SW8120617_Approved Plans_20190319

' PER M.B. 56, PG: 160 -`j .E�,
� ? �. REVISIONS
i N�F NSF
NSF I 17,33' 1
" u� O.
VANGUARD VENTURES LLC CARDINAL DR -TRADE CTR COA INC PARKING EASEMENT IN FAVOR CARDINAL DR TRADE CTR' COA INC .o DO�Q Description By
ZONE: RB-REGIONAL BUSINESS i �'` ZONE: RB-REGIONAL BUSINESS OF 118-101 THRU 118-106 ZONE: RB-REGIONAL BUSINESS t t' UPDATEID EXIST.
CURB INLET � '� �-is-1aSW PIPE TO BE EJW
USINES jPER M.B. 56,'PG: 16O I � Pg
j USE: RETAIL AUTO'
TOP GRATE: 39.50' a USE:'.
SE: CONDOMINIUM COMMON AREA i USE: CONDOMINIUM COMMON' AREA SW PiPt}. AF3DED
PPROX. LOCATION „ ,
INV 6 CPP (E): 37.61 NOTE.
I OF EXIST. 10 _ SS „ SITE
INV 15 RCP (S): 36.65 'dam
I DROP INLET DROP INLET m . _
INV 15 RCP (N). 36.49
{ TOP GRATL 39.89 TOP GRATE: 38.86 tt 1
!NV 8 RCP: 37.56_, INV 12 RCP (N), 37.38 I ce
STORM MANHOLE I 15 SOUTHER BELL UTILITY EASEMENT I I
PER M.B. PC: 160 INV 15"RCP (S): 37.26'
w
RIM: 39.85 PPROX. LOCATION i
o INV 15"RCP °(E): 36.49' a I II ( I g 0
N F INV 15"RCP (S): 36,43' OF EXIST. 8 WATER DUMPSTER SHED
it I
INV 15RCP {N : 36.42 � �o° I CAR4UESPS REAL ST
'
AUTO PARTS
ESTATE LLC BUILDING „ 1
6 qk o g<' y i oA ` INV 18 RCP:. 38.13
G= a
!
NE. � o � II tt O K IN 15 RCP: 36.14 � � "�� ti
RB EGIO AL y { ?� �n41 I `- _' �- �°�'___- �• �____ ��°----- �-- ��.� : ..bTOP OF SLOPE e�
DROP �NLET E RlPRAP a CP® _ j( cP
00
CQ
1
i
BU INESS t ..� ,�. �• ;�.� S-25'1141- E 307.40 - RCP � 13"� r•,F Glit E�- -�-- ------ � '-^' _- ._.... _.,_ ___ ._._ ._...: _.::_:.-.,. _�, � o �; h
TOP RATE, 8.96 .® .".. ®. ... ...�,. :: .�. r� 25111 49 E.. 456.16 �- - _;___ £!P
• „ ' E! �o ....• f _" .".:,` h 0 `."C.". --'- - �, n - ..'�" ,"M --... ,.,aoem, ."Md +ww_ _
D
SE. IN 1 RC' {S}. 5.95 1 €�c r- eA ao - $t?Ti{3�t Of --'""` _J�� t------- - _ I _ LOCATION MAP
„ N j ® SLOPE _ .-�'T� '� t o __ - �._ - _ _ 3 r p NTS
R TAIL IN 1 RCP £ : 5,86' K� �/i °° �.• - R ®y 3Ar 1L ? 4�J MAPLI o�- ---�_ _ _ _ 1
{) s�= eA e�- oA I" ��� - �- V. „ �3''. :'� �3 R #tikAt'!:E CLUSTE}t; 'I4'PINE ao• I - 4___ _ _ _ fie-- a �® k , .3 NINE
U TO IN 1 T RC� (W): 5.69 I I ^� 14#AP�r rg. ao _ ti
! STORM MANHOLE 'P N 16 PINE � XIN'
JryII a �Ak2'PINFiiI IGRAVEL p�� �' RIM: 40.71' '�� ,,,...-t i .„ INV 18"RCP (S): 36.1I7 PI E
INV 24"RCP 36.57•
I o, !NV 12"RCP (E):36.52' 4 a ! ®gyp 0 12"PINE
o`'� I 4, h 19"P!N \ 1 P!N f s_ -4i - h
_ -_ '
II I "ELM �°- no' C ®h.C` �p 15"PINE
i � p. ..
l I DROPI INLET
Lei M ^ ;O , q� • Mh p. �p0 ; eA' ij\ , ®,30 ! ®� f ®��• �0 / ! �hq
I OPT RATE: 39:18' ,�.�
i 1 " P {w}:�;.24'
5.61'0.0 I - 12 OAK �h f 6"OAK 1fl"OA
! I 1 P (E}: I I wv . - .- - _. ,. � o• I \ 13"PI E f
404
12 PINE i h
w # " „ t M / o
I z( Bd I p 1 P1NE / m 1 .P 1 "P .' y�� �,.
ti 2 !NE 2 NE �ti
13"PINE
TOP TE 39.
l 1G X 1
I I w`1 i I I „ ! 13 PINE P!N£ co
INV 15 R (N): 36.42' \ r h 5'PINE
O I I rnCP {E}: 36.36' ,0' 11"PINE - - I12"P(N / a;
o
j C ! T INV 3 RCP (W): 36.12 ao� r - -- ' 7 ��`. �o
A 3 . 1 UNABLE T6 LOCATE '`- / r�` N/F
Jt END OF PIPE r „ / p �- TAYLOR ALEAN LIFE ESTATE
O \ ,/ p 7 PI / �ti• ( 14,PINE �
X3-PIE ,� 1 ZONE: RB- REGION AL BUSINESS
i USE: FAMILY RESIDENTIAL
ORM J C Ott BOX z I S1 1N 15 P �p5 ® i eti ; t ®° - 1 f }
T:. 01 I 1 II 14 PINE �� / e ,'� ®°�`' r o cn
I W! �. gyp. p0 i o w- p IN 15"RC I (S : .51' 1 }I r ( 4f} �° t I. -II
y C3 Cf� 5 12"PIN ~� �. -~ / �, ®®° i
1Nt� 15'RC (E 45' poi #i 3 ^o ap6 # © ® R R ® ; ®k- k �Q� ) ^o E' 4
IN 24'RC ( : 41' I ,
� ( �
-16 PINE
14 0
6
R 15 PINE
jjj7 I , �fl-. -T 8 �o•� ; Xd�:
E �•.�'®�QROP LET �9tiI �•7mo�t®.T P ATE: A6 I r o,�d ®°^ ��ti ��1`O �1ICD
!N 3 RCP: 7i' O E T h 13"P!
