SW7961115_APPROVED PLANS_20170814

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw_7?ce /�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

VICINITY MAP
N TS
I EXGE BUILDING w, x I EX. STORAGE
---- J o x w BUILDING I EX. STORAGE I I _ I N/F
- _ - - - - - - J I _ BUILDING J EX. STORMWATER I MCLEOD FOUNDATION INC
z
ivo o �_-_
0 w u
I POND ( D.B. 1094, PG. 127 I
= Q CARPET & APPLIANCE PLAZA INC. \\ / I PIN: 892317019099
N/F �I D.B. 846, Px �/ CURRENT USE: FAMIILBY
PIN: 892317O17018 DOLLAR STORE
KITTY HAWK ASSOCIATES LLC EX. SAN. MH " 9201q �'
C/O WHEELER INT INC RIM = 7.60 ZONED: 1-1
D.B. 1038, PG. 24 INV - 2.75 CURRENT USE: STORAGE FACILITY R M = 7.77
N.H
PIN: 892317003542
INV = 2.11 - - - —
ZONED: 1-1 ... _- —�
CURRENT USE: FRISKIES PET CARE PRODUCTS N57' 19 28"E 345, 89' - _ -- - -- _-- -- -- -- --- - - _ -_ _----- - 2757' 19' 28"E- —
PGA ` - - �,. _ 15 BUILDING SETBACK -- --_ - - _ _ \ 6>� O El -� EX. CUSTOMER
`L 160 \ADVISORY SIGN
-D- _-=_ --_� _ ___ _ _ _. -- 457 SQ. FT. CURBED_
APPROX_ ___-.... -- -_. _ .._ & SCREENED- DUMPSTER PAD DRAIN
. LOCATION EX. 12" SEWER �- - DUMPSTER PAD �, - RIM = 8.25
5 J —
\ _
.-EX­20�3EWER EL$ELENT _ \ —
-tom
APPRO
EX. 40' DRAINAGE EASEMENT
EX. SAN. MH a1 - _-�"p,PS -'', - - - - - - %- - - - - EX - - X. LOCATION EX. 12 SEWER -
-
-.—.-.-
(APPROX. LOCATION) . /pSF'� �SE�� /� - _ _ _ ., - - - - SAN. M - . - _ - - . - . - . - . - . EX., 20' S WER EA -
H
OIL/WATER/ I I RIM = 8.34 . r' �EMENT_I�
__ _ _ _
EX. NO LEFT
SAND SEPERAT IR I '- TURN SIGN
px''N\ / SMALL DI I W- I I f - - — - '-,ry1'
�/ E CLEARED OF,..., . UTFALL TO\ I / \ _NIV = 6.00 I 1 CONC.O+ I 69 I Ifr I I EX. ONE WAY _ I I- 30 6
HEAVY VEGETATION NASHPAEI _ _ F SIGN I III
O- e„ (PERM. GPOOLRELEVTER 3S0) 29
--EX. WASH TEMPORARY BM —I
I� PAD CANOPY EX. GONG. y� " (NAIL IN PVMT) —
b 1 OVERHANG VACUUM }{ ELEV = 8.90
PAD
72
I II
124 a' zF SEAL COAT BLACK
Ix a I OVER PARKING LINES I —
w FOR SPACES TO BE
�I REMOVED
EX.
NE
o0 _
—. RETAIL BUILDING SIGN O AY
125 �' to I I EXISTING 9600 SQ. FT
I o
X I _
F4pFO \ ' SEAL COAT BLACK I _
S TO BE
OVER PARKING LIN
FOR SPACE ES
I I REMOVED
— �
I AS
Sim
= Im \ I ° UNDERGROUND I
LP
in o I I— —1 TANK I I I m
—
r- SEAL COAT BLACK
------- PARKING LINES' 3: EXISTING I 17 m
REMOVE WHOPS _ 132 FOR SPACES -TO Bt"_y N H YPC UNITS i o-"�i I a
V) I REMOVED 'I 1 "
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— �— )
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o I I II--_----
133Ir----_--
16 I N r=n
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z A—
Y
I'I REMOVE WHEEL STOP I I I =
& RE -STRIPE AS �, I m
�----`- SHOWN ON_=O - - "� I I 0I
09I
— 106
II — -
� i Q
EXISTING 9600 SQ. FT. I
RETAIL BUILDING
Z w I ul, 105
o r- Io 140 ,...
a I I
III r
m I� 141Ip RE -STRIPE AS
200
r=*rn
SHOWN ON C
0 - k
zGAS
I
REMOVE WHEEL STOP a .I LCO
Iw IF & RE -STRIPE AS 11 _I_ I EXISTING
SHOWN ON_=O--1 '' I HVAC UNITS
I
. G. I— I (TYP.)
95
-�
� II I m
o �--L---------
— ' L--------- ss
I
I ,
wa I I
zo I toU
I I148 96
-----I� i
L_20' BUILDING SETBACK -------
--- I S55'
15' LANDSCAPE BUFFER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _'_- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _
_--------20' 41"I
L_ _ _ _ _-- ___ .'
i
EX. ONE WAY EX. WRONG
\ a m
x � I SIGN I WAY SIGN
N:
a I Cy3 S55' 20' 41"W 387.23'
_______`W
_W :.
w :: w - W :: : „—___Wt_ w W
W ---W
W W W =W—
APPROX. LOCATION EX. 10" WATERLINE
II
- - --- --
INDUSTRIAL PARK DR.
-- -- ---- ----
(80' R/W)/SR-1206
- — — — —
II
N/F
CONSOLIDATED, EVELOPMENT
CONSOLIDATED DEVELOPMENT
\
896
D.B. 527, PG.
/
PIN:
1-1 I�896
PIN: 892317103416
ZONED: 101
NEED:
1
—
CURRENT USE: VACANT _ _ _
CURRENT USE: ELECTRICC SUPPLIES INC.
