21 �v
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 260'1 wx og
YYYYMMDD

DEVELOPMENT PLAN
SITECape Fear S P orts Medicine
WILMINGTON , NORTH CAROLINA
FEBRUARY 28, 2007
INDEX OF SHEETS
COVER
GENERAL NOTES C-1
SITE INVENTORY/DEMOLITION PLAN C-2
/ / I SITE PLAN C-3
UTILITY PLAN C-4
VICINITY MAP �� / / "' I I p GRADING PLAN C-5
\ I CML R, AIIERS:MI PAl liR w�UX,' ,*-I,
I RL K. LANDSCAPE PLAN C-6
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LlK)wBP,4KNS I 0.B II%P4 IJI UID iW 15 WAIT
US,m�.% STANDARD DETAILS C-7
"�G. """ � " ll-15 UTILITY DETAILS C-8
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Da 4lT44 K all INFILTRATION SYSTEM DETAILS C-9
— — LANDSCAPE & EROSION CONTROL DETAILS C-10
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Park Avenue
\ Two-STORY -- DEVELOPMENT DATA:
S \ \d\� \ I MEDICAL
6i.CAL BLDC, I PROPOSED LAND USE: MEDICAL OFFICES
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• p, \ �\(� O I zw*R ooi ic* a-,e BUILDING AREA: 18,547 S.F.
• /v S17E m° r \ \ \\\zP\ 1. __l I a* � BUILDING COVERAGE: 553 S.F. = 12.4%
us �IPunder Drive //} \ \ 7
\ \ \ BUILDING S.F.: FLOOR #1 FLOOR #2 9,18 S.F
�. BUILDING CONSTRUCTION TYPE:
a TYPE 3, SPRINKLED
PARKING: OCCUPANCY IS "B" BUSINESS
US
® 1/170 S.F. - 112 MAX. PERMIT'D.11 \ \ \ \ \ \ ® 1/**083 SPACES PROVE.Q**
• \ \ \ \ \ \ ® IMPERVIOUS SURFACES:
N p\�\ BUILDING - 9,553 S.F.
\� �d 22,052 S.F.
1 2 w.a':,�, \ PAVEMENT -
z Kwi.xa \\� \ WALKS —
• zwxcaslwcrce \y �+ \ PERMEABLE PAVEMENT (8,345 SF USE 60%) — 5007 S.F.
Lep \ TOTAL — 38,175 S.F.
N GENERAL NOTES:
�S 1 W J0• � � -- ""— � \ \ \ \ BAGLEY AVEN —
ri htsville P 30' PUBLIC R W
Slte \ \ � — ___� —_—_� _ .-- '— i 1. NEW HANOVER COUNTY PARCEL NOS.: APPROVED
\ 3156((05)) 09 — 9519
_ 3156(05) - 09 - 9770 NORTH CAROLINA ENVIRONMENTAL
�� \\ MANAGEMENT COMMISSION
I I j sEACAIE eaei6r(>`U c 2. TOTAL TRACT AREA: 77,377 S.F.
r zaxnc B6TRICT oa
na \ \\ \ wn owl cwirol 1.78 AC.t
Rmll(R h tigw it/y9p1 \ C MjKR URM.L.LC, BB.1!B PG..1M ( > DIVISION OF WATER QUALITY
ZNK USUICT:Ol'1-1 Zww 06.1.Ob
W �ra *women \ \ \ \ o q lk ro w 3. ZONING DISTRICT: 0&I-1(CD)
\ \ 4. LAND CLASSIFICATION: DEVELOP��D]
S � � SETBACKS: RECEIVED
N .T. S . \ \ \� \ \ \ \ 1 = 5 0 � 10' SIDENYARDRDSETBACKCK
�'�--^�\ 20' CORNER YARD SETBACK MAR t 9 2007 \111111 //
\ \ \ \ \ \ 20' REAR BUFFER YARD DWQ \\\ CA 0
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DEVELOPMENT NOTES: 03131
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH
o THE CITY OF WILMINGTON LAND DEVELOPMENT CODE.
3 2. THE ADDRESS IS NEEDED ON BUILDING PRIOR TO /'��ic•9 �!GIN�PQ�.\��
OBTAINING C/O. ///R�'Y S• p\\\�
3. SITE LIGHTING IS NOT TO GLARE ONTO ADJACENT
STREETS & ADJACENT PROPERTIES.
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PREPARED BY: DEVELOPER/OWNER
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3 CAPE FEAR SPORTS MEDICINE
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WITHERS RAV E N E L 5710 OLEANDER DRIVE #108
ENGINEERS I PLANNERS I SURVEYORS WILMINGTON, NC28403
7040 Wrightsville Ave, Suite 101. Wilmington, Noah Carolina 28403 REF: D . B . 4 3 6 4 — 5 7 9 Bc D . B . 5 0 2 5 — 1 9 2 0
tel: [phone] fax: [phone] www.withersravenel.com
#CD - 7 - 1 105
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FOR: CAPE FEAR SPORTS MEDICINE
W&R PROJECT NO.: 03050331 ,01
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COORDINATION NOTES GENERAL GRADING NOTES EXISTING UTILITY NOTES
EROSION AND SEDIMENT CONTROL NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
REQUIRED FOR CONSTRUCTION OF THESE PLANS. EROSION CONTROL AND SEQUENCE THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY FIELD PRIOR TO GROUND BREAKING.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF WILMINGTON OF CONSTRUCTION NOTES: OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
AND THE STATE OF NORTH CAROLINA.
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING 2. EXISTING L,TILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC, FROM THE AREA OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND WITHIN DESIGNATED CLEARING LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN 2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 CALENDAR DAYS OF CEASE OF ANY GRADING TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. ACTIVITY. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... UTILITY CONTACTS:
IMPROVEMENT STAKEOUT(S). 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE 1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES DEPARTMENT LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 1-800-632-4949
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID 4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE NOTICE REQUIRED
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
WITH OR REFERENCED IN THE RECORDED EASEMENT. AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
GENERAL NOTES: APPROVAL BY NEW HANOVER COUNTY. NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
1. ALL TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE BEEN TAKEN FROM MAPS PREPARED BY W&R SURVEYING. MAINTENANCE PLAN EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, CONTACT CAROLINA ONE CALL"AT
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE 1-800-6324949
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY PRACTICES AS DESIGNED. CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS EMERGENCY DIAL 911 POLICE-FIRE-RESCUE
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL ARE RECEIVED.
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR INTO THE STREET WILL BE IMMEDIATELY REMOVED. SITE NOTES UTILITY NOTES:
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 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL REPAIRED AS NECESSARY TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE 1. EXISTING SANITARY SEWER SERVICE IN WATER SERVICES
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE TO MAINTAIN BARRIER. SILT FENCE STAKES WILL BE SPACEDED 6 FEET APART UNLESS RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN CONNECTED TO THE EXISTING BUILDING ARE TO BE ABANDONED.
CABLES, WATER LINES, ETC... A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
HEREON BEFORE BEGINNING CONSTRUCTION.
NEW SERVICES WILL BE PROVIDED TO PROPOSED BUILDING,
4 ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED 2. PROJEC' SHALL COMPLY WITH CITY OF WILMINGTON CROSS
.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES CONNECTION CONTROL REQUIREMENTS. WATER METERS
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR 70 WORKING IN THESE AREAS. CANNOT RELEASED UNTIL ALL REQUIREMENTS ARE
DENSE VEGETATIVE COVER. MET, CALL
343-3910 FOR INFORMATION.
OCCUPATIONAL SAFETY AND HEALTH ACT. 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. 3. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO STABILIZATION NOTES HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN As NECESSARY TO INSURE PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
THE WATER METER BOX.