I v, a GRAVE P ho 0
Q�� 6 gyp, , .. ., •,�� ��., a L � .-<' � < �� � / ✓ \ � ®�.•
ONCRq 8L _ _ _ ' �o� / _ 14"P!N
l RETAINING WAL o 7{1 ----d' - e- r --_ _ __ _,_ . - - - - - _ ----5 -� _ _ � --_ _ _ _--...._ _ '` ®°
/ I( ~ ' p1 3G OAK 4a3I °� • - _ T _ _ _ - I _ _ - _ tr . _. - - `-vz -- _ _ - - - -
S ••r.. ° . I •�tj RO^•h�`^�r0 '"'-• ...•_... --.•.-......_
EE E TING OT ENTER I r � eA roA ��oA _
-
EXISTlNG _ _-- ----� _--- ._ -- - _ _ _ h10 -
O w- -- _ r - ----
i I# ✓ }
o, SS SS SS SS SS A°•off o �a t o•a
S
..a s _ �..s s......3........... ,
SS _�_ _, _. ---- _-- - �,_ _-�--_� __ -- 050 �} _652.09 4 ao - _ , "
}' _ __, _ ._-N25i `� _ __ _ __ ___ _-__ _ _ ___ _ _ _ ao® M?5`I-8 tV 105.12
%RAVE - - - �4 EIP
SE NC}Al.l. L DIVE - _ - - - -. _..: _ � _ � - _ - - -- - - - - - -
0 p1 - 1 g - _ _ __ __ -__ _ _ _- r v �q
o• - - _ p5 h a0• g O
EXiSiING ASP Ai_T AiSE CONCR TE ISLA # I ^� -d 10 ACCESS EASEMENT �s
o` '-~°-�.� e s =sue: .- Go - �eA I Ro. N 12 _
-W -"g o PER M.B 56, PG: 16O bo• eA .i -' ti y SD SD SD --g- SD SD Sa ��ESS EASEMENT ®aA
AND CURBIN TO I I �� �\ _ �� � 10 -- Ao o SD SD S Sp SD t�
#tn : _ ,�o -� �pP -- �� �. -' SDD SCE SD SD SD Sp SD PER `B. 56, PC. 160
BE REM I I -- -- - - _ _ - _ _ -a-- _ - -�,^- _ - -�.� _ _ ,.._- _ - - - so - _ _ z
-_- -w-_
I I �. p --�� k y----------_ _ ---- _ _ _�_ --- - - ------ ---w _ _ - r5U
--- CQ
CURB IN T r ®°A 5(7 �Qco
o
� ACCESS EASEMENT
I I r r .,,,_ -.• CURB INLET cn � J ..._.. _._. _ - .� _ ,,...,� � _ ._._...,_ ...._. _ ._.. � - _
TOP GRA 38.86' "r -- PER M.B:-56,'PG: 164
INV 15"RC : 37:13' TOP GRATE: 39.37 .--
APPROX. LOCATION -.' `� SO INV 15 RCP (N); 36,57 r --
I I OF EXIST. 8„ SS _- -- `" -- ,� 5D INV 15"RCP (S}: 36.35'
1 I # # EXISTING 15 RCP TO BE _--- - pper�► _
e a V1
EXIT. I I _ _ _ -- __ SD ._ _ - ,
PARTIALLY REMOVED.
`�STRiPi go
C I I I # NEW �MN T4 ®E 'INSTALLED. - ' As�t�� - _ -
-- \������ �� pEtiVA�E A64.--- �" N fl E-- -
1 I 111
I SEE SHEET C4. r - - �25��'�"�s, p� -- MITCHELL FAMILY LLC CARMAR PARK ASSOCIATION (HOA)
D ----- - `"" ZONE: RB-REGIONAL BUSINESS ZONE: RB-REGIONAL
I j DOP INLET ! / 0 -----" S f - r` USE: RETAIL AUTO USE: RETAIL AUTO
T P GRA 38.7 I I / S
I IN.,RCP (4): 34.9 '
1 /
�
SITE INVENTORY NOTES:
1. PREPARER OF THE PLAN: TRIPP ENGINEERING, P.C. • °
-�-� L)
CU v-i
For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
)proved Construction Plan
Name Date
Planning
Traffic
2. APPLICANT NAME: PARKWAY VOLVO
3. SITE ADDRESS OF THE. DEVELOPMENT:5820 MARKET ST.
4. PROPERTY OWNER WILMINGTON AUTO GROUP PROPERTIES, LLC
5. DEVELOPER: PARKWAY VOLVO
6. PROPERTY BOUNDARY: SEE PLAN
TAX PARCEL INFORMATION: R05010-001--CO3--000 j
7. PROPERTY ZONING: RB-REGIONAL BUSINESS
8. ADJACENT PROPERTY OWNER INFORMATION: SEE PLAN
9. VICINITY MAP. SEE PLAN I
10 TOPOGRAPHY SEE PLAN
INVENTORY OF TREES
TO BE REMOVED
TREE"
TYPE
TREE
SIZE
QUANTITY
PINE
12'
14
PINE
13"
5
PINE
14"
5
PINE
15"
3
PINE
#V
3
PINE
1fi"
3''
PINE
OAK
12"
2
OAK
10"
1
OAK
w
1
INVENTORY OF TREES TO BE
PRESERVED
TREE
TYPE.
TREE
SIZE
QUANTITY
TOTAL
DSH
PINE
le
1
-14
OAK
30"
1
30
OAK
V
1
6
MAPLE
14"
1
14
MAPLE
13'
1
13
MAPLE
1w
1
10
SWEET GUM
13"
1
26
CJ C�'J
€,
L too
0
# Ia
0
Q�r
01314
irLd
a�
0-
(
0 X 04
r
P. r
•
,�
'g
11 100-YEAR FLOOD BOUNDARY: N/A rn
12. EXISTING DITCHES, CREEKS AND STREAMS: SEE PLAN +'
ME
13. SOIL; Se; SEAGATE FINE _SAND
PROPERTY BOUNDARY
14♦ CAMA AEC: N/A
_ ...
EX#STING
TREE'
.....
`�� essI •
15. CAMA LAND CLASSIFICATION: URBAN
�-
j'
- ss
EXISTING
SEWER
= SEA
16. CONSERVATION RESOURCES: NONE
$
EXISTING
WATER
_ - :+ 17, :a=
w
ASSOCIATED SETBACKS: N/A
/
Er
SD
EXISTING..
STORM WATER
j •....•�
17. HISTORIC .OR `ARCHAEOLOGICAL SITE: N/A
/
I �" �.
52
'1
o '�
EXISTING
SPOT ELEVATION
,��� ``\�
f REDO ,.
��lliildil4tEt���
L
18. CEMETERIES, BURIAL SITES/GROUNDS: N/A�
ASPHALT TO BE REMOVED
DATE 01-23--19
crrY or?
19. FORESTED AREAS, HABITAT AND DOMINANT SPECIES: N/A
ESIGN PGT
2-71 X
x TO BE REMOVED AS NOT
j
20. WETLANDS: 0 WETLANDS EXIST T
N © E ON SITE
-DRAWN EJW
rlox�rx cAxoT.1N�
-
� Public Services • Engineering Division
A 21. PROTECTED SPECIES OR HABITAT: N
/
APPROVED STORMWATER MANAGEMENT PLAN
. i
22. EXISTING OR PROPOSED THOROUGHFARES, BIKE .ROUTES, PEDESTRIAN
BAR SCALD` 1 =30
SIDEWALKS OR TRAILS AND TRANSIT FACIL#TIES: SEE SITE PLAN
Date: __ Permit
i
Signed.__----
30' 15'
0' 30' 60, 9�°
SHEET _1 OF 6

N F ,
I
I
SPS REAL PROPOSED 5 I 50 ACCESS EASEMENT }.-•
ESTATE CONCRETE NCOOT I --
TE LLC PER M.B. 56, PG, 160
t }
ZONE: SIDEWALK } I Q
AS PER NOOT N N F -
I
PROJECT N ;
I u,
RB R G
GT o.