- -ZONED: - -
- -
rqS57' 19' 28"W 182.95'
EX. ONE
WAY SIG I
i
EX. WRONG WAY SIGN - -=T-
IN w IN -y— v': iN wy: W is W W _
N
SITE DATA:
1. OWNER/DEVELOPER: HOFFER PROPERTIES, LLC
KENNETH HOFFER, MANAGER
107 KITTY HAWK LN
ELIZABETH CITY, NO 27906
[phone]
2. SITE INFORMATION: PIN # 892317100721 & 892317101886
D.B. 738, PG. 302
TAX MAP:P122-40 & 40A
LOT i OF ELIZABETH CITY/PASQUOTANK
COUNTY INDUSTRIAL PARK (M.B. 7, PG. 50)
SITE AREA: 244,890 SF = 5.62 AC. (TOTAL)
DISTURBED AREA = 16,598 SF = 0.38 AC.
ZONING: GB - GENERAL BUSINESS
ADDRESS: 102 INDUSTRIAL PARK DR.
3. MINIMUM BUILDING SETBACKS: STREET = 20' (INDUSTRIAL PARK
DR.)
STREET = 20' (KITTY HAWK LN.)
REAR = 15'
4. SITE IS LOCATED IN FLOOD HAZARD ZONE SHADED "X" AND "X" AS SHOWN ON
F.I.R.M. PANEL 3720892300J, DATED OCTOBER 5, 2004.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN
FROM
PLAT ENTITLED "FINAL PLAT FOR ELIZABETH CITY INDUSTRIAL PARK",
PREPARED
BY WILLIAM & WORKS, ROBERT J. BRACKEN, PLS; DATED JUNE 02, 1977.
6. EXISTING IMPROVEMENTS SHOWN HEREON TAKEN FROM SITE PLAN BY
HYMAN &
ROBEY DATED DECEMBER 4, 2013 AND ADJUSTED BASED ON VISUAL
INSPECTION AND AERIAL PHOTOGRAPHY.
LEGEND
_J
EXISTING ASPHALT PAVEMENT
C -
EXISTING CONCRETE/SIDEWALK
EXISTING RIPRAP
PROPERTY LINE
-
-
PROPERTY LINE EXTENSION
- - - - -
-
- - -
BUILDING SETBACK
- - - - - - -
- - - - - -
- - - -
BUFFER YARD SETBACK
- -
RIGHT OF WAY LINE
--- -- -_
- -
- - --
UTILITY EASEMENT
- -
FLOODZONE BOUNDARY
W
W W
EXISTING WATERLINE
_
=
EXISTING STORM CULVERT
-
-
EXISTING SEWER LINE
CHEZ,HE
EXISTING OVERHEAD ELECTRIC
SAS -SAS
EXISTING GAS LINE
X
X
EXISTING FENCE
X X
--- ----
- --
EXISTING TOP OF BANK
---- - -
- - ----
- -----
EXISTING TOE OF BANK
-
- -
-
EXISTING DITCH/SWALE
EXISTING POND PERMANENT POOL
EXISTING LANDSCAPED/MULCHED AREA
TEMPORARY BENCHMARK
EXISTING FIRE HYDRANT
D4
EXISTING WATER VALVE
D4
EXISTING WATER BLOWOFF
Y
EXISTING YARD HYDRANT
D4
EXISTING GAS VALVE
®
EXISTING SEWER MANHOLE
�Qn
EXISTING UTILITY POLE
EXISTING DROP INLET
4W
EXISTING CURB INLET
EXISTING STORMWATER FLOW DIRECTION
EXISTING BOLLARD
�co
EXISTING SEWER CLEANOUT
>$
EXISTING POLE LIGHT
EXISTING SHRUB
EXISTING MAPLE
EXISTING CREPE MYRTLE
EXISTING LACEBARK ELM
ME
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6. PARKING REQUIREMENTS: TOTAL = EXISTING + PROPOSED NEW VEHICULAR SURFACE AREA:
BUILDING AREA = 19 200 SF - -
SITE DATA: - 97,121 + 13,486 - 104,607 SF TOTAL NEW VEHICULAR SURFACE AREA - - 13,326 SF
REQUIRED PARKING ® 1/200 SF GROSS FLOOR AREA = 96 = 2.40 AC
1. OWNER/DEVELOPER: HOFFER PROPERTIES, LLC EXISTING REGULAR SPACES PROVIDED = 144 = 42.7% IMPERVIOUS REDID SHADING = 1 CANOPY TREE EVERY 2000 SF
KENNETH HOFFER, MANAGER EXISTING ADA SPACES = 4 (42.9% ALLOWED BY PERMIT 1 SHRUB EVERY 500 SF
107 KITTY HAWK LN TOTAL EXISTING SPACES = 148
9. LANDSCAPING REQUIREMENTS FOR PARKING AREAS: -
ELIZABETH CITY, NC 27906 U 13,326/2000 - 7 CANOPY TREES REQ D
EXISTING SPACES TO BE REMOVED FOR IMPROVEMENTS = 4
13 326 500 = 27 SHRUBS RE 'D
[phone] / Q
EXISTING SPACES TO BE CONVERTED TO ADA = 3 ANY LANDSCAPING NOT INSTALLED WITH PREVIOUS PHASE TO BE
2. SITE INFORMATION: PIN 111 892PC. 302 0721 & 892317101886 EXISTING SPACES TO BE REMOVED FOR ADA AISLE = 4 INSTALLED AS A PART OF THIS PHASE OF CONSTRUCTION. LANDSCAPE ISLANDS: 1 ISLAND AND 1 CANOPY TREE PER EVERY
D.B. 738, PG.