UNSTABILIZED AREAS. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORT
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRICTION WORK. ION, 4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION SHALL COMPLY WITH THE CITY'S CROSS CONNECTION
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION, CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
BY THE DOT. PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" 5. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER
Seeding Mixture BROOM CLEAN AT ALL TIMES. MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANT'S
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TG CONSTRUCT THE WORK g CERTIFICATION HAVE BEEN PROVIDED AND N.C.D.E.N.R. HAS
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE, SPECIES RATE (LB/ACRE) 8. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE ISSUED "FINAL APPROVAL."
ST. AUGUSTINE 10-20 EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE 6. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, AND
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. Seeding Dates TRANSMITTAL LETTER TO THE ENGINEER. TELEPHONE SHALL BE INSTALLED UNDERGROUND.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1 [phone] AND ALLOW MARCH - JUNE 9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE 7. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING, GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL TRAFFIC CONTROL DEVICES).
Sall Amendments BE MADE WITHOUT THE PERMISSION OF THE OWNER.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 8, ANY NROKEN OR MISSING SIDEWALK OR CURB & GUTTER
LIMITS OF DEMOLITION AS SHOWN ON PLAN. 10-10-10 FERTILIZER. 10. COTRACTOR SH LLEVER NG OCATION AND ELEVNOTNTION OF ALL
LSHOWN OOUNDNSTIALITIES. THE ND WHERE SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
CATION Mulch SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO 9, MECHANICAL EQUIPMENT & ALL TRASH RECEPTACLES SHALL
DEMOLITION NOTES DO NOT MULCH. EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING
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 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE Maintenance REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE AND PROTECTION OF EXISTING UTILITIES DURING
EXISTING SERVICE CONNECTIONS WHEN NECESSARY FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" CONSTRUCTION. CALL U_LOCO AT 1-8DO-632-4949,
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. CALL BELLSOUTH ® 1-910-392-8712.
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 11, CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED i0 THE EXCAVATION, HAULING AND OFFSITE TEMPORARY SEEDING-LATE WINTER/EARLY SPRING REPLACEMENTS OF ANY UTILITIES, CURB & GUTTER,
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, S-EPS, AND 12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES. CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE Seeding Mixture 13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS, TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4 DIMENSIONS
ARE OUTSIDE FACE OF BUILDING OR TO FACE
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES ANC UTILITIES 12. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
WINTER AND EARLY SPRING OF CURB UNLESS OTHERWISE NOTED.
FLOW TO EXISTING DRAINAGE PATTERNS.
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 SPECIES RATE (LB/ACRE) 15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
OWNER. Rye (GRAIN) 120 EQUIPMENT, ETC., THAT MAY BE REQUIRED.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE AND COASTAL PLAIN, KOREAN IN MOUNTAINS) AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CONTRACTOR. OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION BEYOND JUNE. GENERAL UTILITY NOTES
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION SUMMER
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED S�ALL OF WILMINGTON AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL. SPECIES RATE (LB/ACRE) IN THE PROJECT SPECIFICATIONS.
GERMAN MILLET 40
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE FALL THE DRAWINGS.
RESPECTIVE COMPANIES.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE SPECIES RATE (LB/ACRE) REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
DEMOLISHED. RYE (GRAIN) 120
INDICATED OTHERWISE ON PLANS.
° 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOLL, STATE AND FEDERAL
3 REGULATIONS AS WELL AS OSHA REGULATIONS.
Seeding dates
< 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 COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
w TEST PITS BY HAND. APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
m
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
V
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
N MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
o A MULCH ANCHORING TOOL.
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REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
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PROPERTY ADDRESS; 6019 OLEANDER DRIVE I
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No. Revision Date B Designer Scale
PREPARED FOR:
GSP CAPE FEAR SPORTS MEDICINE WITHERS R" ENEL Sheet No.
Drawn By Dam GENERAL NOTES Cape Fear Sports Medicine
ive#108
1ss o8-os-oe WILM5710 INGTON,der DNrC 28403 ENGINEERS I PLANNERS I SURVEYORS C- 1
N Checked By IOiI No.csP 03050331.01 WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA 7040 Wrightsville Ave,Suite 101.Wilmington,North Carolina 28403 lel:910.2S6-9277 fax:[phone] www.withersravenel.mm
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CARL K. PATTERSON, JR. LAND USE: VACANT ZONING DISTRICT: R-15
ZONING DISTRICT: R-15 I D.D, n26 PG. 436 LAND USE: VACANT
LAND USE: RESIDENCE I D.B. 700 PG. 40
\s\ / N/F D.B. 1720 PG. 297
LL N 28'55'04" E ' 50.01' SITE INVENTORY NOTES:
\ SPLAS G. & MARSHA NEIGHBOR b — —
ZONING DISTRICT R-15 >z� ``vv " ," / ,�' ' /r- 1, SOILS TYPES: LEON SAND & BAYMEADE FINE SAND
\ \ I LAND USE: RESIDENCE ( I
\ D.B. 4444 PG, 228 \ ,r sl ,� 2. THIS PROPERTY IS NOT IMPACTED BY ANY AEC.
\ \\
\ - - 5 - 3. ENO CONSERVATION OVERLAY BOUNDARIES AFFECTING THIS
\� ✓ / / THERE ARE
PROPERTY.
29'11'23'r E 19.69_ `r -_ \ 30 S E 49.12 ac 1 - ti:' 1 —
. 4. THIS SITE IS NOT IMPACTED BY ANY RECOGNIZED HISTORIC OR
'Po1 1 - I \ - ?� 1 iu �' ! I / ARCHEOLOGICAL SIGNIFICANCE.
f C4 d / / 5. NO CEMETERIES WERE EVIDENCED ON THE SITE.
-� • \ \ - / is I [ / ! 6. EXISTING VEGETATION HAS BEEN LOCATED AND IS LABELED.
\ \ Ji ° / ` ` r / /,' ' 7, THERE IS NO EVIDENCE OF JURISDICTIONAL WETLANDS ON THE SITE,
\ I I I \ 8 THERE E.THE SITE NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON
I
a. X
\ 1 I 1 9 REMOVAL IS TO OCCUR OUTSIDE
- -\\ N/F I I I I X`_ ;N / � a✓-! �\ / NO LAND DISTURBANCE INCLUDING TREE
\ JAMES D. MILLERnETf�L `
\ -/ / / / y/ I THE LIMITS OF DISTURBANCE SHOWN ON
ZONING DISTRICT: 0&I-1 I \ I I I ` i" ��v 1. 1 / .�/j ' THE PLANS.
\ LAND USE; VACANT Z I I
X /
\ \ \ \\ \ D.B. 3068 PG. 207 I I I I! \ I /i, yl., 10. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING
b AND SILT FENCING HAS BEEN INSTALLED
\ O — ��i l / / L/ AND APPROVED.
\ \ \ \ \\ V?,\ / ,1 �{ �\ 11. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF V� \ J• �; O I \ �� \ � / —V / / / 1 i /� THE PROJECT AND THAT LAND CLEARING -
\ i,: \ 1 / 1/ 1 / AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION
i /� ON TREE PROTECTION REQUIREMENTS AND
METHODS.
\ '•" I 1 � / \ � ' I 1 � / (1 �;�� / � , 12, ANY PARKING LOT LIGHTING IS NOT TO GLARE ONTO ADJACENT STREETS.