E IONA I
L � VANGUARD VEN TURES LLC CARDINAL DR TRADE CTR COA INC
U-a9a2C D stIEET 6 , } I m
BUSI ESS -
} Zb�IE. RB REG(OtdAL BUSINESS 50 TEMPORARY: GRAVELED ` ZONE: RB--REGIONAL BUSINESS
U E. } U } SE. RETAIL" AUTO I } }, CONSTRUCTION ENTRANCE USE: CONDOMINIUM COMMON AREA
REtAIC
I
AUTO
I } }
u
I f }
]
} 15 SOUTHERN BELL UTILITY EASEMENT
} }
} } PER. M.B. 56, PG. 160
}
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} I
}
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UUMPSTER SHED }
I
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II II CrE CAR4UE5 AUTO ARTS
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STATIONS I S .� i
d-
t� I I I I � � I _ _ li . � � � . I /� . 1 � a n
REVISIONS
`%A O• Description By
} .o Date
t.
N F` 5
PARKING EASEMENT INFAVOR} CARDINAL DR TRADE CTR COA INC
OF 118-101 THRU 118--106 _ ZONE: RB—REGIONAL BUSINESS
PER M.B..56, PG: 166 } USE: CONDOMINIUM COMMON AREA SITE
}
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I _ F
QS
0
0
LOCATION MAP
s 25 Ss E 5O �- 6 _
P
NTS
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I _
}
}
e
! BICYCLEI oci »
SPACES
} I I Inc RAMP W ACIILE
y
r>
�+ WARNING MAT
,
`
}I I
PROPOtED
-- N FBUi.�1.0 G
TAYEOR ALEAN LIFE
ESTATEffE..CONN f��� ZONE. RB—REGIONAL BUSINESS S
_A*_�
BICYCLE PARKING SPACES) -/.t :y•_
.
L USE. FAMILY RESIDENTIAL
KV,t,-
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y
} I � ► � Qp /� } .r.�;-.ram.: , ,� ., �f s �•�,, �--Y
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I 50 ACCESS EASEMENT
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SD SD �: � � - ...... __.....,,.._.. �..� �. r�'=3 `tr�.,.$''i>">""`S' X10 '41"` s . , � =: S^,'s'F"y -.
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TAININwAil q� , . --• _ � ...._ ..._ ._ _.: _,.. _ WIMY -
OOM
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G CUT X —� _. _ � — _ ___ 1 __ _ _— N--_.-.... — — _ � _ _ _ _ —_ _ -----------..,, ----._..._..._ ---- — — —
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AISED NCRE (SCAN — —, — — _ , — -- — -- --- 1 O' CCESS EASEMENT b — _
}_
i . - SD SD
PER I.B.56, PG_ 160 , � ,.-• ...-• -"" SD S SD SD SD _ _r_ D .+ 12 ESS ER�EIdIrNT
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PRa,tl*C 'No. f ^' - SD .- _ _ _ — _ — _ — - — — — — — — — — — — - ._... -- _ —IMP
50' ACCESS EASEMENT
U-490 /a SHE T 6 I % I -- SD r PER M.B. 56, PG: 160
_ I j 2Wx74Y SITE 50' TEMPORARY GRAVELED -- SO
}
} } ! DISTANCE TRIANGLE CONSTRUCTION ENTRANCE' J J I jJ S�
p o
} r - 1ta� ti w — - "N%F N/F r
G, 16b ; --
6, _- _- MITCHELL FAMILY LLC CARMAR PARK I ER R ASSOCIATION {HOA}
�
_ ._--- FRR�24Et URB AND ZONE: RB-REGIONAL BUSINESS ZONE; RB-R I
SD - -` BUTTER TO MATCH
EG ONAL BUSINESS °
r USE: RETAIL AUTO 50' TEMPORARY GRAVELED USE: RETAIL AUTO
S I�XISTING ASPHALT GRADE w
CONSTRUCTION ENTRANCE
i
0
[sq'4
I Y
EXISTING ON -SITE IMPERVIOU$ AREAS:
EXISTING -BUILDINGS
EXISTING ASPHALT 48,507 SF
EXISTING CONCRETE
TOTAL EXISTING IMPERVIOUS 4REA 48,507 SF (32%)
EXISTING ONSITE IMPERVIOUS TIT? BE REMOVED-48,507 SF
PROPOSED ONSiTE iMPERVIOU� AREAS:
PROPOSED BUILDING 17,265 SF
PROPOSED ASPHALT 73,669 SF
PROPOSED CONCRETE 1,369 SF
TOTAL PROPOSED IMPERVIOUS AREA 92,303 SF (60.95%)
EXISTING IMPERVIOUS TO RENW4 0 SF
TRUE 22,094 S.F 160%I0 'PERVIOUS SF
FUTUARID
17,00SF
PROPOSED+EXISTING IMPERVIOUS 109,311 SF (72.2%)
INGREQUIRED: (AUTOMOBILE DEALER) 17.265 SF
MAXIMUM:53
MINIMUM: 1/500 SF (17,26�/500) 35
TOTAL PARKING PROVIDED: j 239
I
CAMA LAND USE: I URBAN
PUBLIC WATER AND SEWER 13l CFPUA
EXISTING WATER FLOW: 0 GPD
EXISTING SEWER FLOW. 0 GPD
PROPOSED WATER FLOW: i 600 GPD
PROPOSED SEWER FLOW: j 500 GPD
I
HANDICAP SPACES REQUIRED 1 PROPOSED
i1-25 SPACES= 1 MANDICAVI SPACE)
5 SPACES/25-1,4 I 2 14ANDICAP SPACES
BICYCLE PARKING REQUIRED: K35 PARKS) 10 SPACES
BICYCLE PARKING PROPOSED:: 10 SPACES
I
..
cd
V
0
{e�.�-/,�I�
1 C V M
4 CD
z co cod
`-4
a
CiJ Maz
Fw
0 ,P �' �
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4=1
w
LEG
4�rg
PROPERTY BOUNDARY
tha
EXISTING TREE TO BE REMOVED
TREE PROTECTION
C'IIr,�jf�//
;-;
TRUE GRID
: Q>~ss�
SEAL
REQUIRED PARKING
v
17374 .=
ss
SEWER
- W
WATER
.........
GREG4R`>>�
SD
STORM WATER-
'j�lJtLLIl�ti�`
-WAM ; .1° .