PROPOSED ADDITIONAL REGULAR SPACES = 33 TAX MAP: P122-40 & 40A TOTAL REGULAR PARKING SPACES PROVIDED = 166 STREETSIDE BUFFER: 10 PARKING SPACES
%v
TOTAL ADA PARKING SPACES PROVIDED = 7 - REQ'D BUFFER - 1 CANOPY TREE PER 50 LINEAR FEET OF
33 SPACES 10 = 3 ISLANDS RE '0
COUNTY INDUSTRIAL PARK (M.B. 7, PG. 50) STREET FRONTAGE LOT 1 OF ELIZABETH CITY/PASQUOTANK TOTAL PARKING SPACES AT COMPLETION OF EXPANSION = 173 / Q
SITE AREA: 244,890 SF = 5,62 AC. (TOTAL) 7. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS. SHRUBS PLANTED 4' ON CENTER TOTAL TREES REQUIRED = 10
DISTURBED AREA = 16,598 SF = 0.38 AC. TOTAL TREES PROVIDED = 10
ZONING: GB - GENERAL BUSINESS 8. SITE COVERAGE: STREET FRONTAGE: TOTAL SHRUBS REQUIRED = 27
ADDRESS: 102 INDUSTRIAL PARK DR. TOTAL SHRUBS PROVIDED = 27
INDUSTRIAL PARK DR. = 200 LF - 48 LF OF DRIVEWAY OR 152 LF
VICINITY MAP EXISTING ON -SITE IMPERVIOUS: - STREET TREES REQUIRED = 152/50 = 3 CANOPY TREES LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
3. MINIMUM BUILDING SETBACKS: STREET = 20' (INDUSTRIAL PARK DR.) EXISTING BUILDING & CAR CANOPY 20,087 SF STREET TREES PROVIDED = 5 (3 EXISTING) SHALL BE MULCHED AND REMAINING AREAS SHALL BE
STREET = 20'(KITTY HAWK LN.) EXISTING ASPHALT = 64,511 SF STREET SHRUBS REQUIRED = 152/4 = 38 SHRUBS GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
NTS REAR = 15' EXISTING CONCRETE = 6,523 SF
AL N IM VI A = 91, STREET SHRUBS PROVIDED = 38 BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
TOT4. SITE IS LOCATED IN FLOOD HAZARD ZONE SHADED "X" AND "X" AS SHOWN ON = 2.09 AC NO STREETSCAPING IS REQUIRED ALONG KITTY HAWK LN. FOR THIS LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
F.I.R.M. PANEL 3720892300J, DATED OCTOBER 5, 2004. = 37.2% IMPERVIOUS PROJECT; HOWEVER STREETSCAPING WILL BE REQUIRED AT THE TIME OF PLAN. CHANGES MUST BE APPROVED BY THE CITY OF
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN FROM PROPOSED SITE COVERAGE BREAKDOWN FOR PROJECT: FUTURE DEVELOPMENT. ELIZABETH CITY DEPARTMENT PLANNING &COMMUNITY
PLAT ENTITLED "FINAL PLAT FOR ELIZABETH CITY INDUSTRIAL PARK", PREPARED PROPOSED ASPHALT = 13,326 SF DEVELOPMENT PRIOR TO INSTALLLL ATION.
BY WILLIAM & WORKS, ROBERT J. BRACKEN, PLS; DATED JUNE 02, 1977. PROPOSED CONCRETE = 160 SF REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NIL IMPEKVOUb AKEA13,486 SF NCDOT RIGHT-OF-WAY.
= 0.31 AC
IEX. STORAGE I x I EX. STORAGE I (I I II II I I 4 IIII
BUILDING- I �"' I BUILDING I EX. STORAGE I I N F II
J z a z - _ BUILDING I EX. STORMWATER /
o= y
1 0 oN ` - -J N/F / I I MCLEOD FOUNDATION INC
_ _ POND D.B. 1094, PG. 127
N/F = o CARPET & APPLIANCE PLAZA INC. PIN: 892317019099 II I I IIII
D.B. 846, PG. 327 � I ZONED: GB & 1-1 I 1
KITTY HAWK ASSOCIATES LLC I EX. SAN. MH PIN: 892317017018 \�
CURRENT USE: FAMILY DOLLAR STORE
C/O WHEELER INT INC RIM = 7.60 ZONED: 1-1
INV = 2.75 CURRENT USE: STORAGE FACILITY EX. SAN. MH i
D.B. 1038, PG. 24 / RIM - 7.77 L- _
PIN: 892317003542 INV=2.11 J-----------------) II
ZONED: 1-1 __ _ -y
CURRENT USE: FRISKIES PET CARE PRODUCTS- - ------- -__ _ _ N57' 19 28'E 345 89' --_ N57' 19' 28"E
-- - ---_ _ - _ - 21 O TO -
- _
15_BUILOING SETBACK '�-- ---- __ _ _ s -
\ 6\ 8 \ E\ \ 60 ADVISORYSIGNI)
_
- -- SO. FT CURBED_ \-+=
- _ _ _._ SCREENED _ _ DUMPSTER P DRAINS
. 0 -� EX I I
APPROK LOCATION EX. 12" SEWER - - DUMPSTER PAD -"- / RIM = 8.25 D
/` -EX_20_SE`b�R EASEWNT -
/EX 40' DRAINAGE EASE ENT _ \ _
. _-._.-.- -- AD--�.-X. LOCATION E� SEWER \ � I
EX. SAN. MH ?� -/'�, - - - - ._.-.-._.- 20 SE
M -
(APPROX. LOCATION) RIM = 8.34H EX. '. 1VER EASEMENT _
_ I
��11--
/Ei� y01L/WATER/ I I __ EX. NO LEFT
SAND SEPERATOR i - - SIGN r
� TURN I I
��.• dppP / `,, / \ 114 SMALL DI-- © _ _ I F-- - - - - - -I
-MV = 6.00 I 1 ' X 301 69 1 Ik EX. ONE WAY 30
EXISTING STORMWATER POND WASHPAd 4� SIGN
(PERM. POOL ELEV. = 3.50) I 11 I oil I- 29 I I.
` 1r WASH �- - - YI
` TEMPORARY BM
_ I' PAD CANOPY B0 e I I 1
1 ` \ OVERHANG E VACUUM (NAIL IN PVMT)
PAD 71
ELEV = 8.90
I I
1�=20 i IX > I I l I
I
! _
�\00 \ - _ - ' -__ . -. SIGN NE 1 -
! _ � � ��"� EX. "0 WAY
OOO SON sh _ - 121 I I EXISTING
RETA9B00 SQ. FT. I I I I I 1
I
II 1
173 �� : AS SI
�z m \ O� • 72
UNDERGROUND I m
i•9
r LP TANK
I I n I >
�y w I I
1 0 iCm 126 q ¢- II II - JIF
T I I iA z 159 8 ,STANDUP # I I ,' 3 I I 17 I "o r� III Cl�
- CURB {T'cP.} I 'I Uj
fIn I��--}X I I (YAPC)UNITSEXISTING
/ - I a II I�
- • I g - - Z tI -2I
IIII > 1
5R ® �p^ `� -- -_ � � v'z I __-__- w
O i �� j 154 1� ,27 a
Y-- r--
z & I I I OV 16-I I m> IIII
.I I vM �4' SIDEWALK
5 I M I fat V I mo¢ I I I I y I I I M
t
102 I I > III
- II L�
I EXISTING 9600 SQ. �.
