SW7080213_APPROVED PLANS_20120629

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�f/3�0��
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
HOC DATE
�(j/�'' /ilR�9'
YYYYMMDD

MAP j `sv�_-7o80Z13
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I
53
VICINITY MAP
1" = 200'
NOTES:
LANDSCAPING SHALL BE INSTALLED AS SHOWN ON THIS PLAN_ CHANGES MUST BE
APPROVED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT PRIOR TO INSTALLED.
NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES, AREAS, ETC. SHALL BE
ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL FROM THE CITY OF ELIZABETH CITY
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT.
ALL STORAGE BINS, TRASH RECEPTACLES, DUMPSTER AND RECYCLE CONTAINERS SHALL BE
SCREENED.
ANY NEW SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY CITY OF ELIZABETH CITY
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION.
EXISTING RAILROAD TIES MUST BE RELAfD TO COMPLY WITH PLAN AS SHOWN AND SECURED
USING 2—FOOT REBAR AS SHOWN ON SHEET 7 OF 7 — DETAILS.
WHEEL STOPS ARE TO BE LOCATED AT LEAST 3' FROM SIDEWALKS.
EXISTING SITE COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL IMPERVIOUS SURFACE: 52,522.57 SF
PERCENTAGE OF LOT IMPERVIOUS SURFACE: 19%
IMPERVIOUS BREAKDOWNS:
ROOF: 11,397.05 SF
PARKING LOT: 32,848.76 SF
SIDEWALK: 4,943.92 SF
DRIVEWAY: 3,332.84 SF
THE WA GIVET,ON Ti,IESF PEAIrirS IS BLIEM
TO TIE ACCURACY IS NOT
GGA� Tt+f�� QR X
FVR AND 0� OF T� L��T�ESy
PRIOR TO CONSTRUCfliONf. ►F A CISCWANCY
IS FOUNM MROrRIC SHALL CEASE AND THE E>r1NAM
Ni0TIf11ED� *VRK 1MAY CIOWflIWJE UPON ENOWEENS
NOTICE TO PROCEED.
BEFORE YOU DIG !
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
NCR rLl. Ma
cNE7'C 2007
SUMMARY SITE DATA:
OWNER/DEVELOPER: GRACE AND TRUTH COMMUNITY CHURCH
PARCEL ID_ 891310359795
TAX ID: P89-30C
DB: 606; PG: 817
1300 WALKER AVENUE, ELIZABETH CITY, NC 27909
PHONE: [phone]
TOTAL ACREAGE OF LOT. 6.21 ACRES
GROSS FLOOR AREA (GFA): EXISTING STRUCTURES; NO CHANGES
CITY OF ELIZABETH CITY ZONING..ORDINANCES:
PRESENT ZONING: R-8 RESIDENTIAL DISTRICT
PRESENT LAND USE: CHURCH
TOTAL PARKING REQUIRED: 1 SPACE PER 4 SEATS IN SANCTUARY: 376 SEATS IN SANCTUARY
94 PARKING SPACES REQUIRED
TOTAL PARKING PROVIDED: 90 SPACES + 4 HANDICAP (2 VAN ACCESSIBLE)
(4 SPACES USED FOR LANDSCAPING)
MINIMUM BUILDING SETBACKS (MBL):
FRONT: 50' FROM R/W
SIDE: 50'
REAR_ 50'
BUFFERYARDS: 15'
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA.
EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PAUL TOTI LAND SURVEYING DATED
2 /12 /12.
FIRE PROTECTION:
PROVIDED BY CITY OF ELIZABETH CITY FIRE DEPARTMENT.
THERE IS AN EXISTING FIRE HYDRANT LOCATED AT THE FRONT OF THE PROPERTY ON THE
NORTH SIDE OF WALKER AVENUE.
THE EXISTING SANCTUARY BUILDING WAS EXEMPT FROM A SPRINKLER SYSTEM PER 2006
NORTH CAROLINA STATE BUILDING CODE FIRE CODE 903.2.1.3 GROUP A-3 EXCEPTION 1:
"THIS REQUIREMENT SHALL NOT APPLY TO ASSEMBLY OCCUPANCIES USED PRIMARILY FOR
WORSHIP WITH FIXED SEATING AND PART OF A SEPARATED USE." BUILDINGS ARE NOT
SPRINKLED.
ALL UTILITIES SHOWN ARE EXISTING NO CHANGES ARE PROPOSED.
ALL RIGHT OF WAYS SHOWN ARE EXISTING; NO CHANGES ARE PROPOSED.
EXISTING CHURCH SIGN HAS BEEN PREVIOUSLY PERMITED WITH THE CITY OF ELIZABETH CITY.
THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY.
SITE IS UNDER AN EXISTING NCDENR STORMWATER PERMIT NO. SW7080213 DATED 3/5/08.
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P�B: 834; PG: 530 1 ! / \ — -- — — — — _ w ----- !
kSENT ZONING: GB I I \ � � —\ so� MaT „- — — — „• — .� „� — .. _ - — — — — o �
LANO USE: VACANT s.o _ ` — o — @u ING_ _ fJ.