LIMITS OF DISTURBANCE
DATE 01-23--19
x TSF
TEMPORARY SILT FENCE
DESIGN PGT
DRAWN EJW
BAR SCALE 1 „ 30'
30, 15, o' 300 60, 917• SHEET 2 OF 6

PROPOSED 5' REVISIONS
NCDOT M DOt� Descriiption' By
COA"Sa' :E9RDNECWDA0LTK N/F N/F N/F COW COMMENTS
. I' I IQ R CO INC CARDINAL DR TRADE CTR COA INC -1 112 EJW
PROJECT NO. VANGUARD VENTURES LLC CARDINAL DR TRADE CT- A
U-4902C/D SHEET 6 -REGIONAL BUSINESS ZONE: RB-REGIONAL BUSINESS ZONE: RB-REGIONAL BUSINESS ADDED FIRE LINE, EJW
ZONE: RB CURB INLET 50' TEMPORARY GRAVELED -19-19 CONCRETE COLILAR
USE: RETAIL AUTO TOP GRATE: 39.50' CONSTRUCTION ENTRANCE USE� CONDOMINIUM COMMON, AREA USE: CONDOMINIUM COMMON AREA SITE UPDATE SW
INV 6"CPP (E): 37.61'
INV 15*RCP (S): 36.65" ADDED SW IN EJW
DROP INLET DROP INLET ATCH EYJST. ASPHALT -21-19 ISLAND
38.86' INV 15"RCP (N): 36�.49' SHIFTED LOD AND
TOP GRATL 39.89' TOP GRATE. GRADE 40.5* -2 EJW
INV 8"RCP: 37,56' -F INV. 12'RCP (N): 37.38' EBUIL6/REPLACE DOS 1. 19 SW PIPE
UPDATED SW PiPE
STORP MANqOLE. INV 15 RCP (S): 37.26' CURB. 119LU TO -12-19 EJW
I CI No. 5A CI No. 5 C1 No 6
f!M: 3.� .85r ACCOMMODATE CURB LIN
N RIM 39.8 RIM 39.5 RIM k5
PS RE L N1 15"RCP (E)- 3E 49' CI No. 1 MATCH EYJST.'RIMIIAND' C1 No. 9
N) 15"RCP I�S)* A43' DUMPSTER SHED INV 37.1 INV 3700 INV, 36-85
TE LC FUTURE.NCDOT RIM 30.5 IN RIM 39.5
N\ 15-RCP I(N); 34.42' INV 37.25 CARQUEST 'AUTO PARTS INV 37.0
ONE- INLETS (TYP) BUILDING 4 J
R� -REGIO AL V 18"kop: 3 13,
INV 15"RCP: 36.14' L cr_ .. - 4
P,
IUSINEk 4�- A-Aw 1 0 -A- )A TOP LOCATION MAP
OF, SLOPE
PROP IqLET
USE: RCR NITS
RIPRAP J 15�pfl I
E.1P
T@P CR E _MUQL_ (_Ii 4 6'
RETAILI or-
N� I T'RCP �S): 34.6V T1W rrom
AUTOI X
TSF 3
4� I RCP kW): 3169' v,
N T .4 � ­1
WRCP l(E)- 35 86' T TS
P
CI I No. 12 . V �315)
OW-
RI,y 395
INV, 07.40 No. 10
15" INE
17� RIM 39.6
I I FT
IW 36.85-
GIIATE:.. AW
lop
7
IN I "RCP (W): $.61: K 10"OA 1 r� RCP
_10- 'w I I . 18"PINE
IN 15"RCPI E): 1.24
I� E
rAt-AR
.............
3'xlWAe CONCRETE QA.LAR 12"PINE
k442� ---- --
12" INV 37.5 _ I �,� 1 1 (432
:U It, 40,*5
................
CURB INI ET ep
............. .... PROPOSED INV 15"RCP (N): 36.42'
...... .........
11"PIN^
TiMPORANY TOP GRATE: 39.66'
I INL1JT N�w N/F
......... B ING INV 24"RCP- (E): 36.36' 1� I I E-4
40.
ROT�ClIqN CM
INV.30"RCP (W): 36.12'
...... ...... UNABLE T6 ZONE: RB-REO )NAL BUSINE S
CI 00J_ in z
USE: FAMILY RESIDENTIAL
8END OF PIP R 0
CONVERT
z
DOST CURB INLET IN .70
8r C-900 PVC 60' C.O. 0 > z
TO SDMH RIM
STORM U GfN BbX I I _ ---- 4eF'
ROOF DRAIN COLLECTOR Z
0 F MATCH ALL - INVERTS (TYP)
..............
5 pf 4i�- 0
(S 3 6�X C.O. (TYP) C-900 PVC z
V 15"f
ROOF DR
0 E-4
V 15"F ' P 'E i: 3 5: M 8* INV 37.0 ft AIN COLLECTOR IP w 0
1 35.41
(442) 1
P-4 Z
w lop ij�i E E
a �- 11 )1- -
'P
6 z
RECEMW P4 �
SEWIM
ROP INLET V 15"R( 01 > 0
4TE: 39116'--' �01 <
P GR
L _40- P11
(220)'
CR _AAL * ,
I 159CP: 35171' 18ORCP 3D D 51 40'
14 -t- 1 9 �t I> _1\ I-T4
00
TAININ13 WALL
'0
A
x1 T1 G
UN-01T VTER' N
+
Z
EXISTWG CUT 'X
C-1 - - - - - - - - - - - - - - - - - - - - - - - - - -
TE _\ � 7
IN! CONCR. -rsmw -'s IN- z
J__ P E
251 EIP
MH No. 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 251308, w 105AZ - - - - - -
1-.4 77 WL WRVE - - - - - - - - - - -
LSDMH Nc SDMH No.5 DMH NO.O�
I A18ED C AN R I M 41'. 2.* RIM -40.5*1
SD qSD SD� SD SD SD SD SD sw, SD SD
V 114W.�56,53 JP - SD 4 w
!NV-M.42 INV 36. SOr - SID - SD SD - D' S 06 E­4
RX Z;z I co
---imi No. 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
--- - - - - - - - - - - - - - - - -
L0
-01T
IMPROVEM NTS Cr
F RE N, ,, (1 7
L RIIW 3915 CURB INLET IN i4.40 I RIM 39.5 CI No. 11
A; PER N1 DOT INVI 36. A SW INV 36.51 CURB INLET I - - - - - - - - - - - - - - - - - - - - - - - - - - - z
PROJEC No. TOP GRATE: 38,86' INV 420-
U-4902 0/1) SHE ;_.T 6 D .11 INV ?5"RCP: 37,13' TOP GRATE: 39.3
81* INV 36*5 INV 15'RCP (N): 3 57'_ INV 36.70 EMST. 36" POND INLET PIPING C13
39. 50' TEMPORARY GRAVELED a No. 12 ga
'6
C)
R M /TEMPORARY CONSTRUCTION ENTRANCE 112* INV 31,t5 so INV 15"RCP (S): 36. E)OST. SDMH 2 CI No.B
IN 36.d3 LOCATION RIM 39.8 RIM 39.5 EXJST. 36* POND OUTFALL
INLET (REBUILD E)0ST_._S`INUC7URE) RELD VERIFY
TIE I T 15" RdP PROTECTION AND INVERT' INV 36.05 IN . V 36.6 E
so N/F N/F P.40Q
so RIM 41.ft MATCH EX1STING 3W RCP I. TION (HOA)
MITCHELL FAMILY LLC CARMAR PARK ASSOCIA
SID PROROSElY -W-RCAND ZO E: RB-REGIONAL BUSINESS INV 35.75 EYJST. SDMH 3
ZONE: RB-REGIONAL BUSINESS
SID _�__GUTTER TO MATCH USE: RETAIL AUTO FIELD VERIFY LOCATION I
P INLE 50' TEMPORARY GRAVELED USE: RETAIL -AUTO
DR so TING ASPHALT -GRADE AND INVERT
TofiNi GR 38.70 EXIS CONSTRUCTION EITRANCE Ea
RIM 41.0.+
N 24�' CP (E 34.96 rl APPR6XIMATE LOCATION OF EXIST 30" STORMDRAI .5.35
INV 3
co
Rl'
M
INV I
CON
A'
U-4902
RE�
+L
TT S E V 5'
T If LC
ONE
IN 3 25 CARIIEST A T
BUILD'IN
RE AL
U� N� S
P.