13.Jai/
]6. \\ / \I ` � F� / ; NO AUXILIARY SIGNS OR FREESTANDING POLES SIGNS SHALL BE PERMITTED
` ` ON THE SITE. ALL FREESTANDING SIGNS SHALL BE MONUMENT SIGNS THAT
/, 3 COMPLY W/ CITY CODES, THE SIGNS SHALL BE LANDSCAPED AROUND THE
\'` f J'v BASE AND SHALL NOT EXCEED 6 FEET IN HEIGHT OR 35 SF IN AREA.
1
�'\
x
1
11 �,
1 In
/
v
41
\ \ A VIR�'�� /i 1 ii � ' / GINIA G. WARLICK
sr� �"�... t 1/ l/ ZONING DISTRICT; R-15
LAND USE: RESIDENTIAL
D.B. 5025 PG. 1920
y 7�p
1
00
\ \ V �Z \ _ REMOVE
EXISTING I
BUILDING I /'
1
N/F \ \ \ \ � \ \ \ '
i
JOYCE W. HORNE �, ` ! '
i C/0 GREG A HORNE V A \ \ \ \ ss���' t� _ i
OGpQ�G DISTRICT- CB \ \F RELOCATE
LAND I�SE; CO E AL \ \ \ \ r
D.B. 2195 PG. 5 o.l. 1 ! LIGHT POST ?�
\ \ \ \ RIM=16.2
° INV=11.2
S 29'15'00" W� 198.08 '°� `*
1
z �� —�,.— X '•' �R MI— — M — M —i— M — �M — V /�l V N�
z \ \ \ \ \ M EXISTING 12' TFR MAIN
— M
3CTJBLIC R �WA
— _ - -_ — - - --- -- ---- - - — - -- - - -- -- — --- - - - --
w \ \ EXISTING -._ -- . _.._ 'x .— —SS
\ \ SS�ANilo�R 1�-- —SS —SS— —SS� a
r \ \ \ \INV IN=9.51 " S :• `'' ��t^
o !wi INV IN-9.50 \ F,
°+ IN OU7=9.65 y
*^ _
N fF
_-
Nj SEAGATE BAPTIST CI VU CH
ZONING DISTRICT: 0&1
"' ' - \ \ C > \ OLEANDER RIVF L.L.C. LAND
489 PG. 386
H
ROBERT R. & SHIP J(iNy�\ ��L- \\ �\ OLZONIBNG DISDTRICT: 0&I
z ZONING DISTRICT: 0&1-1
LAND USE: VACANT \ \ \ \ \ \ \ \ ' LAND USE: OFFICE
F D.B. 4766 PG. 577 \ \ \ \ \ \\ D.B. 3970 PG. 198
- \
in
1 GRAPHIC SCALE
w ) \ \ \ \ \ \ \\ \ 20 0 10 20 40
-_
EA
f inch - 20ft.
,a 031315
cvGINS' �
PROPERTY ADDRESS: 6019 OLEANDER DRIVE /��R
7 �1l�
PREPARED FOR:
No. Revision Date B Designer GSP Dale te 1 u-20, SITE INVENTORY & WITHERS IR"E N E L sheet"°.
CAPE FEAR SPORTS MEDICINE Cape Fear Sports Medicine
Drawn By ogre 5710 Oleander Drive#108 �_� '
08-09-06 DEMOLITION PLAN WILMINGTON, NC 28403 ENGINEERS I PLANNERS I SURVEYORS
o Checked
By Job NO. 7040 Wrightsville Ave,Suite 101.Wilmington,North Carolina 28403 tel:910.25f>9277 (ax: www 910-256-2584 .wi[hersrsvenel.com
o csP 03050331.01 WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
3
u

81 . 5
----- ------- ----
EX. BUILDING -_-__.-
1'ARL k:. E'A ITERC.ON I.,/E
\ N/F ZONING DISTRICT: R-15 i;ARI. 1<. PAITERSON
\ CARL i<_ PATTERSON, JR. LAND USE: VACANT ZONING DCiTRICT: R - IS
\ ZONING DISTRICT: R-15 D-B. 1126 PG. 436 LAND USE: VACANT CO
LAND USE: RESIDENCE D.H. 700 PG. 40
/ N/F D.B 1720 PG. 297 —
SILAS u �'� MARSHA NEIGHBORS
\ ZONu•,G DISTRICT: R-15
LAND USE: RESIDENCE
\ D.3 4444 PG. 228
- - (J1
\ No I I o Cfl
\ C"t I I N CIO
I _a
I I "
C4
\ - - - - - - - - - - - - - - - BUFFERYAR
- - - - - - - - - - -- -- - - - I 20' SIDE YARD SETBACK / 20• BUFFERYARD 4
\ LK - - R - -- -- - - -1
4' PERVIOUS CONCRETE SIDEWA l I
\ N/F 026 5R' I 23.72' -
CN
JAMES D. MILLLR E FAL I 3 SIDE_ YARD SETBACK
H-0
\ _ UMPSTER
\ ZONING DISTRICT, O&I-1 r (FOR 34' HGT. BLDG.)
\ \ LAND USE: VACANT _ 55.8' I
\ \ \ \\ D.B. 3O68 PG. 207 - I 52,84' t 15, ENCLOSU I 3.69' I11
CO. 6'
\ \ O \ \ \ O I HANDICAP RAMP, TYP. , 25'R 25'R 24' 25'R 25'R
w� 291 S
\ ,
0 1 HANDICAP SIGN, TYP, 5'R 5'R 5'R 5'R I I
j I -- ---- ---- 5R I I N. 0
\ \ p l n n c�
\ \ \ \ N I 18.32' l
ml 3.sR ; � I � � IIII I � II I , I�nl „ i I 49. 9
15'R L ) 2 I
i-
\ \ \\ 7AC 1 21�, SF I I I
\ I „ , III -
\ 42.73 50'R
10.0 18.3
7.5' CONCRETE SIDEWALK I it I �J j I INFILTRATION TRENCH
\ \ O �J \ \ I y - ---- SCALE: 1 =10'
\ \ \ \ -36.26 TWO— STORY
I I
\ \ \ O� \\ i 6.6 MEDICAL BLDG. '2' I' j II 'I
19,000 S.F. I (�
\ o BLDG. HGT. 34' cn 13' 24'
/ 11 N/r
F,F,E.=23.75 ^' j I — VIREINI , G. VVARLIC'K
9,553 SF SURFACE AREA 12, ZUNINI DISIRIt I R I`i
I
N IL NI-) _ ,r-- kE_.IDtN I IAI_
6.6' 00 O.H. 502'; PG.18,
10.0' 18.3' 50'R I TYP I C
\ \ W
m
i Im I
�� g1 ►9 15R 15 ID
9 TYP
\ _ 5'R 3 PAVEMENT _ P
\ \ \ \ \ \ is 0 I
\ \ _\d&RET�SIDEJ%I /�A \ /
\ TYP 14 14 501 SF 14 14
\ \ \ \ \ \ \\ \\ 34.8' 'o, 5'R 5•R 4• 5'R 5 R
PERVIOUS CONCRETE SIDEWALK 25'R 25'R 25'R 25'R I
\ \ \ \ \ \ \\ \ MONUMENT SIGN / PERMEABLEI
I
N/F \ \ \ \ \ \ \ 0o o PAVEMENT I
JOYCE W. HORNE \ \ \h` -\ \\ \ 'a N ` 20• CORNER YA SETB
C/O GREG A. HORNE \ `.► \ \ \ 40
- - - - - - - - -- - - - - - - - -- - - -- - - - -- -- - - - - - - - - - - - - - - -- -- - - --
ZONING DISTRICT: CB \ \ \ 3.33'
LAND USE: COMMERCIAL \ \ \ \ �— 20 X70
D B. 2195 PG. 765 \ \ \ 5' PEDESTRIAN 0 24" CURB & SITE
35'R\:
24.52' \
spa
4.36' 4.36'
BAGLEY AVENUE
\ \ \ \ _ - - - - - - - - - - - - - - - - - - - - - - (30 ' PUBLIC R/W�- - - - - - --- - -
\ \ \ \ EX15TING _. _— __ _—T —.— —
\ SAN SEWER .—
_�� NV W,9.51
1 V IN-9,50
IN OUT-9.65
—J
N
V A \ \ \ \ \\ 'a�v i sEHC A.TE B PTI`�r CHURCH
ZONING DISTRICT, 0&1
N/F_ ZF, \ N/F LAND USE: CHURCH
8 ROBERT R. & SHIRLEY JOHNSON\ \ \\ \ P9l \ OLEANDER DRIVE, L.L.(- G B Ogg PG 386
ZONING DISTRICT: 0&I-1 \ \ \ \ \ \ \\ \ C, ZONING DISTRICT: O&I
LAND USE: VACANT LAND USE: OFFICE
D.B. 4766 PG. 577 \ \ \ \ ����\\ I D.B. .)970 PG. 198 NON-MUNICIPAL
\ \ F \ 1 SIDEWALKEASEMENT • NOTE: BOTH SIDES SYMMETRICAL
\ \EXISTING\TURN LAN \\ \ ` s' 10' 10' \1111 u i
5 \
a � \
\ \ 4" CONCRETE 4' CONCRETE
SIDEWALK SIDEWALK % \ \ N /774
N \ \ 2" ASPHALT " CROWN �
w \ \ \ \ " MARL EASE GRAPHIC SCALE _ SEAL r
TYPE "A" cuR 20 0 to 20 40 = 031315 =
< \ \ \ AS NEUED
1 inch - loft.