EX7ING RAILROAD TIES AT i 7.7 �\�
EXISTING STORMWAR�� EDGE OF GRAVEL (TYP.) —E a ; BUILDING
/ TREATMENT AREA ME=9.82' / 1
`m I GRACE AND TRUTH \ _ 1 _—g� I I �
COMMUNITY CHURCH 9 6 s 9 1z.ZD, Q 14g.r o•.
PARCEL ID: 891310359795 1� O Q I 0 O \ o m ; = x I >_
I EXISTING j# 24' J a 32-3p;� RED a I �I E(I-1
\ / TAX ID: P89-30C /y r GRAVEL i8' TYP a TIP cn 3OK
\ PARKING �g a ¢ n �
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DB: 606; PG; 817 CONC. CON£ — °'' I I j
\ \ / CONC. PAD FO PAD EDR ♦aAQ FOR 90' ! \ BUILDINOGM : v3
DISTU BED U IS$ &-WALK i x _ 4
\ \ / — _A�p �— — _ HVAC UNITS HC SPACES I I N �.Q.� w xo `� iv 4 I a' i
ARE�4 I 3S--�`r=ASS SF S��SS j ai m w r SG� MU
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270,554 SQ. FT: — — I ".. ss �a o X _`_ sicw �} ��� -
\ 6.21 ACRES - g o_ \ _ ' _
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\ \ I \ 15. ti+ SR w 70 SS—�—�'SS 55° I 55 •3— S I �.
PRESENT ZONING: R-8 \ ` y r o I
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LAND USE: CHURCH \ I ` i w W7. w ,nT ' \
\ CCNC- PAD 6" CURB: TYP. 3 3 1�1 w
FOR DOOR SANCTUARY OUIUMNG ALL ISLANDS } \ I EXIST. 2' j
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• � in �>af{%,Q TYP. FOR ALL / 4f I
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TAX ID: P89-408 , �� 1 9 nJ r ` \ I \ .,.,:
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LAND USE: SOUTHGATE MALL — ` — — �...� — �. — �.D'�bIF1CkAK
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1 INV OUT: 6.88'
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ISSUE DATE: 4Z30/12
DRAWN BY: CE
CHK'D BY: 854
JOB NO. E255
DWG. NAME:
SCALE: 1' = 40'
HORIZ: ry A-
VERT: N ZA ..._
DWG. NO
SHEET i OF 7

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EXISTING SITE COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT_ 6.21 ACRES
TOTAL EXISTING IMPERVIOUS SURFACE: 52,522.57 SF
PERCENTAGE OF LOT EXISTING IMPERVIOUS SURFACE: 19%
EXISTING IMPERVIOUS BREAKDOWNS:
ROOF: 11,397.05 SF
PARKING LOT: 32,848.76 SF
SIDEWALK: 4,943.92 SF
DRIVEWAY: 3,332.84 SF
VICINITY MAP
1" = 200'
SUMMARY SITE DATA:
OWNER/DEVELOPER: GRACE AND TRUTH COMMUNITY CHURCH
PARCEL ID: 891310359795
TAX ID: P89-30C
DB: 606; PG: 817
1300 WALKER AVENUE, ELIZABETH CITY, NC 27909
PHONE: [phone]
TOTAL ACREAGE OF LOT: 6.21 ACRES
GROSS FLOOR AREA (GFA): EXISTING STRUCTURES; NO CHANGES
CITY OF ELIZABETH CITY ZONING ORDINANCES:
PRESENT ZONING: R-8 RESIDENTIAL DISTRICT
PRESENT LAND USE: CHURCH
TOTAL PARKING REQUIRED. 1 SPACE PER 4 SEATS IN SANCTUARY; 376 SEATS IN SANCTUARY
94 PARKING SPACES REQUIRED
TOTAL PARKING PROVIDED: 90 SPACES + 4 HANDICAP (2 VAN ACCESSIBLE)
(4 SPACES USED FOR LANDSCAPING)
MINIMUM BUILDING SETBACKS (MBL):
FRONT: 50' FROM R/W
SIDE: 50'
REAR: 50'
BUFFERYARDS: 15'
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA.
EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PAUL TOTI LAND SURVEYING DATED
2/12/12.
FIRE PROTECTION:
PROVIDED BY CITY OF ELIZABETH CITY FIRE DEPARTMENT.
THERE IS AN EXISTING FIRE HYDRANT LOCATED AT THE FRONT OF THE PROPERTY ON THE
NORTH SIDE OF WALKER AVENUE.
THE EXISTING SANCTUARY BUILDING WAS EXEMPT FROM A SPRINKLER SYSTEM PER 2006
NORTH CAROLINA STATE BUILDING CODE FIRE CODE 903.2.1.3 GROUP A-3 EXCEPTION 1:
"THIS REQUIREMENT SHALL NOT APPLY TO ASSEMBLY OCCUPANCIES USED PRIMARILY FOR
WORSHIP WITH FIXED SEATING AND PART OF A SEPARATED USE." BUILDINGS ARE NOT
SPRINKLED.