CQ
0
For each open utility cut
of
City streets, a $325
. permit
sholl be required from the
City prior to occupancy
and/or project
acceptance.
A proved Con8truction Plan
Nam Date
Planning
Traffic
Fire
Public SerAces e Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit
Signed:
SITE QATA-
PROPERTY OWNER WILMINGTON AUTO GROUP PROPERTIES LLC
PROJECT'ADDRESS
5820 MARKET ST
PIN' NUMBER
R05010-001-003-000
AREA NOT IN AFEMA 100-YEAR FLOOD ZONE.
ZONING DISTRICT
RB-REGIONAL BUSINESS
DISTURBED AREA-
3.47 A�.
SETBACKS REQUIRED
FIRONT-. 25'
REAR. 15'
INTER109 -SIDE. 0'
CORNER LOT SIDE. 25'
PROP08ED BUILDING SETBACKS
FRONT- 101'
REAR: 464'
SIDE: 42'
CORNER LOT SIDE' N/A
TRACT AREA
151,429 SIF (3.41 AC)
BUILDING USE
AUTOMOBILE DEALER
BUILDING TYPE
IIB
PROPOSED BUILDING AREA (GROSS)
17,500 SF
BUILDING LOT COVERAGE (15,850,f151,429)
10%
NUMBER OF UNITS
1
NUMBER OF BUILDINGS
1
BUILDING, HEIGHT
NUMBER OF' STORIES
2
SF PER FLOOR IST FLOOR (GROSS)
15,850 SF
SIF PER FLOOR 2ND fLOOR (GROSS)
1,650 SIF
EXISTING ON-SITIE IMPERVIOUS AREAS:
EXISTING BUILDINGS
EXISTING ASPHALT 48,507 SF
EXISTING CONCRETE
TOTAL EXISTING IMPERVIOUS AREA 48,507 SF (.32%)
EXISTING ONSffE IMPERVIOUS TO BE REMOVED -48,507 SIF
PROPOSED ONSITEAMPERVIOUS AREAS:
PROPOSED BUILDING
.17S265 SF
PROPOSED ASPHALT
7 , 669 SF
PROPOSED CONCRETE
1,369 SF
TOTAL PROPOSED IMPERVIOUS AREA
92,303 SIF (60.95%)
EMSTING IMPERVIOUS TO REMAIN
0 SF
TRUE GRID 22,094 S.F 1007. PERVIOUS
O�SF
FUTURE
17,008 SF
PROPOSED+EXISTING IMPERVIOUS
109,311 SF (72.2%)
PARKING REQUIRED: (AUTOMOBILE DEALER)
17,265 SIF
MAXIMUIM- -
53
MINIMUM: 1/500 SIF (17,265/500)
35
TOTAL PARKING PROVIDED: 231
CAMA LAND USE- URBAN
PUBLIC WATER AND SEWER BY CFPUA
EXISTING WATER FLOW.
0 GPD
EXISTING SEWER FLOW.
0 GPD
PROPOSED WATER FLOW.
600 GIRD
PROPOSED SEWER FLOW.
5W GPD
HANDICAP SPACES REQUIRED
PROPOSED
�1�-25'SPACES= I HANDICAP SPACE)
BACSES/25=1.4
2 HANDICAP SPACES,
BICYCLE PARKING REQUIRED: (35 PARKS)
10-SPACES
BICYCIF PARKING PROPOSED:
10 SPACES
NQ=
ZONING
1) TOPOGRAPHY AND TREE SURVEY COMPLETED BY ATLANTIC COAST SURVEY. Pu_C.
2) PERMITTING OF BUSINESS 061171[17ICAtION SIGNAGE IS A SEPARATE PROCESS. CITY OF, WILMINGTON WILL NOT ALLOW
OBSTRUCTIONS WITHIK THE RIGHT-OF-WAY.
JCONTRACTOR SHALL FIELD VERIFY SIZE, MATERIAL, INVERTS AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION
3 PROPOSED CONNECTIONS.
4) EXISTING EASEMENTS AS SHOWN
5) CONTRACTOR SHALL MAINTAIN ALL-WEATHER -ACCESS FOR EMERGENCY VEHICLES, AT ALL TIMES DURING CONSTRUCTION.
6) UNDERGROUND FIRE UNE(S) MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON FIRE DEPARTME14T FROM THE PUBLIC
RIGHT-OF-WAY TO THE BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENT DIVISION'OF FIRE AND LIFE SAFETY AT
910-341-0696.
7) A UTILITY CUT 'PERMIT It REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT (910)341-SM FOR MORE DETAILS.
IN CERTAIN CASES AN ENTIRE RESURFACING OF THE ARE BEING OPEN CUT MAY BE REQUIRED.
8) A LANDSCAPING PLAN INDICATING THE LOCATION or REQUIRED sTREET'TREEs SHALL BE SUBMITTED TO THE CITY OF
WILMINGTON TRAFFIC ENGINEERING DIVISION AND �PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
THE REOORDING� OF THE FINAL PLAT. (SID 15-14 CofW TECH STIDS)
SQUO waz
1) SITE TO USE ON -SITE DUMPSTER.
TRAFFIC
1) ALL PAVEMENT MARKINGS IN PUBUC RIGHTS -OF -WAY AND FOR DRIVIEVAYS ARE TO BE THERMOPLASTIC AND MEET CITY
AND/OR NODOT STANDARDS. (DETAIL SD-13 CofW TECH STDS)
2) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET murcD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEmCEs) STANDARDS. (DETAIL SD-13 CofW TECH SIDS)
3) CONTACT TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNALS FACILITIES AND EQUIPMENT ARE SHOWN
ON THE PLAN.
4 CALL TRAFFIC ENGINEMG AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVA71ON IN THE RIGHT-OF-WAY.
51 ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED.
6 CONTACT TRAFFIC ENGINEERING AT 741-7888 TO DISCUSS STREET LIGHTING OPTIONS.-
7 ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT--OF-WAY ARE TO -BE MAINTAINED BY THE PROPERTY OWNER IN
ACCORDANCE WITH MUTCD STANDARDS.
8) NO ROWS TO BE CLOSED.
9) NO STREETS PROPOSED.
10
1� NO OFF SITE PARKING PROPOSED.
I No PROPOSED DRIVEWAY.,
12
131 TRA NGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING.
ALL7gU
I
ING STALL MARKINGS AND'.LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE
4
14 STOP SIGNS AND STREET.SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.
15) TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
Is) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT 341-58M FOR MORE DETAILS..
IN CERTAIN CASES AN EN71RE RESURFACING OF THE AREA BEING'OPEN CUT MAY BE REQUIRED.
17) A NDS ING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF
WILM g
IN ON MM ENGINEERING DMSION AND PARKSAND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO
T14E RECORDING OF THETINAL PLAT. (SD 15-14 CofW TECH STDS)
FIRE AND LIEE
1) CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION
2) NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO�COMRUSTIBLE MATERIALS DELIVERED TO THE JOB SITE
3) HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL UlSt)
4) FDC. MUST, BE WITHIN 40- OF FIRE APPARATUS PLACEMENT
5) LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE 'THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAJNTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC
6) ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES
CONCERNING THE PROJECT.