BAGLEY AVE.
STREET SECT
IN
/ \ \ PROPERT� ADDRESS: 601� OLEAN R DRIVE
N /
O
° No. Revision Date By Designer scale 1„=zo'
GSP CAPE FEAR SPORTS MEDICINE SITE PLA PREPARED FOR: WITHERS ' R"ENEL Sheet No.
ass N Cape Fear Sports Medicine
o Drawn By Date
5710 Oleander Drive#108 �_�
NN o8-09- WILMINGTON NC28403 ENGINEERS I PLANNERS 1 SURVEYORS
Checked By GSP job No.
WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA ' 7040 Wrightsville Ave,Suite 101.Wilmington,North Carolina 2a403 let:910-256A277 lax 914256-2584 w•wv.withersravenel.crom
3

�. �i
SAN. SEWER \
MANHOLE 4\ /
INV OUT-9.99 .77\\ /
UTILITY NOTES:
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
/ EX UTILITIES PRIOR TO DEMOLITION & CONSTRUCTION, AND
S� BUILDINGI I I CARL It . PATTERSON I N/F NOTIFY ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES.
N/F I ZONING 11 STRICL R-15 CARL K. PATTERSON
CARL K. PATTERSON, JR, LANO USE: VACANT ZONING DISTRICT: R-15 2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON
ZONING DISTRICT: R-15 I D.B. 11126 PG. 436 I LAND USE: VACANT CROSS CONNECTION REQUIREMENTS, WATER METER(S)
LAND USE: RESIDENCE
D.B. 700 PG. 40 CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL
\\ / N F D.B. 1720 PG. 297 ALL REQUIREMENTS ARE MET AND NCDENR HS ISSUED
\\/ s�LAs G. & MARSHA NEIGHBOR _ _ THEIR "FINAL APPROVAL". CALL 343-3910 FOR
INFORMATION.
ZONING DISTRICT: R-15 ( 3. IF THE CONTRACTOR DESIRES CITY WATER FOR
\ \\ LAND USE: RESIDENCE
\ \ I D.B. 4444 PG. 228 I CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR
THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE
ON TME DEVELOPER'S SIDE OF THE WATER METER
BOX
\ \ 4, ALL COMMERCIAL WATER SERVICES AND ANY
\ \ \ — — — — — IRRIGATION SYSTEMS SUPPLIED BY CITY WATER SHALL
HAVE BACKFLOW PREVENTION DEVICE ACCEPTABLE TO
THE CITY AND APPROVED BY USCFCCCHR OR ASSE.
r — — — — — — —— CALL 343-3910 FOR INFORMATION.
\ \ 2"-90' BEND 2" WATER METER
6"-90' BEND I I 5, WHEN PVC WATER MAINS AND/OR POLYETHYLENE
\ 2° DOhSTIC WATERLINE W BLIND FLANGE DOWN TO 2" `\�__— SERVICES ARE PROPOSED, THE PIPES ARE TO BE
--
W W 2" TEE, 90' BEND, 2" G V. MARKED WITH NO. 10 INSULATED COPPER WIRE
FIRe PROTECTION WV INSTALLED THE ENTIRE LENGTH AND STRAPPED TO
N F 6 x8 TEE, & 6 G.V. THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS
\ \\ / _ I FIRE PROTE I N DIP' — — — — TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL
JAMES D. MILLER ETAL VALVES AND FITTINGS. THIS WIRE IS TO BE
ZONING DISTRICT: 0&1-1 M I I I ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER
\ \ \ \\ LAND USE: VACANT I I i ____ METER BOXES TO AID IN FUTURE LOCATIONS OF
\ \ \ \\ \ \ D B. 3068 PG. 207 I I FIRE HYDR ASSEMBLY '`�
REMOTE STANDPIPE - / - �� FACILITIES.
\ W FDC. -�-
6. ALL WATER MAINS & SERVICES SHALL HAVE A
MINIMUM OF 3-FOOT COVER.
C/ ss zj \ _ _' i J 7771,E 7. WATER AND SEWER SERVICES CANNOT BE
--- _ ACTIVATED UNTIL ENGINEER'S CERTIFICATION AND
�, ---_- AS-GUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY PUBLIC WATER SUPPLY SECTION OF
NCDENR AND "FINAL ENGINEERING CERTIFICATION"
ISSUED BY DIVISION OF WATER QUALITY OF NCDENR,
F \ ,
8. CONTRACTOR SHALL INSTALL ALL NECESSARY
HORIZONTAL & VERTICAL BENDS TO ACCOMPLISH
DESIG9, CONTRACTOR TO COORDINATE ALL UTILITY TIE INS
\ WITH ARCHITECT.
\� \\ I I TWO- STORY 7 I 10. WATER TO BE SUPPLIED BY CITY OF WILMINGTON
\\ I ��D I��� BLDG.
L��' I I AND SEWER BY NEW HANOVER COUNTY.
01
11. HYDRANT MUST BE WITHIN 150' OF THE FDC.
\ \ \ \ \ \ \ I 19,000 S.F. I I
\ \ I 12. THE FDC MUST BE WITHIN 40' OF FIRE
BLDG. HGT. — 34' I I VIRGINIA GF WARLICK APPARATUS PLACEMENT
f.E.E.=23.75 I I F 13, LANDSCAPING CAN NOT BLOCK OR IMPEDE THE
ZONING DISTRICT: R-1�
C/ z I LAND USE:
RESIDENTIAL
FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE
I 1 III D.B.D B. 5025PG. 1920 SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE
\ \ 0 OF THE HYDRANT AND FDC
o I 14. HYDRANTS MUST BE WITHIN 8' OF THE CURB.
\\ \ I I 15. NEW HYDRANTS MUST BE AVAILABLE FOR USE
PRIOR TO CONSTRUCTION OF THE BUILDING.