ALL UTILITIES SHOWN ARE EXISTING NO CHANGES ARE PROPOSED.
ALL RIGHT OF WAYS SHOWN ARE EXISTING: NO CHANGES ARE PROPOSED.
EXISTING CHURCH SIGN HAS BEEN PREVIOUSLY PERMITED WITH THE CITY OF ELIZABETH CITY.
THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY.
NOTE;
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NOW TO
BEFORE YOU DIG !
CALL TOLL FREE
f—800-632-4949
IORTH CAROLINA
ONE CALL
N pR rH.
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1 I RIM 0 FL: 9.42'
— — INV IN: 7.37' trJG i 46
.a- _ -8.j- / —� 01TCFi �� - - 18.5— IiVV 7 7I3'' INV IN: 6.97'
8 — _ - — — E �L INV OUT: 6.88'
D & R CONSTRUCTION I --•--._ — __��----._—,.,.��.�-- —g.s_ _ ` /�� �—_ �— _ �.— == —' ^ -- INV OUT_ 6.31'
— �- �- EXISTING STORMWATER 1
TAX ID: P89-3C E , � I , — j — - - - - _„ - - - — — ,\ // �, TREATMENT AREA II R
B: 834; PG: 530 — - - -_- -
PRESENT ZONING: GB w w j \ �, / \� Mai - - - j - - - - _ 3 AGE
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LANp USE: VACANT o Ia / \ I f / % ( g.a- _ _ _ T o- - - - - I Z w RIM: 10.16't
EXI NG RAILRdAD —TIES—AT 8 — — +� PROP INV IN: 4.40'
EXISTING STORMWATER EDGE OF GRAVEL (TYP.) ! o BUILDING / o o EXIST INV IN: 3.52
GRACE AND TRUTH \ \ �951 / // TREATMENT AREA / I 4 �E g.$�" / I I EXIST INV OUT. 3.42'
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TAX ID: P89-30CGRAVEL
DB: 606• PG: 817 CONC. PAD FO /� CONC. CQtIE.� ; O CLASSROOM 0 . zo 1L IAixQN-OR
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DB: 646; PG: 65 375
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ISSUE DATE:4/3012
P SIGN DRAWN BY: CEO
RIM: CHK'D BY: RSJ
INV IN:: 6. s.ss'
JOB N 0. E255
DWG. NAME:
SCALE: 1" = 40'
HORIZ: W—A
VERT: N/A
DWG. NO
40 0 40 $0
Scale 1" : 40'
SHEET 2 OF 7
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VICINITY MAP
1" — 200`
NOTES:
DISTRUBED AREAS SHALL BE GRADED AND SEEDED. TOPSOIL SHALL BE BROUGHT IN AS
NECESSARY. PLANTINGS ARE NOT TO BE INSTALLED UNTIL GRADING AND SEEDING IS
COMPLETE.
LANDSCAPE CONTRACTOR SHALL WATER AS NEEDED TO PROMOTE PROPER GERMINATION AND
STABILIZATION.
SUMMARY SITE DATA:
OWNER/DEVELOPER: GRACE AND TRUTH COMMUNITY CHURCH
PARCEL ID: 891310359795
TAX ID: P89-30C
DB: 606; PG: 817
1300 WALKER AVENUE, ELIZABETH CITY, NC 27909
PHONE: [phone]
TOTAL ACREAGE OF LOT: 6.21 ACRES
GROSS FLOOR AREA (GFA): EXISTING STRUCTURES: NO CHANGES
CITY OF OF ELIZABETH CITY ZONING ORDINANCES:
PRESENT ZONING: R-8 RESIDENTIAL DISTRICT
PRESENT LAND USE: CHURCH
TOTAL PARKING REQUIRED: 1 SPACE PER 4 SEATS IN SANCTUARY: 376 SEATS IN SANCTUARY
94 PARKING SPACES REQUIRED
TOTAL PARKING PROVIDED: 90 SPACES + 4 HANDICAP (2 VAN ACCESSIBLE)
(4 SPACES USED FOR LANDSCAPING)
MINIMUM BUILDING SETBACKS (MBL):
FRONT: 50' FROM R/W
SIDE: 50'
REAR: 50'
BU FFERYARDS: 15'
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA.
EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PAUL TOTI LAND SURVEYING DATED
2 /12 /12.
FIRE PROTECTION:
PROVIDED BY CITY OF ELIZABETH CITY FIRE DEPARTMENT.
THERE IS AN EXISTING FIRE HYDRANT LOCATED AT THE FRONT OF THE PROPERTY ON THE
NORTH SIDE OF WALKER AVENUE,
THE EXISTING SANCTUARY BUILDING WAS EXEMPT FROM A SPRINKLER SYSTEM PER 2006
NORTH CAROLINA STATE BUILDING CODE FIRE CODE 903.2-1.3 GROUP A-3 EXCEPTION 1:
"THIS REQUIREMENT SHALL NOT APPLY TO ASSEMBLY OCCUPANCIES USED PRIMARILY FOR
WORSHIP WITH FIXED SEATING AND PART OF A SEPARATED USE." BUILDINGS ARE NOT
SPRINKLED.