7) PRIVATE UNDERGROUND FIRE UNES REQUIRE A SEPARATE UNDERGROUND FIRE UNE PERMIT FROM THE WILMINGTON FIRE AND
LIFE SAFETY DIVISION 910-34.3-0096
8) ALL ISOLATION VALVES WITHIN THE -HOT BOrSHALL BE ELECTRICALLY SUPERVISED ' PLEASE WORK CLOSELY WITH YOUR FIRE
SPRINKLER AND ALARM INSTALLER IN REGARDS TO'RUNNING WIRE FOR TAMPER SWff,�H.
9) DUE TO THE SIZE OF THE BUILDING AND TYPE OF CONSTRUCTION AN 800mhz RADIO SIGNAL SITE TEST MUST BE
PREFORMED TO,DETERMINE IF A RADIO AMPLIFIER IS NEEDED PER THE 2618 NC FIRE CODE SEC71ON 510. PLEASE WORK
CLOSELY WITH YOUR ARCHITECT AND DESIGN . TEAM TO ENSURE THERE IS ADE"TE RADIO POVERAGE. INSIDE THE BUILDING(S).
N=.- =NrDl
LMD=MN
1) PRIOR TO ANY CLEARING. GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND
Q
0 co
V­q C�o
LID ko
PROTECTED TREES OR GROVE$ OF TREES AND NO CONSTRUC71ON WORKERS, TOOLS. MATERIALS. OR VEHICLES ARE PERMITTED
6
WITHIN THE TREEPROTECTION FENCING. �
0
2) ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARPUCADED WITH FENCING AND PROTECTED
z
in
THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING +OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.
3) kO* EQU[IPMEbtf ALLOWED
0 0 wz-
- IS ON SITE. UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND APPROVED.
r-wi-
PROTECTIVE* FENCING IS To BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTORS SHALL RECEIVE
INSTRUCTIONS ON TREE PROTECTION METHODS.
w
;OK 4
,ADEQUATE
4) ALL PROPOSED VEGETATION
0
0
WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 3w_1w.
ozo,
W
CFPUA
0) O-Z
1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) DETAILS AND SPECIFICATIONS.
2=FUI SHALL MPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE
R JTIL. X11EQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL'
3) IF THE
10�
.4
=NTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE, FOR THIS SERVICE AND
0 >4
MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) SACKFLOW PREVENTION DEVICE'ON THE WIELOPERS SIDE OF THE WATER
z @
METER BOX- -
4) ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL COMPLY WITH THE CFPU,9S CONNECTION CONTROL REGULATION.
E­4
�T.
CALL 332-6419 FOR INFORMATION.
5) ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON THE LIST OFAPPROVED DEVICES FOR
USCFCCCHR ORASSE.
9 w 9-7 g
6) PUBLIC WATER AND SEWER EXIST ON MARKET SIREff.
9ZOCT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 PRIOR TO DOING ANY DIGGM, CLEARING OR
0
P a 114AR 13 2 19
8) ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN AND FREEZER SENSOR.
40
U-J
&W R TO'FIELD VERIFY EXISTING WATER AND SEWER SERVICE LOCATIONS, SIZES AND MATERIALS PRIOR TO.
=2
C ENGINEER TO BE NOTIFIED OF ANY CONFLICTS.
DRAINAQE
1) SITE 'TO DRAIN TO A PERMITTED OFFS]TE STORMWATER POND. NCDEQ PERMIT No. SW8 000647 & SW8 120617 CITY �017
WILMINGTON PERmrr No. 2004022 & '2012023
LEGE
'PROPERTY BOUNDARY
EXISTING TREE TO BE REMOVED
x
S E A L
TREE PROTECTION
71�_ 172574
ss SEWER
w WATER
SD PROPOSED STORM WATER
-,C,3 EXISTING SPOT ELEVATION r`DATE 01-23-19
DESIGN PGT
DRAWN EJW
Elm low,%A A
BAR SCALE I
DATE, PRINTED
MAR 2 2019 Jrof 15* OP .30* 160, 1.- SHEET 4 OF 6
17.069'

8TXPLffe
peft!vo-'
.94.
SEC 110N A -A
11
10-.1114T MATM%L awKLErrIeRs
ROITTOWALE
K A G 0 L'i e CO
It N
OMCR7 LAG WN1 M-115
920TION fit � cl
----w M),
%mum
I I kVQ;I4011 I
.141-Y TO iw"E
WOODnIl
C
VZMALSTA,*�S T T
w �Vow MIST
L
;1�119VASFIIIITaT
lz-zz
3
A
> A
Jj__
NI
J�A
>
VAmJ56
L or
q'
TYPE "SELOW 03 RADE'
= E-
STAPLE
NOT To SWLE
TYPE �ABOVE GRADE� WT4 VMA�! 8& ES
NOT TO OqALa
WAWA
__0 M2RO UOR
NOTE
1. WIVIAL LAY= -110 Lk! r1_oq5RA%aD IN XKE 7&LD,
2. A Cq=rwM11: wAsmur iwe" 84*-1;.
YAR=-
01yr-)
a. M A�WVLs U SP-0 TO =�T IM M P-14 kAw co 901le VE
IWAS11-1 V T r,4;wlj 1r.50 WAJ. 0-t MOACY =_ F q0M _Mf! j�zqz_
OF T�-_WLIQK fiAM iR� ftI1_-,0LM
WAIIIRDIJTFA�,
STAM170TOIMMETR
PLAN I
'10 F1107,11ir 13r.111w TYPE"ASMIE GROUND'
WTHNVOOD PLANKS
M IINTENANCE
1. CONCRETE. WASHOUTS SHOULD BE
INSPECTED DAILY AND AFTER HEAVY RAINS.
DAMAGES SHOULD BE REPAIRED PROMPTLY.
IF FILLED TO -BE OVER 75% CAPACITY WITH
RAIN WATER IT SHOULD BE VACUUMED OR
BUILDING WASTE HANDLING
ALLOWED TO EVAPORATE TO AVOID
1. NO PAINT OR LIQUID WASTES IN STREAMS OR STORM DRAINS.
OVERFLOWS. BEFORE HEAVY RAINS THE
2. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER
WASTES MUST
CONTAINERS LIQUID LEVEL SHOULD BE
BE LOCATED 50' FROM STORM DRAINS,AND STREAMS UNLESS NO
REASONABLE
.LOWERED OR THE CONTAINER COVERED TO
ALTERNATIVES AVAILABLE.
AV61D AN OVERFLOW DURING RAIN. WHEN
3. EARTHEN -MATERIALS STOCKPILES MUST BE LOCATED 50' FROM
STORM DRAINS
SOLIDS HAVE HARDENED THEY SHOULD BE
AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
REMOVED AND RECYCLED.
4. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS OR BUFFERS.