\ \ \ \ \ \ \ \ \ \ 6" PVC SAN TARY SEWER I I 16. CONTRACTOR
MAINTAIN
/ \ SERVICE (SO 26) ACCESS OR EMERGENCY VEHICLES AT ALL TIMES
\ \ \ \• \ \ \ \ \ I I DURING CONSTRUCTION.
17. BACK FLOW PREVENTORS SHALL BE INSTALLED IN
\ \ \ \ \ ¢ I 1 THE MECHANICAL ROOM FOR THE FIRE I
SANITARY SEWS I DOMESTIC WATER, CONTRACTOR SHALL USE 09
\ \ \ \ \ \ CLEAN OUT, MOILI WATTS RP DETECTOR ASSEMBLY (RPDA).
\ \ \ \ \ l\ SANITARY SEWER I I 1 18. IF IRRIGATION IS INSTALLED A BACK FLOW
TIE T EXISTINQ \ \ MANHOLE PREVENTOR SHALL BE INSTALLED, 909 WATTS RP
\ \ \ SANITFRY
\ SEWER MAIN �J' 3 \ I 0' PUBLIC UTILITY EASEMENT - DETECTOR ASSEMBLY (RPDA).
\ \ \ \ INV OF
MAIN 9:� \ \ \\ I f - -- - ----- -- _—� - _ _ ----- � 19. BUILDING CONSTRUCTION TYPE:
\ \ \ TYPE 3, SPRINKLED
\ \ \ \ \ \ I I OCCUPANCY IS "B" BUSINESS
JOYCE W.EHORNE
C/O GREG A. HORNE \ \ \ \ \ \ 9
ZONING DISTRICT: CB ss�� o; \\ - - —( ---.... - -- +. -- - - - - -
LAND USE: COMMERCIAL
D.B. 2195 PG. 765 J \ \ \ D,I. - - - - - — — — — — --- _
6.2
EXISTING FIRE V=11.2 T-
\ \ \ HYDRAN ASS _ #
/
EXISTING 12" TER MAIN � 0 / \(� � g(—/]�/J�J�I� � —
\ \ \ \ \ M — — M — —�— — M — — M — M CONNECT TO EX. — M v L_ 'T ^ V L'"V M — —
WATER MAIN WITH
30 PUBLIC R W_ ----- � 8"x12' TAPPING
E%ISTINC f� _vE _�_C "MPQ..I�_+
�f
a '2
< \ SAN. SEWER ---....c— ��SS.—_— —SS—.— —SS —SS— —SS_ SS— -- —SS--® yc
\ \ \ NVNHOLE IN=9.51 \
MJV IN-9 50 \
N/F
' SEAGA fE BAPTIST CHURCH
\ \ \ \ \ \ I ZONING DISTRICT:
N/F/ � \ N/F � LAND USE: CHURCH
ROBERT R. & SHIRLEY JOHNSON \ \ OLEANDER DRIVE, L.L.C. D.B. 489 PG. 386
ZONING DISTRICT: D&I-1 \ \ \ \ \ \ \\ \\ \ \ ZONING DISTRICT: 0&1
LAND USE: VACANT \ I LAND USE: OFFICE
5 D.B. 4766 PG. 577 \ \ \ \ \\ \\\ \ \\ D.B. 3970 PG. 198
1 GRAPHIC SCALE
z9 0 10 20 40 011'
"
1 inch - 20 ft. • • / ,
4 SE r '
r _ _
031315 =
PROPERTY ADDRESS: 6019 OLEANDER DRIVE
It
No. Revision Date B Designer Scale 1"=20' PREPARED FOR: sheet No.
GSP CAPE FEAR SPORTS MEDICINE WITHERS R" ENEL
UTILITY PLAN Cafe Fear Sports Medicine
Drawn By Dare 5710 Oleander Drive#108
m Jss og-os-os WILMINGTON, NC 28403 ENGINEERS 1 PLANNERS I SURVEYORS C-4
o Checked By Job No 7040 Wrightsville Ave,Suite 101.Wilmington,North Carolina 2e403 tel:[phone] fax:[phone] Wvew.withemrevenel.com
o GSP 03050331.01 WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
i
3

STORM COMPUTATIONS
STRUCTURE LENGTH DIAMETER TYPE OF SLOPE INV. UP INV. DOWN RIM COMMENTS
FROM TO (ft) (in) PIPE M (ft) (ft) (ft)
1 2 1 39.11 18 HOPE 0.3 19.62 19.50 22.30 2-1
i
1 3 2 63.88 15 HDPE 0.3 19.81 19.62 22.60 3-2
1 4 3 121.11 12 HDPE 0.3 20.17 19.81 22.75 4-3
5 4 57.80 12 HDPE 0.3 20.34 20.17 22.80 5-4
1
I i 8 2 55.76 18 HDPE 0.3 19.79 19.62 22.60 8-2
i
7 3 48.00 15 HDPE 0.3 19.95 19.81 22.70 7-3
i
1 I 9 8 43.00 15 HDPE 0.3 19.92 19.79 22.80 9-8
1 I I 8A 8 47.85 10 HDPE 0.3 19.93 19.79 23.60 8A-8
EX BUILDING I N/F I 6 8 101.05 15 HDPE 0.3 20.09 19.79 22.80 6-8
CARL K. PATTERSON I N/F 6A 6 47.82 10 HDPE 0.3 20.23 20.09 23.60 6A-6
i ZONING DISTRICT: R-15
i GRADING NOTE: I I N/F I I CARL K. PATTERSON
R -15
CARL K. PATTERSON, JR. I LAND USE: VACANT 1 ZONING DISTRICT: R-15
DO NOT COMPACT AREAS I I ZONING DISTRICT: R-15 D.B. 1126 PG. 436 I LAND USE: VACANT ., 11 10 79.2 15 HDPE 2.32 19.27 17.20 21.00 11-10
TO BE LOCATED.WHERE PERVIOUS PAVEMENT IS i I LAND USE: RESIDENCE i 1 D.B. 700 PG. 40
D.B. 1720 PG, 297 \ 2 11 70.8 15 HDPE 0.50 19,62 19.27 22.30 2-11
S�LAS G. & MAR NEIGHBORS (y 28'55'D>4" E �50 01' 1 ��
ZONING DISTRICT: R-15 13.4 18 HDPE 1.0 11.28 11.20 16.50 13-12
DRAINAGE NOTE:
LAND USE: RESIDENCE ALL ROOF DRAINAGE MUST BE D.B. 4444 PG. 228 x 0 14 13 291.4 18 HDPE 1.0 13.03 11.28 22.00 14-13
DIRECTLY CONNECTED TO I I ` ,
V 1 , ;77,
A I , � P ,. -Pt
\VA CATCH BASIN IN THE THE 1 I 1 i. '�� ; ', I . � i, - ^ ; 15 14 208.6 18 HDPE 1.0 14.28 13.03 18.00 15-14
�\ PARKING LOT. ROOF DRAINAGE I I \\
MAY NOT DRAIN DIRECTLY ONTO a � ' 30' 0' d" E 49;121
\ \ N 29 11 23 E 9.69 I ,
THE PERVIOUS PAVEMENT. - - - 7 I00
x �T ±F
\�\\\ SILT FENCE, TYP. r
I
I GENERAL GRADING NOTES
\ \ I ----\ ----- -------T ---- - -- - - ----y ---y---- -- - - l 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF
' r--- -- - I SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
�\ I wv I n I' I OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE
\ I
4,3 $4 __ _ t EXISTING UTIURES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
\\ \ N� 22 wµ 29'� i ' CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT
\ +\ JAMES D. MILLER ETAL/ _�.____ M "____" {_ i I I �-'• �� 3 LIMITED TO REPAIRS AND LOSS SERVICE REVENUE, CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH
, '. O5 , I I AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
'* ------ I ' '
LAN
\\ \ ZONING DISTRICT. 0&I-1 i I r
D.BD3068 PG.CANT207 Z q 23 i i, /I . \\ "\/ 22 Lo
I + I I I 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH
\ ` _• -_ `) I I '� ' /�� '--- / 3TC i y, I REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
\ \ A q li 1 o-N�J �~"2�• ' I �INFILTIJ}.+TION rI r ,a,l I I �`! 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE
DISTURBED LIMITS ' TRENCH ' I ' I CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,
\ ' / ¢¢ ' �I I SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE
1.76 AC 0 6A AC 6 f Q' _ _ 298, r / i 71 I I M I THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE
\ \ \ x 1 O. 0923 ,
"- � -J- 123 C 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.