ALL UTILITIES SHOWN ARE EXISTING NO CHANGES ARE PROPOSED.
ALL RIGHT OF WAYS SHOWN ARE EXISTING; NO CHANGES ARE PROPOSED.
EXISTING CHURCH SIGN HAS BEEN PREVIOUSLY PERMITED WITH THE CITY OF ELIZABETH CITY.
THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY.
NOTE:
THE VIATA AMEN ON T" PLANS IS REUEVW
TO BE A %Otff TN#E ACCURACY IS NOT
IS RESPONSIOU
FtW VF.�F &O ALL �
AND DN974SKM OF THE
IS FOUM WORK SMALL CEA AND THE EIMNEM
Mff#IM M W MAY CaNMUE UPON ENMEM
NOTICE To PROCUD.
BEFORE YOU DIG !
Call. TOu FREE
f—800-632-4949
IORTH CAROLINA
ONE CALL
NOR �-
7
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a I L' ' ' ` f t
98114 (P )? ff
RIM 0 FL 9.42'
! '
DITCH �� INV IN. 7.37INV IN: 6.97'
EIR �� INV OUT: 6.$$
D & R CONSTRUCTION
— INV OUT: 6.31'
G ST
TAX ID: P89•-`30E EX,SrnEATMENTOR AREAER
DB: 834; PG: 530
PRESENT ZONING: GB ,� _ f } If sa MLB-- •— �
—I STORAGE 52,z5 ILULDNLGLAND USE: VACANT
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STOP SIGN DRAWN BY: CEO
DITCH—� - RIM: 8.06' CHK'D 8Y•. RSJ
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TAX ID: P89-31
DB: 435; PG: 902 N A
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TAX ID: P89-30E
DB: 834; PG: 530
PRESENT ZONING: GB
LAND USE: VACANT
SOUTHGATE PROPERTIES
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TAX ID: P89-40B
DB: 646; PG: 65
PRESENT ZONING: GB
LAND USE: SOUTHGATE MALL
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EXISTING TREELINE
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1" = 200'
NOTES:
EXISTING RAILROAD TIES MUST BE RELAID TO COMPLY WITH PLAN AS SHOWN AND SECURED
USING 2-FOOT REBAR AS SHOWN ON SHEET 7 OF 7 - DETAILS.
PROPOSED RAILROOD TIES MUST BE SECURED WITH 2-FOOT REBAR AS SHOWN ON SHEET 7
OF 7 - DETAILS.
WHEEL STOPS ARE TO BE LOCATED AT LEAST 3' FROM SIDEWALKS.
EXISTING SITE COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL EXISTING IMPERVIOUS SURFACE: 52,522-57 SF
PERCENTAGE OF LOT EXISTING IMPERVIOUS SURFACE: 19%
EXISTING IMPERVIOUS BREAKDOWNS:
ROOF: 11, 397.05 SF
PARKING LOT: 32,848.76 SF
SIDEWALK: 4,943.92 SF
DRIVEWAY: 3,332.84 SF
NEW PARKING AREA COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL NEW IMPERVIOUS SURFACE: 13,026.59 SF
PERCENTAGE OF LOT NEW IMPERVIOUS SURFACE: 5%
NEW IMPERVIOUS BREAKDOWNS:
ROOF: 0.00 SF (NO NEW)
PARKING LOT: 12,803.96 SF
SIDEWALK: 222.63 SF
DRIVEWAY: 0.00 SF (NO NEW)
TOTAL COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL IMPERVIOUS SURFACE: 65,549.16 SF
PERCENTAGE OF LOT IMPERVIOUS SURFACE: 24%
IMPERVIOUS BREAKDOWNS:
ROOF: 11,397.05 SF
PARKING LOT: 45,652.72 SF
SIDEWALK: 5,166.55 SF
DRIVEWAY: 3,332-84 SF
SUMMARY SITE DATA:
OWNER/DEVELOPER: GRACE AND TRUTH COMMUNITY CHURCH
PARCEL ID: 891310359795
TAX iD: P89-30C
DB: 606; PG: 817
1300 WALKER AVENUE, ELIZABETH CITY, NC 27909
PHONE: [phone]
TOTAL ACREAGE OF LOT: 6.21 ACRES
GROSS FLOOR AREA (GFA): EXISTING STRUCTURES: NO CHANGES
CITY OF ELIZABETH CITY ZONING ORDINANCES:
PRESENT ZONING: R-8 RESIDENTIAL DISTRICT
PRESENT LAND USE: CHURCH
TOTAL PARKING REQUIRED: 1 SPACE PER 4 SEATS IN SANCTUARY: 376 SEATS IN SANCTUARY
94 PARKING SPACES REQUIRED
TOTAL PARKING PROVIDED: 129 SPACES + 5 HANDICAP (2 VAN ACCESSIBLE)
(4 SPACES USED FOR LANDSCAPING)
MINIMUM BUILDING SETBACKS (MBL):
FRONT: 50' FROM R/W
SIDE: 50'
REAR: 50'
BUFFERYARDS: 15'
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA.
EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PAUL TOTI LAND SURVEYING DATED
2/12/12.
FIRE PROTECTION:
PROVIDED BY CITY OF ELIZABETH CITY FIRE DEPARTMENT.
THERE IS AN EXISTING FIRE HYDRANT LOCATED AT THE FRONT OF THE PROPERTY ON THE
NORTH SIDE OF WALKER AVENUE.
THE EXISTING SANCTUARY BUILDING WAS EXEMPT FROM A SPRINKLER SYSTEM PER 2006
NORTH CAROLINA STATE BUILDING CODE FIRE CODE 903-2.1.3 GROUP A-3 EXCEPTION 1: "THIS
REQUIREMENT SHALL NOT APPLY TO ASSEMBLY OCCUPANCIES USED PRIMARILY FOR WORSHIP
WITH FIXED SEATING AND PART OF A SEPARATED USE." BUILDINGS ARE NOT SPRINKLED.
ALL UTILITIES SHOWN ARE EXISTING NO CHANGES ARE PROPOSED.
ALL RIGHT OF WAYS SHOWN ARE EXISTING; NO CHANGES ARE PROPOSED.
EXISTING CHURCH SIGN HAS BEEN PREVIOUSLY PERMITED WITH THE CITY OF ELIZABETH CITY.
THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY.
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IORTH CAROLINA
ONE CALL
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�a�NEr�c 2001,
SITE IS UNDER AN EXISTING NCDENR STORMWATER PERMIT NO, SW7080213 DATED
3/5/08,
SITE IS UNDER AN EXISTING NCDENR LAND QUALITY SEDIMENTATION AND EROSION
CONTROL
t I
R/W
PERMIT NO. PASQUO-2008-019.
REFER TO SHEET 6 OF 7 - LANDSCAPE PLAN & SHEET 7 OF 7 - DETAILS, FOR
PLANTING
DETAILS AND DESCRIPTIONS.
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DRAWN BY: CEO
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JOB NO. E255
DWG. NAME:
SCALE: 1' - 40'
HORIZ: N/A
VERT: -N/A
DWG. NO
SHEET 4 OF 7

l� SW 7090 2-13
SUMMARY SITE DATA:
OWNER/DEVELOPER: GRACE AND TRUTH COMMUNITY CHURCH
PARCEL ID: 891310359795
TAX ID: P89-30C
DO: 606; PG: 817
1300 WALKER AVENUE, ELIZABETH CITY, NC 27909
PHONE: [phone]
TOTAL ACREAGE OF LOT: 6.21 ACRES
LIMITS OF DISTURBANCE AREA: 0.64 ACRES
PERCENTAGE OF LOT DISTURBANCE: 10%
TOTAL IMPERVIOUS SURFACE: 65,549.16 SF
PERCENTAGE OF LOT IMPERVIOUS SURFACE: 24%
IMPERVIOUS BREAKDOWNS:
ROOF: 11,397.05 SF
PARKING LOT: 45,652.72 SF
SIDEWALK: 5,166.55 SF
DRIVEWAY: 3,332.84 SF
FINISHED PARKING LOT IS PROPOSED GRAVEL.
THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA.
EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PAUL TOTI LAND
SURVEYING DATED 2/12/12-
THERE ARE NO SECTION 404 WETLANDS LOCATED ON THIS PROPERTY.
SITE IS UNDER AN EXISTING NCDENR STORMWATER PERMIT NO.
SW7080213 DATED 3/5/08"
SITE IS UNDER AN EXISTING NCDENR LAND QUALITY SEDIMENTATION AND
EROSION CONTROL PERMIT NO. PASQUO-2008-019.
NOTES:
A SOILS EVALUATION FOR STORMWATER MANAGEMENT HAS BEEN
CONDUCTED BY MSA, PC.
ANY ADDITIONAL SEDIMENTATION AND EROSION CONTROL DEVICES
DEEMED NECESSARY DURING CONSTRUCTION WILL BE PROVIDED.
DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF
SUBSTANTIAL STRUCTURES AND THAT THE REPAIR TO ANY
STRUCTURE OR LANDSCAPING IN THAT EASEMENT FOLLOWING
ACCESS TO FACILITIES BY THE CITY, SHALL BE AT THE EXPENSE
OF THE OWNER.
THE STORMWATER FACILITIES ARE THE RESPONSIBILITY OF THE
PROPERTY OWNERS.
DRAINAGE AREA 1: 0.22 ACRES
IMPERVIOUS AREA: 0.12 ACRES
DISTURBED AREA: 0.12 ACRES
DRAINAGE AREA 1 A: 0.36 ACRES
IMPERVIOUS AREA: 0.28 ACRES
DISTURBED AREA: 0.36 ACRES
DRAINAGE AREA 2: 0.42 ACRES
IMPERVIOUS AREA: 0.32 ACRES
DISTURBED AREA: 0.42 ACRES
DRAINAGE AREA 3: 0.63 ACRES
IMPERVIOUS AREA- 0.41 ACRES
DISTURBED AREA. 0.58 ACRES
TOP OF BERM
a95'- - - - - - - -f--------.----....................