RETAIL BUILDING -I 4
z Im
ADA SIG 1 I I I I
w I 701 O (5250 FIN) I m I
- -I
NIm sip i I I ii I- - 1>
izQADA N 133 I ( N W
(S250 rrFONE} I I III Uj
Uj0 a I I
147 I� 134 �- o I¢ �I I �1 I 1 1
- - CbNC..- I�
PARN,NG �- x N
41
-� 2D' TYP.1 � 6 �S
I; j( lice
- I F
i I,=,_," ADA SIGN _
I n 24' I i
I
�� �- g ($250 FIN Q) �' I�
I I N 1 II.h /� EXISTING I I I
tO''IYP. `2 '� 4' SIDEWALK I rv, �T PC)UNITS L_ -
_ \� I,I I II = JIB 1
J
- I I I- 1 I I 11
II _ I m I 1
o to I I 1 -- `�97-)`---------JI I 59
-L 1 I I 1
773------- -
wI IU _ • « 147 140 _--- 92
z I L 20' BUILDING SETBACK - -; - - - - -
9'R aW
15' LANDSCAPE BUFFER _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - '>J S55' 20' 41"W
L ----- - - - - - - - - - - - - - :- � - - - _30.07' EX. ONEX. WRONG
o I WAY SIGN m
a Oq S55' 20' 41"W 387.23' ;. / a ` 'j SST 79' 28"W 182.95' -
a EX. ONE
WAY SIGN I /
SV SV -` SVISVJf_SV m
L�'­­--w \ EX. WRONG WAY SIGN
W-=ir'r'Ir'r W yrry n--W W�W �'r v> rr rrW-ri Wvr' WI: W n--vr' rVWriirW-kdr✓r'r
APPROX. LOCATION EX. 10" WATERLINE
ALL CQQMMSTRUQT,QN TRAFFIC TO-7'
O INDUSTRIAL PARK DR. (80' R/UV)/SR-1206
INFi1tES RUCTIONS THROUGH
STRUCTION ENTRANCE
CONSOLIDATED DEVELOPMENT I N/F / �-
1 D.B. 527, PG. 896 CONSOLIDATED DEVELOPMENT
/ PIN: 892317101350 D.B. 527, P�-
ZONED: -1 II PIN: 8923171 41
-1
_CURRENT USE: VACANT_ _ - - _ - -ZONED:
1(/ CURRENT USE: ELECTRICC SUPPLIES INC.
30
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH
CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO
INSTALLATION.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY
STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE
UTILIZED.
12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.
FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
RESULT IN THE ISSUANCE OF A STOP WORK
ORDER.
13. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY
MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE
APPROVED LOCATION.
14. DISTURBED AREA WILL NOT EXCEED 0.60 ACRES.
15. OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS PROHIBITED.
16. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES, ETC. SHALL BE
ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL FROM THE CITY OF
ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT.
17. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS SHALL BE
SCREENED.
18. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, SIZE, DEPTH, MATERIAL,
LOCATION, AND CONDITIONS OF ALL UTILITIES (PUBLIC AND PRIVATE) PRIOR TO
ANY EXCAVATION OR CONSTRUCTION WORK. THE CONTRACTOR IS REQUIRED TO
CONTACT (NC ONE CALL) AT 811 AND ALL POTENTIAL UTILITY OWNERS PRIOR
TO EXCAVATION IN ACCORDANCE WITH NORTH CAROLINA LAW GOVERNING SUCH
WORK. IF THE CONTRACTOR DETERMINES A CONFLICT EXISTS THAT MAY
ADVERSELY AFFECT THE PROPOSED WORK, THE OWNER IS TO BE NOTIFIED
PRIOR TO PROCEEDING WITH ANY CONSTRUCTION WORK.
LEGEND
PROPOSED MAPLE (14)
(LANDSCAPE CONTRACTOR TO MATCH PROPOSED
MAPLES TO EXISTING MAPLE SPECIES)
PROPOSED LACEBARK ELM (5)
(171 parifolia)
ALL CANOPY TREES TO BE A MINIMUM
OF 8' TALL WITH A 2" CALIPER,
MEASURED 6" ABOVE GRADE
PROPOSED INDIAN HAWTHORN
ELEANOR TABER (56)
(Rhaphiolepis indica 'Connr')
PROPOSED LOROPETALUM 'DARUMA' DWARF (37)
(Loropetalum chinansis 'dame '))
ALL SHRUBS TO BE A MINIMUM OF 12" TO 18"
TALL / 3 GALLON SIZE AT THE TIME OF PLANTING
NOTE: ALL LANDSCAPED AREAS TO BE COVERED WITH
4" HARDWOOD MULCH. ALL OTHER UNIMPROVED
AREAS TO BE SEEDED PER SEEDING AND MULCHING
DETAIL ON SHEET C902.