_ 2360 23- ?P i I �I 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING,
Al
A= 0. 11 AC ' ; I I I ETC_ SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER
\ \sr x r I I I I I PERMITS ARE RECEIVED.
TREE PROTECTION-
FENCE, TYP. 5. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND THAT LAND CLEARING AND CONSTRUCTION
r�' 7"`_ SILT FENCE, TYP. CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
r---- ' 6, NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE GRADING LIMITS.
I' 23p is, 23 ,
i
7. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED.
TWO
\ \ \ \ \ \ �` , , u\ }� .� I I 8. THERE ARE NO WETLANDS LOCATED ON SITE.
\ \ O� \ \ \ \ \ \ �,1 ,, � MEDICAL BLDG. � , ; �<. . ;,, I r,
�� \ ` �� I I 23 3� '' ' / 9, AREA UNDER PERMEABLE PAVEMNT TO BE LEFT NATURAL AND NOT COMPACTED.
v v v v v� v \ �,,-! II 19,000 S.F. � ;:, I ' '
I j I '� 10. ALL ROOF DRAINAGE TO BE CONNECTED TO A CATCH BASIN IN THE PARKING LOT. ROOF DRAINAGE MAY NOT DRAIN DIRECTLY ONTO
�I m �BL4�HLrL�' � � +2362 ' /I I N/F
1 ` ' j I I IM VIRGINIA G. WARLICK PERMEABLE PAVEMENT.
\ \ \ \ \ \ \ \ 1 F,F.E.=23.75 23HIM4 '- I i it ZONING DISTRICT: R-15
LAND USE: RESIDENTIAL
22 i 2223 s, i ; ip D.B. 5025 PG. 1920
OFF-SITE
GRADING NOTE:
\ - ♦ '� _ I M1_9 I I gYPgSS LINE BYPASS LINE WILL NOT BE
11 ACI i
I � i ' ,r i - O 20' PUBLIC NEEDED IF PROPERTY NORTH OF
/� O .k ' ' DRAINAGE OR AT THE SAME TIME AS
/-\ I m p y 1 , I SITE IS CONSTRUCTED BEFORE
22 1 2260 D PROTECTION, I i i INLET EASEMENT BEGINS.
I I CONSTRUCTION FOR THIS SITE
29
22 1
2i' IN LTRATION {° I
\ C 22 BYPASS LINE I
I I
\ PER ALE77
' 1----- --- - E '
PA E I:222A 2 ' 22� 22 22EP
--- ---- --
\ \ \ \ \ I 21,
90 22
\ \ \ \ \\ \ ` 23 ��
2300
Ti! 22
' �. CONSTRUCTION ENTRANCE j I
NSF \ \ \ \ \ A� \ �. ` 5 VEGET + _ i q �� 7 .' pM I
JOYCE W. HORNED HILT J
C/O GREG A. HORNE \ \ \ \ V A ��� y -
\ 44 -i ---- - 7 22EP 1 n -_ 2285
rr
ZONING DISTRICT: CB \\ \\ \ \ �o'P �av�. --v 1 . . _ + 21 -� -E - 3
\ i 2- _EP '
LAND USE: COMMERCIAL I,. \\ \\ \\\ \ \ O ° - zo�-------- ------ EPA o 0 2
12 �t
D.B. 2195 PG. 765 \\\ .RIV_16.2� ---- - -- ----------- ------ -----`-----r---- F
a i
�s_ '/ - �� -�� r � 66 - :w�-�r-'-mac -��+�-=�a.�.�i-i� - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - -- - -- -- -
APRON EXISTING 12" WATER MAIN _ AG LE_-
_ "'___ _
--M---M---M---M---M---M -
ll - - --- -- - - -
I \ \ \ \ EXISTING � /X �- .:� __ __ -_ _\ - � - - � - � -.. - --.-- -. -..� -_-.__ - - - ..-_-. --r,�„ w .-. - - - _. -
\ \ \ \ 9AN. SEWER _-ss-F-% _ .� -.- i}- H '�y5 --55 --SS- 55- -SS- 95-_ - SS----y5-- --.5j---3g----yg-
9 i •y�q{�
\INAN
V NO 9�51 ' \� `� I 72ZS�T -• -
- lour.gb5s I
_ - - y \\ \\ \\ \ \ \� \\ I I r - - - r - - - - 7 - - -
\ I
\ \ \ \ \ \ \ \\ ` "� I I SEAGATE BAPTIST CHURCH
\ \
\ \ \ ` - ZONING DISTRICT: 0&I
N/F \ \ \ \ \ \ \ x \ �(� I N/F I LAND USE: CHURCH GRAPHIC SCALE �`�
ROBERT R. & SHIRLEY JOHNSON OLEANDER DRIVE, L.L.C. I D.B. 489 PG. 386 20 a ° 20 au S
ZONING DISTRICT: 0&I-1 \ \ \ \ \ \ \\ \ . `� I ZONING DISTRICT: 0&1
LAND USE: VACANT LAND USE: OFFICE I = 'a SEAL
D.B. 4766 PG. 577 \ \ \ \ \ \\ \\\ `� \\ �,�\ I D.B. 3970 PG. 198
t inch - 20 it
031315
PROPERTY ADDRESS: 6019 OLEANDER DRIVE `
a
No. Revision Date B Designer csP scale I M-zo' GRADING DRAINAGE & PREPARED FOR:
Drawn By Date CAPE FEAR SPORTS MEDICINE / Cape Fear Sports Medicine WITHERS R"E N E L Shea"°.
JSS 08_09_06 EROSION CONTROL PLAN 5710 Oleander Drive 8 08 C-5
o Checked By 1°b No. WILMINGTON NC 28403 ,040 Wrightsville E N G'I�N E E R�SNo Carolina L A� N EI RrS s 937S U R'VZE Y O R S wlthersovenel.kwm
GSP o3oso331.01 WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
3
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Y

i 'Ali - - - - - — - - -_
EAST JORDAN
IRO*EAST
W JORDAN EAST JOFLLW IRON wows. INC.