111�111'11_0.
3v�LcEN� «N�1
TYPICAL OVERFLOW CROSS SECTION
NOT TO SCALE
TOP OF BERM
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0.75'8.2' .
5.25' 2.0'
TOP 950'
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**PLANTING MEDIA SPEC11FICAMONS
SECTION Q : Q DETAIL 8T5"% BY w'°GHr
NOT TO SCALE FINES: 1
ORGANICS:&
3%
3
7.45'
TYPICAL OVERFLOW SECTION
NOT TO SCALE
12't----j CLASS 8 MP ATTENUATION PAD
1 6'xW-12'x1'
s'
•55s
LOT TOP OF BERM 22.0'
�OW = 8.2' 11 0.75' ICEN11
7.45'
3?+►
2.251- .1 17.5' �-•-2.25'
SECTION Q : n2 DETAIL **PLM'nNG MEDIA SPECIFICATIONS
COMPOS1110N BY WEIGHT:
NOT TO SCALE SOND: 85X
FRIES: 12X
ORGANICS: 3%
EXISTING SITE COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL EXISTING IMPERVIOUS SURFACE: 52,522.57 SF
PERCENTAGE OF LOT EXISTING IMPERVIOUS SURFACE: 19%
EXISTING IMPERVIOUS BREAKDOWNS:
ROOF: 11,397.05 SF
PARKING LOT: 32,848.76 SF
SIDEWALK: 4,943.92 SF
DRIVEWAY: 3,332.84 SF
NEW PARKING AREA COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL NEW IMPERVIOUS SURFACE: 13,026.59 SF
PERCENTAGE OF LOT NEW IMPERVIOUS SURFACE: 5%
NEW IMPERVIOUS BREAKDOWNS:
ROOF: 0.00 SF (NO NEW)
PARKING LOT: 12,803,96 SF
SIDEWALK: 222.63 SF
DRIVEWAY: 0.00 SF (NO NEW)
TOTAL COVERAGE BREAKDOWN
TOTAL ACREAGE OF LOT: 6.21 ACRES
TOTAL IMPERVIOUS SURFACE: 65,54-9.16 SF
PERCENTAGE OF LOT IMPERVIOUS SURFACE: 24%
IMPERVIOUS BREAKDOWNS:
ROOF: 11,397.05 SF
PARKING LOT: 45,652.72 SF
SIDEWALK: 5,166.55 SF
DRIVEWAY: 3,332.84 SF
TOP OF BERM 35.0 TOP OF BERM 20.0'
B.95' 8.95'------L_._._._._. . -. ._
CONSTRUCTION SCHEDULE: _ • - 0.75'8.2` - - - 0.75` 8.2'
�O]F = 8.2' 1 L 0.75' C�IVII 0T a 872 1 0.7 ' CEI�ITim ,
1-PERMITS RECEIVED AND TO BEGIN CONSTRUCTION ON OR BEFORE ,DUNE 2012. 3 �, 7.45 3 7.45
2-INSTALL ALL EROSION CONTROL DEVICES. a �• M
3-PERFORM REQUIRED DEMOLITION.
4-BEGIN ROUGH GRADING PARKING LOT AND DRIVEWAY. f� _ -''r
5-FOLLOWING CONSTRUCTION OF PARKING LOT, UNDERCUT STORMWATER TREATMENT FOR • . 30.5, 225 2.25' 15.5'�2.25'
MEDIA PLACEMENT. PLACE MEDIA AND INSPECT FOR PERMIT CONFORMANCE.
6-INSTALL STONE ON PARKING LOT TO FINAL GRADE. **PLANTING MEDIA SPECFICA71ONS **PLANTING MEDIA SPECIFICATIONS
7-UPON SITE STABILIZATION, INSTALL SOD, LANDSCAPING, REMOVE TEMPORARY DEVICES SECTION (3): Q DETAIL coM'm-RON BY WEIGHT: SECTION (a): @ DETAIL OOMPOS17ION BY WEIGHT -
AND PROVIDE INSPECTION FOR PERMIT CONFORMANCE. SOND: 85X SOND: 85X
NOT TO SCALE FINES: 121 NOT TO SCALE FINES- 12%
DRAINAGE AREA 4: 1.04 ACRES
IMPERVIOUS AREA: 0.39 ACRES
DISTURBED AREA: 0.81 ACRES
NOTE:
�i" ,, r, aim_ •••, I 'T 7i.
BEFORE YOU DIG l
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
NCR TH
M�GNErI C 200
7
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ISSUE DATE:1NI12-
DRAWN BY:
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JOB NO.
E255
DWG. NAME:
SCALE: 11' =
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HORIZ:
VERT:
DWG. NO
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SHEET 5 OF 7
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***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND .JOB SAFETY.