LEGEND
L_
-J
EXISTING ASPHALT PAVEMENT
-:
PROPOSED ASPHALT PAVEMENT
EXISTING SIDEWALK/CONCRETE
PROPOSED CONCRETE/SIDEWALK
EXISTING RIPRAP
PROPERTY LINE
_
-
PROPERTY LINE EXTENSION
-
BUILDING SETBACK
- - - - - -
- - - - - - - - -
-
BUFFER YARD SETBACK
- -
RIGHT OF WAY LINE
--- - --
- - --- -
-
UTILITY EASEMENT
-
-
FLOODZONE BOUNDARY
W-.'J W
EXISTING WATERLINE
_
=
EXISTING STORM CULVERT
-
-�-
-
EXISTING SEWER LINE
--OHE-SHE
EXISTING OVERHEAD ELECTRIC
-GAS
AS
EXISTING GAS LINE
X
EXISTING FENCE
X
X X
-- _---- -
- --- - ------
EXISTING TOP OF BANK
- -_--
-- -----------
PROPOSED TOP OF BANK
-- - _ -- -
- - - -- - ----
EXISTING TOE OF BANK
-
EXISTING DITCH/SWALE
EXISTING POND PERMANENT POOL
EXISTING LANDSCAPED/MULCHED AREA
TEMPORARY BENCHMARK
Ayb
EXISTING FIRE HYDRANT
D4
EXISTING WATER VALVE
90
D4
EXISTING WATER BLOWOFF
`•°
EXISTING YARD HYDRANT
D4
EXISTING GAS VALVE
®
EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
EXISTING POLE LIGHT
EXISTING DROP INLET
EXISTING CURB INLET
EXISTING JUNCTION BOX
EXISTING STORMWATER FLOW DIRECTION
EXISTING BOLLARD
'Eco
EXISTING SEWER CLEANOUT
EXISTING SHRUB
EXISTING MAPLE
EXISTING CREPE MYRTLE
EXISTING LACEBARK ELM
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PROPOSED LACEBARK ELM (5)
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VICINITY MAP
NTS
SITE DATA:
1. OWNER/DEVELOPER: HOFFER PROPERTIES, LLC
KENNETH HOFFER, MANAGER
107 KITTY HAWK LN
ELIZABETH CITY, NO 27906
[phone]
2. SITE INFORMATION: PIN # 892317100721 & 892317101886
D.B. 738, PG. 302
TAX MAP:P122-40 & 40A
LOT 1 OF ELIZABETH CITY/PASQUOTANK
COUNTY INDUSTRIAL PARK (M.B. 7, PG. 50)
SITE AREA: 244,890 SF = 5.62 AC. (TOTAL)
DISTURBED AREA = 16,598 SF = 0.38 AC.
ZONING: GB - GENERAL BUSINESS
ADDRESS: 102 INDUSTRIAL PARK DR.
3. MINIMUM BUILDING SETBACKS: STREET = 20' (INDUSTRIAL PARK DR.)
STREET = 20' KITTY HAWK LN.
REAR = 15'
4. SITE IS LOCATED IN FLOOD HAZARD ZONE SHADED "X" AND "X" AS SHOWN ON
F.I.R.M. PANEL 3720892300J, DATED OCTOBER 5, 2004.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN FROM
PLAT ENTITLED "FINAL PLAT FOR ELIZABETH CITY INDUSTRIAL PARK", PREPARED
BY WILLIAM & WORKS, ROBERT J. BRACKEN, PLS; DATED JUNE 02, 1977.
6. PARKING REQUIREMENTS
BUILDING AREA = 19,200 SF
REQUIRED PARKING ® 1/200 SF GROSS FLOOR AREA = 96
EXISTING REGULAR SPACES PROVIDED = 144
EXISTING ADA SPACES = 4
TOTAL EXISTING SPACES = 148
EXISTING SPACES TO BE REMOVED FOR IMPROVEMENTS = 4
EXISTING SPACES TO BE CONVERTED TO ADA = 3
EXISTING SPACES TO BE REMOVED FOR ADA AISLE = 4
PROPOSED ADDITIONAL REGULAR SPACES = 33
TOTAL REGULAR PARKING SPACES PROVIDED = 166
TOTAL ADA PARKING SPACES PROVIDED = 7
TOTAL PARKING SPACES AT COMPLETION OF EXPANSION = 173
7. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
8. SITE COVERAGE:
EXISTING ON -SITE IMPERVIOUS:
EXISTING BUILDING & CAR CANOPY = 20,087 SF
EXISTING ASPHALT = 64,511 SF
EXISTING CONCRETE = 6,523 SF
TOIAL LXISIING IMPERVIOUS AREA91,121 SF
= 2.09 AC
= 37.2% IMPERVIOUS
PROPOSED SITE COVERAGE BREAKDOWN FOR PROJECT:
PROPOSED ASPHALT = 13,326 SF
PROPOSED CONCRETE = 160 SF
PROPOSED SITE IMPERVOUS AREA 13,486
0.31 AC
TOTAL = EXISTING + PROPOSED
= 91,121 + 13,486 = 104,607 SF
= 2.40 AC
42.7% IMPERVIOUS
(42.9% ALLOWED BY PERMIT
9. LANDSCAPING REQUIREMENTS FOR PARKING AREAS:
`ANY LANDSCAPING NOT INSTALLED WITH PREVIOUS PHASE TO BE
INSTALLED AS A PART OF THIS PHASE OF CONSTRUCTION.
STREETSIDE BUFFER:
REQ'D BUFFER = 1 CANOPY TREE PER 50 LINEAR FEET OF
STREET FRONTAGE
SHRUBS PLANTED 4' ON CENTER
STREET FRONTAGE:
INDUSTRIAL PARK DR. = 200 LF - 48 LF OF DRIVEWAY OR 152 LF
STREET TREES REQUIRED = 152/50 = 3 CANOPY TREES
STREET TREES PROVIDED = 5 (3 EXISTING)
STREET SHRUBS REQUIRED = 152/4 = 38 SHRUBS
STREET SHRUBS PROVIDED = 38
NO STREETSCAPING IS REQUIRED ALONG KITTY HAWK LN. FOR THIS
PROJECT; HOWEVER STREETSCAPING WILL BE REQUIRED AT THE TIME OF
FUTURE DEVELOPMENT.
NEW VEHICULAR SURFACE AREA:
TOTAL NEW VEHICULAR SURFACE AREA = 13,326 SF
REQ'D SHADING = 1 CANOPY TREE EVERY 2000 SF
, SHRUB EVERY 500 SF
13,326/2000 = 7 CANOPY TREES REQ'D
13,326/500 = 27 SHRUBS REQ'D
LANDSCAPE ISLANDS: 1 ISLAND AND 1 CANOPY TREE PER EVERY
10 PARKING SPACES
33 SPACES/ 10 = 3 ISLANDS REQ'D
TOTAL TREES REQUIRED = 10
TOTAL TREES PROVIDED = 10
TOTAL SHRUBS REQUIRED = 27
TOTAL SHRUBS PROVIDED = 27
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
PLAN. CHANGES MUST BE APPROVED BY THE CITY OF
ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT-OF-WAY.