IRON WORKS. INC. i BOX 439
P.O. So 4M P.O. Off( 439 FAST JORD.Y1. Y1. 49727
FAST JORDAN.SM-97 -4 0D 1 1 2 EAST JOROIJI, YL 497z7B +—aa0—e74—ao0 PAVEMENT SECTION SEE
FA°�1-536-'�6A [38 m]'1 �` 7� TRENCH WIDTH - SEE TABLE - VARIES —I SHEET C-7 FOR DETAIL
1-WO-674-4100 I FAX [phone]
ORAWN �� FA% 231-'.+.r6-M59DRAIMIN WE
2
7
eaw/+w1 'L+e°a DIP] Aypp�p DDUE 0G�/00 ® 2* +e/I s• APPRohO DR N DUE DEW 07/°Ares HAND-COMPACT MIN, 6° ELEV- SEE PLANS
DDODOOOODOD 25 3,4w60 aE w [ �
ABOVE PIPE TO
L1t601zm) pi0mm] [653mm] 30 [t9nm MANUFACTURER'S
FRAME OD000000000 V5667
7 1%4' GRATE 1�2 V-6667 COVER RECOMMENDATIONS. --1
164mm n
PROW.CT NO, [ P2000Cr w. ® PILFmucT N0 t SEE TABLE
ELEVATION
�-- —r ['e"""7 SEE TABLE FOR # OF RUNS FOR - '
45667010 3' r3 EACH INFILTRATION SYSTEM
•FRAME TOP vxw J� [+•^•^1 GTunc M0 0 0 00 0 0 D 0 D 0 0 45ifAWO N030 I I asss7o2o -1 J
(76mm] I I , t/2. GTA�Oc NO. 1
FRAME SFSnOrI V5667 V5687 ..--II 11---- V6667 GV P
_ + �Re PRoDuar o COVER SECTION
IEF.PIWOtICT ORAFIFIG q6. PR00VCf pP/dWNfi _ _N/A GRATE TOP VIEW GRATE SECTION NSANA [ �` INN = 19.50 TRENCH BOTTOM
Fat.Wt. 6r'M1. f INN = 19.17 - BOTTOM
+l-µ^n•1 [ L 24 13/16' I + tom, f[iv�,m] Tzs.m] COVER: 16D lBS 73kg
IF f [+ ro• 3/*' ,i.- rt*`""1 OF #57 STONE BEDDING
_� Fill 211 Li 964 (630mm] GRATE: t62 Leh li � �� [>6x**7 I CLEAN WASHED 4" CLEAN SAND
P
+mil OPEN AM 3' 1 164• OPEN AREA g,N1� [.3 No. 57 STONE-6" LIFTS
N/w [76mm] '� (3217 M a0.w. 3/4• � ol+Ex AREA
X OUTSIDE S
L1S1 ] „m „A.A N/A DIAMETER
b' ItyeTj t°"""1 GpL sPrc COMPACT TO 90% AASHTO T99
eo' role w<isiaeiii NArt SPEC. "T'L gIZ, COVER SECTION [z>me*51 Pmu+rs COVER - GRAY RON HOPE PERFORATED PIPE
(+276m, '�P01a wwxi aae w w� - GRAY IRON T PICKSAR DETAIL /STY A46 CL30
+OIV AM6 awnrm. GRATE- DRAY IRON NON—WOVEN POLYESTER
N u2• ASIY A46 GRATE SECTION ASTM A46 Duo
[+4tomm E � SECTION A-A FILTER FABRIC-TOP
FRAM SECTION `� w''� Ir>b Pw18q H�,/.t �-rc BOTTOM AND ALL SIDES
HEAVY DUTY HEAVY DUN
N.T.S.
CLEAN OUT, TYP.,
SEE DETAIL THIS SHEET
I�A
RIM ELEV: BRICK WEIR PERMEABLE PAVMENT
PLACE Y2" SEE GRADING PLAN ELEV. CONCRETE GRID
GALVANIZED — — PAVERS (CEP)
HARDWARE CLOTH n+ GRATED COVER "A" SOLID COVER "B" — — TURFSTONE"
OVER ALL OPENINGS o o WASHED #57 fI�` 7
WITH STAINLESS
STONE °� - 9 INFILTRATION SYSTEM TABLE
STEEL FASTENERS
B„ 4 s' SHwr ELEV = SEE INFILTRATION
N TABLE RELATEING TO i �
ADJACENT INFILTRATION <j DESIGN SYSTEM
_ TRENCH NO. 1
=NFEI
2' OVERFLOW N � r ,,!_PIPE PERMEABLE PAVEMENT SECTION ='' t- -� ,' # DF 32
OUTFALL N.T.S. RUNS
PIPE
PIPE "A' AND "B"
PLACE Yz" DIAMETER 15"
GALVANIZED
HARDWARE CLOTH
OVER ALL OPENINGS m
WITH STAINLESS OUTSIDE
DIAMETER 1.46
STEEL FASTENERS at ELEV- SEE PLANS II l , (FT.)
SECTION A—A
I _ A III-111- ti .. ,
4' x 2' DROP INLET N.T.S. =1 I-III ; 5 MIFT x 0.68'
HAND-COMPACT MIN. 6" ABOVE ( )
N.T.S. NOTES; PIPE TO MANUFACTURER'S III—III—III + ' 1
1) DROP INLET BOX CAN BE EITHER REINFORCED MIN. S
CONCRETE OR BRICK. RECOMMENDATIONS. I-Effil-E
STORAGE ELEVATION = SEE TABLE
STRUCTURE PIPE "A" PIPE "B" PIPE "C" OVERFLOW BRICK WEIR 2) INSTALLED GALVANIZED HARDWARE CLOTH OVER I
2 19.62 19.62 19.62 19.62 21.49 OPENINGS IN 3' X 2' BOX ALSO.
I
3) FOR PIPE DIAMETERS AND MATERIAL SEE o CLEAN WASHED
GRADING PLAN. No. 57 STONE-6" LIFTS w '[ .I TRENCH
NON—WOVEN POLYESTER { WIDTH 62.0 (AVG)
COMPACT TO 90% AASHTO T99 y ��,l
FILTER FABRIC—TOP + Q (FT.)
I
BOTTOM AND ALL SIDES > if
INVERT = SEE TABLE 1 ,_�I ` '-�' ' TRENCH
_ 4" MIN. OF #57 STONE � '
LENGTH 62.0 (AVG)
BELOW INVERT [n + s (FT.)
� 1 ,
15" HOPE 4" CLEAN SAND
PERFORATED w - 'I I ', TRENCH
PLASTIC PIPE 1.5 N . I AREA 4,100
MIN. MIN. (SOFT.)
I I
INFILTRATION OUTLET TRENCH CROSS- SECTION z STORAGE
I ,
JI Ir
w ELEVATION 21.49
N. T. S.
-I ;1
U
BUILDING w I� 1, � ', Ii SHWT 17.50
FACE ( ELEVATION
� I �{
V' I
ly �� TRENCH 19.50
NOTES:
* INJECTION MOLDED FITTINGS ARE [ I BOTTOM
AVAILABLE IN TEES, WYES, REDUCERS, 45' BENDS AND
BELL/BELL COUPLERS.
* WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE I
SUBSTITUTED FOR WATER TIGHT APPLICATIONS TRENCH
' ' 'I �" DEPTH 1.99
j11 " HDPE PERFORATED PIPE
7 i f
I" I
I
i
L '
CLEAN OUT END CAP
ADJUST GRADE PER ENGINEERS PLAN STANDARD VALVE
BOX COVER
FINISHED GRADEv if
I I i
.2 tkiii
. I
I i h
w
DOWNSPOUT ADAPTER 6' PVC CAP
a
It �
INJECTION MOLDED ST
45' BEND 6" SCH 40 PVC y
u *INJECTION MOLDED ST 45' WYE
(OR INJECTION MOLDED TEE)
o INSERT INJECTION MOLDED, GASKETED \
0
SPIGOT BY BELL REDUCER ` Ike' r, I ' ,i SEE TABLE FOR $ OF RUNS FOR
MOLDED
18" HOPE PIPE
m MOLDED ST \\\ ' " EACH INFILTRATION SYSTEM
SNAP CONNECTION 90' BEND
I
a
s
t ! � 1+ " kl
�i I
I 6 SCH 40 PVCHLILI
-
< �� ILL . 'i + _ TL li. . I ,-.I- II ,� r ' 1 _ II i .�.l.� _' .�21 i��l
45' BENDS
a
HDPE PIPE OR
u INJECTION MOLDED WT 6" PRE—FAB CLEAN WASHED \\ \ \III I!