QONCR.ETE WASHOU D
J
INSPECTIONS
1. SAME WEEKLY INSPECTION REQUIREMENTS.
NTS
2. SAME RAIN* GAUGE AND INSPECTIONS AFTER 0.5" RAIN EVENT.
3. INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS
HOURS".
hIE12ES QfRj2UND SITE W
ORK NOTES
1 THE CONTRACTOR SHALI VISIT THE SITE AND BECOME FAMILIARIZED WITH REVISIONS
SITE� AREA
ST'8 *no"
STAMLIZAT11ON
DESCMVWN
MMS&
TRAYME
Mum
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
ANP�.SLOPES,
HIGH QUALITY
7 DAYS
NONE
WArER (HQW)
ZONES"
-SLOPES
7 DAYS
IF SLOPES ARE 10' OR
STEEPER
LESS IN LENGTH AND
THAN 3:1
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE
AA I 0wFr)
SLOPES 3:1
14 DAYS
7 DAYS FOR SLOPES
OR
GREATER THAN 50 FEET
ELAIIER
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH, SLOPES
PERIMETERS AND
FLATTER THAN 4.11
HOW ZONES)
EXISTING CONDITIONS E30TH ON AND IMMEDIATELY ADJACENT TO THE SITE. -Description By
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREE$ AND VEGETATION WITHIN
LIMITS OF CONSTRUCTION- UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS,
STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE,
ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF
CONSTRUCTION. i
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR
GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT 'THE GRADING PLAN MAY NOT',
REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO
SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN
OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
. ANY
ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING: ANY
EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN
PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE L
PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10
4. INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS
DAYS PRIOR TO EXCAVATING.
2- TYPE SF 9.5A (NCDOT)
UNLESS A SITE-SPECinC EXEMPTION IS APPROVED.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
ABC STONE (NCDOT)
5. RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
IEMPORW iMDING SKCFMTM
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
/-8"
6. ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
SEEDING wruRE
APPROPRIATE PERSONNEL
CONDITIONS.
=E5 I .
11. EXISTING SURVEYING PERFORMED BY ATLANTIC COAST SURVEY, PLLC AND
min 120
SUPPLIED BY THE OWNER.
Aymo, ozo a in
6
12. THE CONTRACTOR � SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE.
IT
SEDIMENT BASINS
LA71E VANTER &
MY SPRM
ard I plain,
Korean In Mountains 50
FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR
1. OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS
Omit annual lospedezo when
QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
DRAINAGE AREA IS LESS THAN "I ACRE.
duration of temporary cover is not
to extend June.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED; TO
2. USE ONLY DWO-APPROVED FLOCCULENTS.
2%ond
C-ermon 40
CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC
In the Piedmont and mountains, a
UTILITY MAINS SHALL BE INSTALLED, WITH A MINIMUM OF 36" COVER
NOTE:
PAVEMENT SEC11ON MAY'VARY
emall-sternmed sundan? raw may be
AT FINAL GRADE.
DEPENDING UPON FIELD CONDITIONS.
NPIDES-SPECIFIC PLAN SHEETS NOTES
substituted at, a rate 6 50 1 f/,aicre
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND
CONTRACTOR SHALL COORDINATE
1. THIS PACE IS SUBMITTED TO COMPLY WITH NPIDES GENERAL STORMWATER
FALL
German Millot 40
STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE
w/OWNER & GEOTECHNICAL
PERMIT NCGO10000.
THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES
SEEM
Mourftift - Above 25M ft. Feb. I is
REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE- SHALL CONFORM TO NCDOT STANDARDS
0
OF WILMIN"TO'k it
C I-T
GENERAL STORMWATER PERMIT NCGO1 0000 ONLY.
3. THIS PACE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY
LA7E WOM
MY SPRM
lWow 25W ft: Feb. I%rl
Plaftord - �km. I -May 1
Coo" ftin - Dec. 1-Apr. 15
INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE
BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE
N_
PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000.
PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO.WAY
PAVEME!"N'T
SECTION
4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS
AND IT IS NOT A PART OF THE APPROVED PLANS FOR THE PURPOSES OF
summot
M4*Untt*M - May 15--AW is
FW&"Wt
:;Au 6
Coastal Pla­in�W-A . IVAuq is
TRAFFIC.
17.-ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR
SHALL REPORT ANY DISCREPANCIES, TO THE ENGINEER PRIOR TO INSTALLATION.
NTS X
ENFORCEMENT ACTION UNDER THE.POUNTY CODE.
FALL
Mountams - An i5-pw.is
ConW Plain and PW=fft - Aug 16-Dec 30
ALL AREAS SHALL 'BE SLOPED TO DRAIN AWAY FROM BUILDINGS ATALL TIMES.
z
0
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER
M
SOIL AMENDM
GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
PA Z
M
FOLLOW RECOMMENDATIONS Of SOIL TEM OR APPLY 2.00D
REQUIREMENTS.
0
LF/AM GROUND AGRICULTURAL LIMESTONE AND 750
19. USE WHITE LANE MARKING PAINT FORALL PAVEMENT MARKINGS. PAINT
E-4
0 0
NECESSARY PLANTINGS TO BE 'SHOWN ON LANDSCAPE PLAN
LB/ACRE 10-10-10 FERTILIZER.
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III. FACTORY
go
I
KAIYPn nHirV nPVIKIf_' h1f)hl QI9717r)IkIP_ DC7MMITIM7 KIATC'DIAI 1AAV DC'AN!"IM AT
2"X6" CAP ENCLOSURE GATES OWNER'S OPTION FOR NIGHT REFLECTING.
0< 4"X4" POSTS APPLY 4,000 LEI/ACRE SMAW. ANCHOR SIRAW BY TACKING 0-4
W/CROSS-BRACING WITH ASPHALT, NETMG, OR A MULCH ANCHORING TOOL A 20. DUCTILE IRON SHALL BE CLASS 50.
M DISK WITH OWES SET NEARLY STRW4T'CAN BE USED AS a4 0
X A MULCH ANCHORING TOOL 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM
:7 Lj COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
00
< - 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY
111 V) PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
RUMLIZE F OROWTH IS NOT FULLY ADEQMTF- RE$EED.
RUMLIZE AND MULCH IMMEDIATELY FOLLOWING EROSION WILL BE PAID FOR BY THE CONTRACTOR.
OR OTHER DAMASE,
23. SEE GEOTECHNICAL REPORT NO. DATED BY
74Q FOR ADDITIONAL REQUIREMENTS.
A I 'k 2$1 FRAME AND GRATE
_zj I NCDOT STQ. NO. DEWEY BROS. MODEL CH-BN-2CO1
It 11 840.15,.0 OR OR EQUAL ASPHALT SPRINd-SUMMER E­4
PAVEMENT
r
APPROVED EQUAL- ASPHALT PAVEMENT PERMANENT GRASSING DUAL C0N2EU0QR_ffDUEWL ::> E-1
Li SEEDING MIMRE 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF
" P HORIZONTAL = ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). C)
CONCRETE Lj GRO N
\/4'X4 OSTS\_ Sff= 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE, ALL EROSION.
FOOTINGS ELEV. VARIES PDM4=A WXWAk% z
(TREATED) WOOD 51DING 8" CONCRETE PAD Sao= LESPEDM 30 SHALL BE CONTROLLED INCLUDING SIDE SLOPE$ DURING AND AFTER
AT 3000 PSI W/ COMMON asum CPASS 110
0
OEM" MuEr io CONSTRUCTION.
6X6 6/6 W.W.F. TAM FESCUE so
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING
ELEVATIONS X CONSTRUCTION INCLUDING BUT NOT LIMITED -TO GRAVELED CONSTRUCTION
PRE_CAST� CONC. 7 SEEDING NOTES ENTRANCE, SILT FENCE, CHECK DAMS, ETC. INSTALL ALL SECONDARY z
1. WHERE'A NEAT APPEVVNCE 19 -DESM. OMrf SEMCFA -9:4
LIJ Ir Mw BE- EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING Cq
y TWIMS Cami'm GRM CONSTRUCTION.