** CAUTION
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
CONSTRUCTION SEQUENCE
1—PERMITS RECEIVED AND TO BEGIN CONSTRUCTION ON OR BEFORE JUNE 2012.
2—INSTALL ALL EROSION CONTROL DEVICES.
3—PERFORM REQUIRED DEMOLITION.
4—BEGIN ROUGH GRADING PARKING LOT AND DRIVEWAY.
5—FOLLOWING CONSTRUCTION OF PARKING LOT, UNDERCUT STORMWATER TREATMENT FOR
MEDIA PLACEMENT. PLACE MEDIA AND INSPECT FOR PERMIT CONFORMANCE.
6—INSTALL STONE ON PARKING LOT TO FINAL GRADE.
7—UPON SITE STABILIZATION, INSTALL SOD. LANDSCAPING. REMOVE TEMPORARY DEVICES
AND PROVIDE INSPECTION FOR PERMIT CONFORMANCE.
CONSTRUCTION
1. Construct the silt fence of standard strength or extra
strength synthetic filter fabrics.
2. Construct the filter fabric from a continuous roll cut
to the length of the barrier to avoid joints. When joints
are necessary, securely fasten the filter cloth only at a
support post with overlap to the next post.
3. Support standard strength filter fabric by wire mesh
fastened securely to the upslope side of the posts using
heavy duty wire staples at least 1 inch long, or tie wires.
Extend the wire mesh support to the bottom of the trench.
4. When a wire mesh support fence is used, space posts
a maximum of 8 foot apart. Support posts should be driven
securely into the ground to a minimum of 2 foot
5. Extra strength filter fabric with 6 foot post
spacingdoes not require wire mesh support fence. Staple
fence or wire the filter fabric directly to posts.
OPERATION
Inspect silt fences at least once a week and after each
rainfall. Make any required repairs immediately. Should the
fabric of a sediment fence collapse, tear, decompose or
become ineffective, replace it promptly. Remove sediment
deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take
care to avoid undermining the fence during cleanout.
REMOVAL
When contributing drainage areas have been properly
stabilized, grade and stabilize the area disturbed by silt
fence removal and cleanup.
NOTE:
PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF ANY PHASE OF GRADING, AND, A
PERMANEMT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT,
DISfRU1#D AREAS SHALL BE GRADED AND SEEDED. TOPSOIL SHALL BE BROUGHT IN AS
NECESSARY. PLANTINGS ARE NOT TO BE INSTALLED UNTIL GRADING AND SEEDING IS COMPLETE.
LANDSCAPE CONTRACTOR SHALL WATER AS NEEDED TO PROMOTE PROPER GERMINATION AND
STABILIZATION.
SEEDING
* FOR LAWNS AND ROADWAY SHOULDERS, DOUBLE RATE SHOWN.
SEEDING DATES
SEED TYPE
SEEDING RATE PER ACRE
FEBRUARY—MAY
' TALL FESCUE
120 Ibs.
(KENTUCKY 31)
(FESTUCA ARUNDINANCEA)
JUNE—JULY
* TALL FESCUE
120 Ibs.
(KENTUCKY 31)
(FESTUCA ARUNDINANCEA)
+
BROWN TOP MILLET
25 Ibs.
(SETARIA PANICUM)
or
SORGHUM—SUDAN HYBRID
25 Ibs-
(SORGHUM—SUDANESE)
AUGUST—OCTOBER
* TALL FESCUE
120 Ibs.
(KENTUCKY 31)
(FESTUCA ARUNDINANCEA)
NOVEMBER—JANUARY
TAL(KENTUCKY F3SjUE
120 Ibs.
(FESTUCA ARUNDINANCEA)
SHOULD THE DEVELOPER PREFER A BERMUDA (MASS
GROUND COVER.
THE FOLLOWING MIXTURE SHALL BE USED:
SEEDING DATES
SEED TYPE
SEEDING RATE PER ACRE
APRIL—SEPTEMBER
COMMON BERMUDA GRASS
10 Ibs.
(HULLED)
(CYNODUN DACTYLON)
+
WEEPING LOVEGRASS
4 Ibs.
(ERDGROSTIS CURUULA)
OCTOBER—MARCH
COMMON BERMUDA GRASS
10 Ibs.
(UNHULLED)
(CYNODUN DACTYLON)
SHOULD THE DEVELOPER PREFER A CENTIPEDE GRASS GROUND COVER.
THE FOLLOWING MIXTURE SHALL BE USED:
SEEDING DATES SEED TYPE SEEDING RATE PER ACRE
APRIL--SEPTEMBER CENTIPEDE 2 Ibs.
+
WEEPING LOVEGRASS 4 Ibs.
(ERDGROSTIS CURUULA)
OCTOBER—MARCH CENTIPEDE 2 Ibs.
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS W/N0, 8 STAPLES.