m TEE FITTING PVC SDR 35 (TYP) _• O /�ii
W STUB No. 57 STONE �� �( /ice
TYPICAL CLEANOUT INSTALLATION _ SEA
0313
ROOF DRAIN DETAIL WITH CLEAN OUT FOR INFILTRATION SYSTEM N. T.S.) ' F Q '
� NOTE: STORM DRAINAGE INLET ��i G'�`yC'11JE�'Yv.�
ALL HDPE PIPE TO BE ADS N-12 PIPE (DESIGNED SEE PLANS FOR RIM & INVERT ELEV. ///qR
N.T.S. TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT DROP INLET LOCATION WILL VARY WITH ////�RY,[ S;4y�a"�
& INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. EACH INFILTRATION SYSTEM. SEE ACTUAL C'S1�9,1n�
PROPERTY ADDRESS; 6019 OLEANDER DRIVE ALL JOINTS TO BE SOIL TIGHT OR BETTER. PLANS FOR LOCATION.
v
No. Revision Date B Designer Scale N/A PREPARED FOR:
Drawn By GSP Date — CAPE FEAR SPORTS MEDICINE INFILTRATION SYSTEM DETAILS Cape Fear Sports Medicine WITHERS RAV E N E L Sheet No.
5710 Oleander Drive#108 �_�
os os-os WILMINGTON, NC28403 ENGINEERS I PLANNERS 1 SURVEYORS
o Checked By fOl]NO. 7040 Wrightwille Ave,Suite 101.Wilmington,North Carolina 28403 tel:[phone] tax 910-256-2584 ww�,v.wiMersmvenel.crom
csP 03050331.01 WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
3
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M
PRUNE PROPORTIONALLY TO
NEVER CUT A LEADER
COMPENSATE FOR REDUCTION
OF ROOTS AND PROMOTE
PRUNE PROPORTIONALLY NATURAL CHARACTER OF
I,J COMPENSATE FOR REDUCTION
N GROWTH; HOWEVER, PLANT
f OF ROOTS AND TO PROMOTE SHALL BE THE SIZE SPECIFIED
NATURAL CHARACTER AFTER PRUNING HAS BEEN
GROWTH; HOWEVER, PLANT
ACCOMPLISHED.
SHALL BE THE SIZE SPECI-
FIED AFTER PRUNING HAS
4" MULCH
BEEN ACCOMPLISHED.
(3) LOOPS RUBBER GARDEN SAUCER WIDTH
HOSE TWICE THE DIAMETER OF
THE TREE TRUNK FINISHED GRADE
TWISTED GALVANIZED WIRE, PLANTING SOIL TO BE
NO. 9 GAUGE WORKED-UP SOIL DUG
FROM THE PLANTING HOLE
1 " E L STAKES AS APPROVED
BY
BY THE LANDSCAPE ARCHITECT
SUBSOIL BROKEN
INCORRECT WRAP TREE TRUNK WITH
CORRECT BURLAP, HEAVY CREPE PAPER W/ PICK
OR OTHER MATERIAL IN 6"-10"
WIDE STRIPS CUT ROOTS AS NECESSARY VARIES
BARRIER SHOULD BE INSTALLED AT THE DRIP SWIDTHI� TREE SHALL BEAR SAME REAL IN-
FINISHED 4" TIONSHIP TO FINISHED GRADE CONTAINERIZED LAN
TS
LINE OF TREE BRANCHES THANK WIDTH
NOTES, _...::.::.:.:.. GRADE THAT ARE POT BOUND
GRADE MULCH
AS TO PREVIOUS EXI SING
SHRUBS SHALL BEAR THE SAME OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISTING GRADE
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. CUT ROOTS AS NECESSARY
TYPICAL SHRUB PLANTING DETAIL
FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER ❑F THE PLANT IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
N.T.S.
- REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT,
SUBSOIL BROKEN W/PICK
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS. VARIES
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN 2'-0" GREATER
THAN WIDTH
BRANCH. OF BALL
TYPICAL DECIDUOUS TREE PLANTING DETAIL
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
N.T.S.
VARIES AS DIRECTED BY ENGINEER (8' MAX.
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1/2 GUAGE
zw
w
zl
�cv
LENGTH / /
\ \/ BOTTOM STRAND MIN. #10 GUAGE \ /
SILT BARRIER STORM DRAIN PIPE RIP-RAP
APRON ZZ 3 j
FENCE o STEEL OR WOOD POST \/
1 STAKE AT GROUND
EACH CORNER FILTER FABRIC
PLAN
• n NOTES: GROUND LINE "al
A 0% TAILWATER
SLOPE = 1. WIRE SHALL BE A MINIMUM OF 32" IN N1 _ FILL SLOPE
eox /j\\/\\%�/j\\/�/j\\/j\\\\ \ WIDTH AND SHALL HAVE A MINIMUM OF 6 !j /
\�/ �� \�\ . // LINE WIRES W/12" STAY SPACING 6^
FLOW 2. FILTER FABRIC SHALL BE A MINIMUM OF MIN.
36" IN WIDTH AND SHALL BE FASTENED
STORM DRAIN PIPE - - ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
• � - ° < / / / \/\ \/� 3. STEEL ROSS SHALL BE 5' 0" IN HEIGHT `) iLo % / /
�^/i�. AND BE OF SELF FASTENER AN GLE \\
FSILT ENCE
SECTION A - A / / , // _� _ / / /
\\� STEEL TYPE p• w
FILTER FABRIC N.C.D.O.T. CLASS B 4. WOOD POSTS SHALL BE A MINIMUM OF 6' - \
RIPRAP, MINIMUM IN HEIGHT AND 3' OR MORE IN DIAMETER j \\
WIRE FABRIC SHALL BE FASTENED TO WOODEN
NOTE: FOR CURB INLETS AND DROP INLETS SECTION
18" THICK, TYPICAL POST "WITH NOT LESS THAN #9 WIRE STAPLES \
DROP INLET PROTECTION 1-1/2 LONG
RIP—RAP APRON ANCHOR FILTER FABRIC SKIRT
N.T.S. AS DIRECTED BY THE ENGINEER
N.T.S.
RIP RAP COMPUTATIONS GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
SD 13-01
SIZE RCP UPSTREAM DOWNSTREAM LENGTH
N. T.S.
WIDTH WIDTH
15" 3,75' 5.0' 7.5'
OPT ` Sp,
J0�Q ''IIN
Q s
}
o
a 6' MIN.
N COARSE AGGREGATE `
PLAN VIEW
a
a
N
m —50' MIN.
t �6' DIVERSION TO DIRECT RUNOFF FROM R/
o i
SECTION VIEW
a
J
Q
TEMPORARY CONSTRUCTION ENTRANCE C
iRol',
N.T.S.
. 4 SE �.
031 15 ;
�GINV— 4
YS�
PROPERTY ADDRESS; 6019 OLEANDER DRIVE
No. Revision Date B Designer csP Scale NSA PREPARED FOR: sheet No.
Drawn By Dace CAPE FEAR SPORTS MEDICINE EROSION CONTROL Cape Fear Sports Medicine WITHERS & RAV E N E L
DETAILS SILO Oleander Drive 08 C-1 O
08-09-06 wILMINGTON, NC28403 ENGINEERS 1 PLANNERS I SURVEYORS
o Checked By Job No. 7040 Wrightsville Ave,Suite 101.Wilmington,North Carolina 28403 tel:[phone] fax:[phone] I~.withersravenel,cm o
csP 03050331.01 WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
3
—' f __ - __ - 7T. —