SW8130111_APPROVED PLANS_20130206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 130111
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o Z o tv
YYYYMMDD

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MICHAEL UNDERWOOD and ASSOCIATES, PA
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REFERENCE
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FLOOD NOTE:
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SURVEYOR:
MICO2 CINEMA
A DRIVEOD ,
ASSOCIATES.A
102 GNEMA DRIVE, SUITE A
WILMINGTON. NC 28403
PHONE: [phone]
FAX- 910-815-0393
E—MAIU mua0blzec fr ccm firm Ucrose / C-0615
NOW OR FORMERLY
WILLOUGHBY PARK CONDO ASSN INC
BOOK 5061 PAGE 1209
PARCEL ID: R07100-007-001-000
ZONED: MF—M
ADDRESS: 1601 WILLOUGHBY PARK CT
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BOOK 5061 PAGE 1209
PARCEL ID: R07100-007-001-000
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Everette Ct. Sput pow
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116 1698
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SITE DATA TABLE
SITE AREk 1.65 AC
PARCEL Of. RD7100-003-067-000
ZONING: 0&1
DISTURBED AREA: - I.II A4--
15 TREES PER DISTURBED ACRE IS REQUIRED ON THE SITE 110 TREES
CAMA LAND USE. URBAN
SOIL TYPES ON SITE:
BUILDING
MEAN BUILDING HEIGHT' 18'
PROPOSED BUILDING SQUARE FOOTAGE: 2,760 SFt
PROPOSED BUILDING RETAIL SPACE: 1.600 SFt
REQUIRED ACTUAL
BUILDING SETBACKS: FRONT: 25' FRONT- 2W
SIDE: 2.73x18= 49.5' SIDE: 49.5'
REAR: 3.7308'=67.14' REAR: 67.14'
BUFFER REQUIRED: 50% OF SETBACK MIN.
BUFFER PROVIDED- SIDE=24.75'
REAR=33.57'
STREET YARD MULTIPLIER REQUIRED- 18 (MIN. 9. MAX. 27)
STREEIYARD PLANTINGS REQUIRED:
FRONT: (294.9'(L)-30) x 18= 4.788.2 SF
STREEIYARD PLANTINGS PROVIDED.
FRONT: 4.768.2 SF
PARKING REWD: RETAIL 1/400 SF MIN.
TOTAL PARKING REQUIRED-. 4 MIT.
ACCESSIBLE PARKING REQUIRED: i MIN.
PROPOSED PARKING PROVIDED: 4 REGULAR SPACES. 1 HC ACCESSIBLE FACE,
MCCDO,.��Ty���TRIP
�/GENNEE�RRpAETIO■■■NWC�C....�.
I WO SF RETAIL SPACE'
25 AM TRIPS 7-9 AM PEAK HOUR: 50 TOTAL TRIPS AM
27 PM TRIPS 4-6 PM PEAK HOUR: 55 TOTAL TRIPS PM
DRAINAGE AREA: 30.000 SF / 0.69 AC
IIPERNOUS AREAS: PROPOSED
PROPOSED BUILDING 2.760 SF
CONCRETE 136 SF
ASPHALT 10.901 SF
FUTURE 1.203 SF
TOTAL IMPERVIOUS AREA: 15AW SF / 0.34 AC
x NOWNIOUS; 20.61R
LEGEND
PROPERTY LINE
- - - -
RIGHT OF WAY
23
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- TSF
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*
-� 31
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'2 20.35
EXISTING TREE TO
12'OMc
BE REMOVED
EXISTING TREE TO
�0.35
w
BE PROTECTED
SURVEY LEGEND
E.I.P. EXISTING IRON PIPE
G
GAS
CO
CLEANOUT
CAN
CABLE TV
TELE
TELEPHONE
FLOOD NOTE:
PED
PEDESTAL
THIS PROPERTY IS NOT LOCATED IN AN
P
PINE
AREA OF 100 YEAR FLOOD.
O
OAK
MAG
MAGNOLIA
CDR
CEDAR
SURVEYOR:
H
HOLLY
MICHAEL UNDERWOOD and ASSOCIATES, PA
CINEMA DRIVE, SUITE A
WL 28403
SURVEY
REFERENCE
91N. -8
PHONE: [phone]
PHONE:
MAP BOOK 35 PAGE 33
FAX: [phone]
BOOK 5654 PAGE 2265
E-MAILFirm Ucense # C-0615
3 `\\ WILLOUGHBY PARK CONDO ASSN INC
BOOK 5061 PAGE 1209
\ PARCEL ID: R07100-007-001-000
` ZONED: MF-M
\\ ADDRESS: 1601 WILLOUGHBY PARK CT
th \
COR. Y9
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14 GA. 6x6 MESH o g
STANDARD FABRIC N J
STEEL POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-DIRECTION OF WATER FLOW
FABRIC SKIRT
DEEP & 4 WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
N15
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
12" CLASS B RIP RAP 600X�MARIFI FABRIC
EMERGENCY SPILLWAY
NTS
PROTECTIVE
BARRIER FENCE.
EXISTING TREE
FENCE TO BE LOCATED
OUTSIDE OF DRIP LINE.
4X4 WOOD POST, 4' MIN.
HEIGHT ABOVE GRADE
WITH 3' BURY DEPTH.
POST TO BE 6' O.C.
METHOD OF TREE PROTECTION
NTS
CLEARLY MARK THE TREES TO BE SAVED PRIOR TO CONSTRUCTION AND
ERECT A PROTECTIVE BARRIER AT THE DRIPLINE.