EX. STORAGE x I EX. STORAGE
BUILDING ox w I BUILDING I EX. STORAGE I I N F II
- I - - -BUILDING J I EX. STORMWATER / Y
POND I MCLEOD FOUNDATION INC I ( I ti y
o w ti JI
On a N/F / i PIN: 892317019099 II
/ CARPET & APPLIANCE PLAZA INC. _
N F 1 w / II CURRENT USEEDFAMIGLBY DOLLAR STORE
D.B. 846, PG. 327�
w PIN: 892317017018
KITTY HANK ASSOCIATES LLC � V %
C/O WHEELER INT INC - ZONED: 1-1
PIN: 892317003542 I• CURRENT USE: STORAGE FACILITY = Cmp II III
D.B. 1038, PG. 24 EX. 15" RCP ------- -- y X. 18 5 O6 E - - - - - - - - - - - - - - - - J n
INV = 3.56 - - ----------
ZONED: 1-1 / - EX. DI N
0 - --- - N57' 19 28 E 345 89' -7.70
CURRENT USE: FRISKIES PET CARE PRODUCTS _ _ N5T 28"E
213.00 TO EIR -
\ 457 SQ. FT CURBED
A -- ----- & SCREENED
DUMPSTER
t 57_25,/ 5 TC
-- -
�.,_�..„
OUTFLOW STRUCTURE iI ii I
}^ IIJi
-
/ OUTFALL TO t� '� I / \ I I I15' X 301 1 DI Ni
BE CLEARED OF I GONG. 0 RIM = 8.40 RIM = 6.75
HEAVY VEGETATION EXISTING STORM WATER POND I I JASHPAIJ INV OUT - 4.25 '
\ per• 36 LF 12" CMP ,_ _ (PERM. POOL ELEV. = 3.50) ! EX. WASH-�T �J II
\ TEMPORARY BM
INV IN = 3.50 I PAD CANOPY t�°ycpty \ b INV OUT = 2.50 + I OVERHANG E VACODUM I ENEV AIL IN 8,90 PVMT)
o\ -DRAWDOWN DEVICE - __� -1 I-c--PAD J �I
o51
119 LF 18" CMP \ I NVLIN 1= P
INV IN = 4.00 J / INV OUT = 4.15 I I
�----
7.25 g5 INV OUT = 3.50
1 ', �� -�
I I I
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RIM 8.36 EXISTING 9600 SQ. FT.
- _
TC INV IN N 4.15
7.90 PVMT ( ) I RETAIL BUILDING
-1'• O - - - _ � INV OUT 4.00 10
20 LF 18" CMP '
INV
-INV 1595. ® SAS INV IN
5.450 III
I I -
I fi 4/1 Ililltrilllll iTf iiil! I7 I I LLIN
P DTANK OUND
I � 32 LF - 18" RCP �7 I I
/ , t8. 0 PVMT INV. IN - 6.40' 7A
I , INV OUT - 6.00' N
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MATCH EXIST. I ® pp
(^ I 8.30PVMT1 _ -8.0 PVMT I �iI (TYPC) UNITS
8.2U PVMT:
8.50 TO
EXISTING
w
ir---------� I -
O I CONTRACTOR SHALL INSTALL EROSION CONTROL I+ -� &00 FwuT _ 60oPVMT
DEVICES AND PERFORM CONSTRUCTION I _
I I
ACTIVITIES IN ACCORDANCE WITH CONSTRUCTION NOSE DOWN j
Z I DETAILS SHOWN ON SHEETS C900-C901 cuRe 1 8 LF - 15" RCP
Y n I FROM END oyi f,F INV. IN - MG
_ NV. OUT - MG I I I ¢#
Q w
NOSE DOWN - $30 PVMT 0 1 ql1fiI �I
= I 3 1 CURB 1' 9,00 PVMT '^f'
n FROM END
i I a y I I i I EXISTING 9600 SQ. FT.
RETAILBUILDING
I ( I
Iw INV 6.5 y
i I
$ ' PVMT NOISE DOWN
8.00 PVMT R FROM_"D�
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8 LF - 15" RCP I 'I
INV. IN - MG
INV. OUT - MG
I I� NOSE DOWN 1 aJ' till EXISTING
I I I HVAC NITS
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CONSOLIDATED DEVELOPMENT
D.B. 527, PG. 896
/ PIN: 892317101350
ZONED: 1-1
CURRENT USE: VACANT,
I +
T
T 5.70 P
EX, 24" RCP /�
INV = 3.74 �
S55' 20' 41 "W 387.23'
EX 3J RCP
890 PV1
- INV = t2.22 �1 -
ilMATOF
II
CURB V p-
FROM END (TYP.) I=
I
8.65 TO
VT $:08 PVM � - 1---------J
8.115 PVMT
INV = 7. 0 _
- S55' 20' 41"i W I
8.30 PVMI 30.0T
8.90 PVMT 4 T I 1 SST 19' 28"W 182.95'
EX. DI
\
RIM = 6.43
INV = 2.39
SVJ_-SV
S+/fl
IST.
MATCH EXIST.
ENLARGED DI
RIM = 7.50
MATCH EX.
INDUSTRIAL PARK DR. (801 RM)JSR-1206 INV = t2.52
CONSOLIDATED DEVELOPMENT
--�
D.B. 527, PG. 896
PIN: 892317103416
CURRENT USE: ELECTRICC SUPPLIES INC.
- -ZONED: - - - -
-
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10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH
CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO
INSTALLATION.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY
STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE
UTILIZED.
12. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT.
FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY
RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
13. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY
MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE
APPROVED LOCATION.
14. DISTURBED AREA WILL NOT EXCEED 0.60 ACRES.
15. OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS PROHIBITED.
16. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES, ETC. SHALL BE
ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL FROM THE CITY OF
ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT.
17. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS SHALL BE
SCREENED.
18. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, SIZE, DEPTH, MATERIAL,
LOCATION, AND CONDITIONS OF ALL UTILITIES (PUBLIC AND PRIVATE) PRIOR TO
ANY EXCAVATION OR CONSTRUCTION WORK. THE CONTRACTOR IS REQUIRED TO
CONTACT (NC ONE CALL) AT 811 AND ALL POTENTIAL UTILITY OWNERS PRIOR
TO EXCAVATION IN ACCORDANCE WITH NORTH CAROLINA LAW GOVERNING SUCH
WORK. IF THE CONTRACTOR DETERMINES A CONFLICT EXISTS THAT MAY
ADVERSELY AFFECT THE PROPOSED WORK, THE OWNER IS TO BE NOTIFIED
PRIOR TO PROCEEDING WITH ANY CONSTRUCTION WORK.
LEGEND
- J
EXISTING ASPHALT PAVEMENT
_ - ,-' _:
PROPOSED ASPHALT PAVEMENT
_ -
EXISTING SIDEWALK/CONCRETE
PROPOSED CONCRETE/SIDEWALK
EXISTING RIPRAP
PROPOSED RIPRAP
PROPERTY LINE
- -
PROPERTY LINE EXTENSION
1111111111111111111111111111111111
LIMITS OF DISTURBANCE
DRAINAGE AREA
- -
FLOODZONE BOUNDARY
_ =
EXISTING STORM CULVERT
PROPOSED STORM CULVERT
--CHE-SHE
EXISTING OVERHEAD ELECTRIC
-GAS-GAS
EXISTING GAS LINE
EXISTING FENCE
--- ----- -- - ---------
EXISTING TOP OF BANK
---- --- - ----
EXISTING TOE OF BANK
-
EXISTING DITCH/SWALE
EXISTING POND PERMANENT POOL
EXISTING LANDSCAPED/MULCHED AREA
TEMPORARY BENCHMARK
ZX
EXISTING FIRE HYDRANT
D4
EXISTING WATER VALVE
D4
EXISTING WATER BLOWOFF
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EXISTING YARD HYDRANT
D4
EXISTING GAS VALVE
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EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
1'
EXISTING POLE LIGHT
EXISTING DROP INLET
EXISTING CURB INLET
EXISTING JUNCTION BOX
EXISTING DRAINAGE FLOW DIRECTION
SHEET FLOW DIRECTION
PROPOSED SPOT GRADE
•
EXISTING BOLLARD
EXISTING SHRUB
EXISTING MAPLE
EXISTING CREPE MYRTLE
EXISTING LACEBARK ELM
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BLOCK AND GRAVEL INLET PROTECTION
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CHECK DAM
GRAPHIC SCALE
30 0 5
( IN FEET )
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FINISHED
PLACE A TOOLED CONTROL JOINT 1" DEEP
WITH 1/8" RADII IN THE SIDEWALK AT t5'
INTERVALS. INTERVALS SHALL BE ADJUSTED
AS NECESSARY SUCH THAT NO SECTION IS
MORE THAN 6' OR LESS THAN 4'.
A 1/2" EXPANSION JOINT WILL BE REQUIRED
AT 30' INTERVALS AND WHERE THE SIDEWALK
JOINS ANY RIGID STRUCTURE, INCLUDING
BUILDINGS, SIDEWALKS, STEPS, ETC.
SEE PAVEMENT
o O O o SECTION DETAIL
000-0-0-
CURB DETAIL
NTS
FINAL BACKFILL
�._.
COMPACT TO 95%
-
-. SLOPE SIDES AS NECESSARY
STANDARD PROCTOR
__
FOR CONSTRUCTION
(FOR TRENCHES NOT
-
-
UNDER CURB OR
PAVEMENT, BACKFILL
USING ON -SITE
SUITABLE SOILS. FOR
TRENCHES UNDER
CURB OR PAVED
AREAS, BACKFILL
- --
-
--
USING ONLY
-
-
APPROVED OFF -SITE
SELECT BORROW.)
OUTSIDE
DIAM.
OF
PIPE
6"
1,
6"
TYPICAL
STORMWATER
PIPE
TRENCH
NTS
NOTE
IF SHRUBS AND TREES ARE TO BE
COLLECTIVELY LOCATED WITHIN A LANDSCAPING
BED, OR IN A CONTINUOUS LAYOUT, WITH
SPACING LESS THAN OR EQUAL TO 6' O.C.,
MULCH SHALL COVER THE ENTIRETY OF THE
LANDSCAPING BED OR CONTINUOUS LAYOUT
ROOT CROWN TO BE
AT FINISH GRADE OR
FINISH GRADE
1-2" ABOVE GRADE
�
2X WIDTH OF ROOTBALL
REMOVE BURLAP FROM
TOP THIRD OF ROOTBALL
3" SETTLED LAYER OF MULCH
(1-2" ABOVE ROOTBALL)
TILLED OR BROKEN UP
SOIL (MIN. 12" DEEP)
SHRUB PLANTING DETAIL
NTS
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DIMENSIONAL RELATIONSHIP TO PARKING STALL.
HANDICAPPED PARKING STALL
—FACE OF 6" CURB
AS DIM'D.
SITE
ON
PARKING STALL PAVEMENT MARKINGS (TYP.)