ULTRAVIOLET RESISTANT (BLACK) MIRIA FABRIC
OR EQUIVALENT SECURED TO WIRE W/METAL
CLIPS OR WIRE AT 8" OFF CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE e 0 C MAX
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION -�—
INSPECTOR. 50 FLNCE
it
/. 11
/ E t 4510p E
Ole
o //j pp1MEN
/ FLOW TO INCREASE STORAGE
• CAPACITY AND PROLONG THE LIFE OF
• FLOW THE SILT FENCE, IT IS GENERALLY
SHEET DRAINAGE (ONLY) ADVISABLE TO DIG A SEDIMENT PIT
IN FRONT OF YOUR SILT FENCE
WHENEVER POSSIBLE -
NATURAL GRADE
6"
z CARRY APPROX. 12" OF FABRIC INTO TRENCH, COVER W/SOIL & TAMP BACKFILL.
g CARRY 6" OF WIRE INTO TRENCH.
04 METAL,CEDAR OF 4"X4" TREATED WOOD POSTS AT 10' O.C. MAX.
CEDAR & WOOD POSTS SHOULD BE 3' DEEP MIN.
NOTES: DETAIL OF SILT FENCE
1. TOTAL DRAINAGE AREA FLOWING TO
SILT FENCE MAY NOT EXCEED 1 ACRE. NOT TO SCALE
2. SILT FENCES SHOULD NOT BE USED AT
PIPE OULETS OR IN AREAS OF CONCENTRATED
�251
MATERIALS
1. Use a synthetic filter fabric or a pervious sheet
of polypropylene6 nylon, polyester, or polyethylene Yam.
which Is certified by the manufacturer or supplier as
conforming to the following n quirements:
PHYSICAL PROPERTY
REQtJIREMENTS
85X (min.)
Filtering Efficiency
Tensile Strength at
Standard 5tnmgth-
2OX (max.) Elongation
30 Ib/lin in (min.)
Extra strength-
50 Ib/lin In (min.)
Slurry Flow Rate
0.3 gd/sq ft/min
(rein.)
50'
TYPE R7-8 OR R7-8A
SIGN APPROVED FOR USE
UNDER G.S. 20-37.8
GENERAL STATUTE
HEIGHT TO BOTTOM OF SIGN
WHEN PEDESTRIAN PATH DOES
NOT PASS UNDER OR AROUND
SIGN
0
1
iA
FINISHED
GRADE
DRAIN NOTES:
12" PVC PIPE FILLED WITH SEPTIC TANK STONE
CAP STONE WITH 14ON OR EQUAL, INSTALL
METAL GRATE
PERFORATED WITH 4 HOLES, 1)f O SPACED Or
APART HORIZONTALLY
• _ 6 � COgRSE-.SgND, ..
RFTT_� ,rRENCH�
12" PVC DRAIN TYPICAL
2'—Or LONG
ELEVATION
rig"
DIA. RODS
2'-0" LONG
SECTION
RAILROAD TIE DETAIL
NOT TO SCALE
VAN SIGN R7-8A
XF`Im F 12'x6'
RESERVED
PARKING
SIGN R7-8
12"x18'
H
MAXIMUM SIGN R7-8D
PENALTY 12"x90
$250
R7-81) PENALTY SIGNSARE
REQUIRED TO ACCOMPANY ALL
117-8 OR 117-13A PARKING SIGNS
ERECTED AFTER DECEMBER 31, 1980
Synthetic filter fabric should contain ultraviolet ray
Inhibitors and stabilizers to provide a minimum of 6 maths HANDICAPPED SIGN DETAIL
of expected usable construction life at a temperature range
of 0' to 120' F.
NOT TO SCALE
2. Ensure that posts for silt fences are 1.33 lb Ainear foot steel
with a minimum length of 4 foot. Steel post shall have
projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric,
use wire fence with a minimum 14 gauge and a maximum mesh
spacing of 6 inches.
TOP PVC
8.5'
TWICE RADIUS
OF BALL
2" MINIMUM
MULCH
1 /2r DIA. R
2'—Or LONG
SEAL HOLES
WITH CONCRETE
1 1 /2' CHAMFER
ABC
1 /2" DIA. RODS
2'-0" LONG
ELEVATION
9r v 3'
#3 BARS
NOTE: ANCHOR RODS TO BE
SLEEVED OR GREASED THRU
CONC. CURBS TO PERMIT
RELOCATION OF CURBS
SECTION
WHEEL BUMPER DETAIL
NOT TO SCALE
TREE/SHRUB PLANTING DETAIL
NOT TO SCALE
ALLOW THIN LAYER OF SOIL
TO COVER BALL
ROOT BALL TO BE 1/3 -- 1/2
ABOVE EXISTING GRADE
BASED ON SOIL DRAINAGE
IMPORTED TOP SOIL
PEEL BACK BURLAP ON
B&B SHRUBS
BACKFILL 1 PART COMPOSTED
BARK WITH 5 PARTS
EXISTING SOIL
COMPACT BACKFILL IN
BOTTOM OF HOLE
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ISSUE DATE:4 30 12
DRAWN BY: CEO
CHWD BY: - RSJ
JOB NO. - E12.2
DWG. NAME:
SCALE:A
HORIZ: N/A
VERT: _N/A
DWG. NO
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