DRIPLINE-THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT
TO THE TIPS OF THE OUTERMOST BRANCHES.
CONTRACTOR TO REVIEW TREE PROTECTION TYPE AND LOCATION WITH OWNER
PRIOR TO BEGINNING ANY WORK ON SITE.
TREE PROTECTION SHALL BE MAINTAINED THROUGH THE LIFE OF THE PROJECT.
CURB
TYPICAL GRASS SWALE
N.T.S.
2" NCDOT 1-2
ASPHALT PAVEMENT
-6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER do GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ON SITE ASPHALT PAVEMENT SECTION
Ilk
NOTES:
2. SIDEWALK
JJgOIINNTS (C."J� SPACE SAME SAS NOTED
DWAOTHERWISE.
HWI TH.
4. WICK N SNO CIgEY�ALK TO 6" IN L 3AWHERE IT ABUTS PAVEMENT
5. 1/2" EXPANSION JOINT (E�.SJ.) REQUIRED AT 30' MAX. AT SIDEWALK
6. PROVIIDDENA LAYER OF�15 ,L GI AS
BEE BETWTED EEN WAALLK AND ADJACENT
PARALLEUNG CURB OR UCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
TOP 22.0' TOP 22.0'
1L
a
p
4" CLEAN SAND
INFILTRATION BASIN
SHWT - 18.2h'
INFILTRATION BASIN
NTS
J1
6580T. 20.4'
0
DEWALK JOINT DETAILS
i
1/8-R TOOLED
JOOINT
1AN
/I* DEEP TOOLED O JO
INT
INT
a
w :..
1/2"
4" TO 6"
STONE ON
FACE
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA 70 A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERnIJZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERnUZER: 17 LOS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE WMRE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LOS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
S. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60X DAMAGED. REESTABLISH FOLLOWING ORIGINAL. LIME, FERTIUZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MNNTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
2OX CARPET GRASS
24X BERMUDA GRASS
2OX TURF FESCUE 10X CREEPING RED FESCUE
24X ANNUAL RYE GRAIN
OBERMUDA SEED SMALL BE HULLED FOR WARM WEATHER
PLANING. PURITY OF SEED SHALL BE A MIN. OF 98X AND
GO MM7KIN SHALL BE A MIN. OF 85X.
ALL DISTURBED AREA SWILL BE SEEDED WITHIN 7/14 DAYS OF THE COMPLETION OF
GRADING. CONSULT CONSERVATION ENGNEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NCDOT CLASS A OR B
EROSION CONTROL
STONE
SECTION A -A
STONE CHECK DAM
0 0
�'- 12• 12-
r 7
1/2"
-8'-
I+s'i
REINFORCING:
1/2" 4 - #4 REBAR
CONCRETE:
4000 PSI
28 DAYS
W)
WIDTH x LENGTH x HEIGHT
9' x 7'-0" X 5"
WHEEL STOP DETAIL
NTS
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO
TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS
OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD,
LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A
CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE
LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH
BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE
COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE
UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A
UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL
MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS
SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO
100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO
STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE
SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%%% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH
COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH
SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL
SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY
AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
MICHAEL UNDERWOOD & ASSOC. AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT
IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY
HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
1/2" BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6
FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING.
STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND
WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN
THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
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. ALL SLOPES WILL BE STABILIZED WITHIN
TWENTY ONE (21) CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN FIFTEEN (15) WORKING DAYS.
5. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS,
TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEMS OR
TURBID DISCHARGES DAILY.
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TEMPORARY SILT FENCE
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— — — —22— — — —
EXISTING CONTOUR
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BOOK 5654 PAGE 2265
20.35 EXISTING TREE TO REMAIN
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12.0AK
BE REMOVED
035 EXISTING TREE TO
'OAK BE PROTECTED
FLOOD NOTE:
THIS PROPERTY IS NOT LOCATED IN AN
AREA OF 100 YEAR FLOOD.
SURVEYOR:
MICHAEL UNDERWOOD and ASSOCIATES, PA
102
WI CINEMA DRIVE, SUITE A
YNLMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
E-MAIL:mu00bizec.rr.cem Firm License / C-0615
NOW OR FORMERLY
WILLOUGHBY PARK CONDO ASSN INC
BOOK 5061 PAGE 1209
PARCEL ID: R07100-007-001-000
ZONED: MF-M
ADDRESS: 1601 WILLOUGHBY PARK CT
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BOOK 5241 PAGE 2762 \ 23174
PARCEL ID: R07100-001-060-000
ZONED: B-2`
ADDRESS: 5046 CAROLINA BEACH RD ` 69
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NOW OR FORMERLY
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PARCEL ID: R07600-006-057-000 '� \
ZONED: R-15 `
ADDRESS: 5120 CAROLINA BEACH RD
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BOOK 5061 PAGE 1209
PARCEL ID: R07100-007-001-000
ZONED: MF-M
ADDRESS: 1601 WILLOUGHBY PARK CT
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BOOK 1062 PAGE 0714 '
PARCEL ID: R07100-003-034-000
/ ZONED: R-15
ADDRESS: 5123 CAROLINA BEACH RD
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NOW OR FORMERLY
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BOOK 5525 PAGE 0001
PARCEL ID: R07600-001-001-000
ZONED: B-2
ADDRESS: 5135 CAROLINA BEACH RD
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