— 10.0 FT. WHEELCHAIR ACCESS AISLE/RAMP
0' 1 10
PLAN VIEW OF PARKING STALL(S) - SEE SITE PLAN FOR SITE SPECIFIC DIMENSIONS
VAN
ACCESSIBLE
RESERVED
PARKING
EDGE OF SIGN
MAXIMUM
PENALTY
$250
125 o-37.6 CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
VAN ACCESSIBLE HANDICAPPED PARKING,
WALKWAY & RELATED DETAILS
NTS
�2" TYPE SF 9.5A ASPHALT MIX
] 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 00000 0 0 0 0(
] o 0 0 0 0 0 0 0
0 0 0 0 0 00000000000 0 0<
] 0 0 0 0 0 0 0 0 0 0 0 0 O� 6" ABC STONE
]00000000000000000(
0000000000000000000000
] 0 0 00000 0 0 0 0 0 0 0 0
0 0 0 0 0 0(
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. 12" OFFSITE SELECT BORROW
(AS NECESSARY)
COMPACTED SUBGRADE
100% OF ASTM D698
LIGHT DUTY ASPHALT PAVEMENT
NTS
LEADER SHOULD NOT
BE CUT OR DAMAGED
PRUNE AS PER
HORTICULTURAL
PRACTICES
PREPARED
PLANTING SOIL
WOOD STAKE
ORIGINAL GRADE —�
TAMPED SETTING BED
NOTE
IF SHRUBS AND TREES ARE TO BE
COLLECTIVELY LOCATED WITHIN A LANDSCAPING
BED, OR IN A CONTINUOUS LAYOUT, WITH
SPACING LESS THAN OR EQUAL TO 6' O.C.,
MULCH SHALL COVER THE ENTIRETY OF THE
LANDSCAPING BED OR CONTINUOUS LAYOUT
TWO-PLY
REINFORCED
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RUBBER HOSE
WITH CABLE OR
TURN DOWN
GALVANIZED WIRE
TOP 1/3 OF
AT 12C INTERVALS
BURLAP
3"
MULCH LAYER
6' DIAMETER
/
EARTH SAUCER
TREE PLANTING DETAIL
NTS
CENTER LINE OFFSET DETAIL
�6"
10' SKIP LINES
WHITE
10' �4 /6
NO PARKING LINE �4 /8 *
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PARKING LINE �4"/6"*
2' MINI —SKIP LINES
WHITE T WHITE
CENTER LINE �4"/8"* 2' ��46"*
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STOP OR TRANSVERSE BAR 24"
*NOTE: WHERE TWO WIDTHS ARE INDICATED,
THE FIRST WIDTH APPLIES FOR A "NORMAL"
WIDTH LINE. THE SECOND WIDTH APPLIES
FOR A "WIDE" LINE. "WIDE" LINES ARE
WHITE REQUIRED WHEN DESIGNATED IN THE PLANS,
OR WHEN DIRECTED BY THE ENGINEER.
TYPICAL PAVEMENT STRIPING
NTS
JOINT
1/2"-
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NTS
PRECAST PARKING BLOCK
NTS
EDGES
SF 9.5A
ABC STONE
STRAIGHT ARROW
1— 20"
12" 64"
10'
4"
32"
RIGHT OR LEFT
TURN ARROW
�— 76"
36"
--{ 8"
I r 28"
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
100"
60"44"
14" 56" 324 24„ I12 12"
R=2COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW
12"
COMBINATION LEFT
AND RIGHT TURN ARROW
32"
Z- 4..
32"
76"
GENERAL NOTES
-ALL PAVEMENT MARKING SYMBOLS
SHALL BE WHITE IN COLOR
-PAVEMENT MARKING SYMBOLS SHALL
NOT BE LOCATED AS TO ENCROACH
INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE
PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED
ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE
ENGINEER.
TYPICAL PAVEMENT MARKINGS
PLACE A TOOLED CONTROL JOINT 1" DEEP WITH
1/8" RADII IN THE SIDEWALK AT t5' INTERVALS.
INTERVALS SHALL BE ADJUSTED AS NECESSARY
SUCH THAT NO SECTION IS MORE THAN 6' OR
LESS THAN 4'.
A 1/2" EXPANSION JOINT WILL BE REQUIRED AT
30'INTERVALS AND WHERE THE SIDEWALK JOINS
ANY RIGID STRUCTURE, INCLUDING BUILDINGS,
SIDEWALKS, STEPS, ETC.
4" THICK 3500 PSI CONCRETE SIDEWALK
(WIDTH PER PLANS)
SLOPE 1/4" PER FOOT
CONCRETE SIDEWALK DETAIL
NTS
TOP OF CURB WIPE DOWN CURB IN 12" TOP OF CURB ELEVATION
INDICATED ON GRADING PLAN
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NTS
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6" X 32" WIRE FENCE
CONSTRUCTION
1.
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2.
ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
FILTER FABRIC
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES
OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
BACKFILL TRENCH
AND COMPACT
3.
CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
THOROUGHLY
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET
FLOW
MINIMUM OVERLAP TO THE NEXT POST.
4.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT,
UPSLOPE
THEN THE FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC
ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND
A MINIMUM OF 24 INCHES.
0 8" MINIMUM
I
6.
EXTRA STRENGTH FILTER FABRIC PATH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. `MRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7.
EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8.
PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
TYPICAL DITCH OR SWALE
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
4 MINIMUM
STEEL POST -\
SILT FENCE DETAIL
hTS
NTS
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18"-24" HEIGHT
NOS
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GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" MARE FENCE
I I
18-24
i I i l I I
8" DOWN & 4"
FORWARD ALONG
`\\ _ THE TRENCH
`FILTER FABRIC
6
TOP OF DITCH BANK
CLASS B STONE
SECTION
LAYER OF #5
WASHED STONE
12" THICK
Top OF BANK
BOTTOM OF DITCH
PROFILE I CLASS 8 STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. NCDOT #57 WASHED STONE IS
RECOMMENDED.
GRAVEL FILTER - NCDOT
�#57 WASHED STONE
III —III— I
INLET WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL INLET PROTECTION
NTS
A. NCDOT CLASS 'A' STONE SHALL BE USED. STONE SHALL BE INSTALLED AT 6" MINIMUM DEPTH.
B. PAD SHALL BE MINIMUM OF 50' MIN. IN LENGTH. WITH SHALL BE 12' MINIMUM OR FULL WIDTH OF
DRIVEWAY, WHICHEVER IS GREATER.
C. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED.
D. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
E. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
F. AFTER EACH RAINFALL EVENT, INSPECT AND CLEAN AS NECESSARY.
G. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
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P�SO\C`\aG PO A
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND
LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS
AND HOW ZONES), AND SLOPES NO STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR
DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50' IN LENGTH,
FOR HIGH QUALITY WATER (HWQ) ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES.
THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING CONSTRUCTION AND SHALL CONTINUE WITH THE NECESSARY
MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL AND/OR
STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE RESPONSIBILITY
OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A GUIDE TO THE
CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND REGULATIONS CONCERNING
EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING STRUCTURES AND FACILITIES
FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ITEMS TO BE
PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, CATCH BASINS, NATURAL WATERWAYS,
DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEEDING MIXTURE
RATE (LB/ACRE
TALL FESCUE
80
PENSACOLA BAHIAGRASS
50
SERICEA LESPEDEZA
30
KOBE LESPEDEZA
10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2, ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SEEDING SCHEDULE
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH 3LADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTI- IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED. FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING & MULCHING
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