DUMPSTER PAD & ENCLOSURE DETAIL 10, C0
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH 0
FLOW 604
>< PLAN SEEDING DA7ES RAIN. SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 rn
APM I - JMY 15 FEET OF SEDIMENT HAVE ACCUMULATED IN FRONT OF THE DEVICE OR
4
NOTE
WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE CLEANED OUT AS
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 11' PER COURSE SOIL AMENDMENTS STATED OR WHEN HALF FULL.
2. CONTRACTOR MAY USE ECCENTRIC M.N. UNIT �0 N.) 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS
LIVE AND FSMW ACM"M 70 SO#L T= OR APPLY 3AW Fh/ftm &-4
aOM AMMVM LIMESYONE AM 500 lb/OM 10-10-10 FUMLM 4<4
Do SILT AS REQUIRED TO ALLOW PROPER FUNCTIONING. RESTORE POND TO
4 4 00%
A SEDIMENT BASIN DURING CONSTRUCTION. REMOVE ACCUMULATION OF
3000 PSI CONC.
L STEEL POST DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 6. IF
#
WIRE FABRIC MULCH APPLICABLE, INSTALL DROP INLETS WI TH INLET PROTECTION TO ACT AS
SILT TRAPS DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS
APPLY 4=.. WM SWAM EQUMtENI` COM OF MOJM SUMM
7 FILTER FABRIC ily
MIN. 12-1/2 GA. '6 MULCH. BY TACIONC Wffl AS141AVE. WNINO.'OR W11100 OR UY CNAM NEEDED TO PREVENT SILT FROM ENTERING STORM DRAIN PIPING.
SEE PLAN FOR PIPE T - WITH A MULCH AWW4140 TOOL A DIM WITH MADES SEr WRY SIMW CM BE
INTERMEDIATE WI
USED AS A MUICH ANCHDIM TOOL 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO
ORIENTATION & SIZES Ix
BE GRASSED.
8. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS
.41
SECTION COMPLETE.
MMUZE INE M~ NT&411111 50 lb/=e NFIROM WEff AS WWN 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSIONAF
REWME& M& BE MOWED ONLY ONCE A YEAk WHERE A tOT APPM= IS 114d,
101% U 41;_�MCHOR FABRIC SKIRT MM, OMTr SSWA AND MOW AS oniN AS NEEDED THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. all,
- L_ co
AS DIRECTED BY ENGINEER
10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON
COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE.
;RB I N LET D ETAI L WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. 1
SITE POLLaANTS NOTES M-AINIENMCE P og!:4 co
NTS 1. LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND
NOTM* 1. ALL EROSION AND SEDIMENT 'CONTROL PRACTICES WILL BE CHECKED
CLEARING AND -DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFFw- PRODUCING
1 . FENCE FABRIC SHALL BE A MIN. OF 32- IN WIqTij AND WASTE, AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL 0
SHALL HAVE A Mft OF SIX LINE WIRES WITH 12 STAY RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN
PLAN SPACING. BE AT LEAST 50' AWAY FROM STORM DRAIN INLETS AND SURFACE 24 HOURS OF EVERY HALF INCH RAINFALL. $-_1
WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THP�'j
ClifH. RING COVER PRECAST RISER RING FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ARE REASONABLY AVAILABLE. 0
N - `S_- 36" IN WIDTK FABRIC SHALL BE FASTENED 2. DUMPING OF PAINT OR OTHER LIQUID BUILDING MATERIAL WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF
. & ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
f 120 #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IWA
ENGINEER. WASTES IN STORM DRAINS IS PROHIBITED. ;9!:4 (D 0 co
'CAOUAVP ft6U#6Sw 12- OC CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. 0
D 3. STEEL POST SKALL BE W-O* IN HEIGHT AND BE OF THE 3. LITTER AND SANITARY WASTE -THE PERMITTEE SHAH CONTROL -4-J
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR T-i C,0
SELF -FASTENER STEEL ANGLE TYPE.. THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE �4 10 toc,
FROM THE SITE. TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 0 1 a:
jV0QEjW_ 4. LOCATE EARTHEN- MATERIAL STOCK PILE AREAS AT LEAST 50' 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL� Z z co M&
R TOOLED SILT FENQE AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS INLET PROTECTION, BLOCK AND GRAVEL INLET, ROCK DOUGHNUT INLET to OK
0 JEMEORKS I PROTECTION AND �ROCK PIPE INLET PROTECTION WHEN THE DESIGNEE)
CYT NTS
IT CAN'BE SHOWN THAT NO OTHER ALTERNATIVES ARE WC14
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
REASONABLY AVAILABLE.
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
"b_STEPS,ft_ 01
OC 6 ow.
5. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS -CONCRETE, DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND:
W MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE
a- z
SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR
EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL:BE
CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ON Q)
M.H.- - CE a0z
6. ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE w
'ACCORDANCE WITH LOCAL AND STATE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBST
MANHME DIAMEW/ 5 3/* R RECYCLED ON SITE, IN RUCTIONS FROM
w 4. 9-GAUGE HARDWARE CLOTHO M 0
THE -I- SOLID WASTE REGULATIONS. THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. r-j 4 co @
- - - - - - - - - - - - 1---- (1/4 MESH OPENINGS) V-4
IiT 7. SOIL STABILIZATION SHALL BE ACHEIVED ON ANY AREA OF A SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF
-q4 P..i rX,
FORM FLOW CHANI IEL SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR
CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED. WITH A SWALE.
PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE- 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
STEEL POSTS-,---`,
I. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES I
WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE W LL BE REPAIRED
p
77 AND ALL SLOPES STEEPER THAN 3 HORIZONTALTO 1 VERTICAL AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
T
100
­T� T THE USE OF EXTRA STRENGTH
(3:1) SHALL 'BE PROVIDED TEMPORARY OR PERMANENT
Z
1.4. STAKE SPACING WILL BE 6 FEET MAX. WITH
M. STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX.
-RT-
BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
NCDOT OR 57 .11,77� WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF'
77, V�- .. - i - : � - -,
ii. ALL OTHER DISTURBED AREAS SHAH BE PROVIDED HE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF
3'-r MIN. 31-1 3/ r MIN.
LAND DISTURBING ACTIVITY.
WASHED STONE ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT qK\
FENCE T
CONCAH BUQQK� PRECM MH RINGS k­j I
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER FUH OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.�
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE
SECTION BROOM FINISH PERPENDICULAR CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT.
TO PEDESTRIAN FLOW DIRECTION IRX6 8. CONDITIONS -IN MEETING THE STABILIZATION REQUIREMENTS THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
IL I dig=
PLAN ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY- NO LONGER DRAINS OR WHEN �THE ROCK IS DISLODGED. BAFFLES WILL css/
S> [01 R M's D ER A N MANIHOLE., DrTAIL ij. EXTENSIONS OF TIME MAY BE APPROVED'BY THE PERMITTING 13E REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR
NTS e SIDEWALK AUTHORITY BASED ON WEATHER OR OTHER SITE -SPECIFIC BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
300D PSI S E A L
6# 6'
CONCRETE -\ - - - CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.�
CONSTRUCTION SPECIFIMONS WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1
li. ALL SLOPES 50* IN LENGTH OR GREATER SHALL APPLY TO BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE 17374
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS KEPT CLEAN.
E-4
LLA
-a
T
pcv Q/wul
THE INLEL
FLATTER THAN 4:1. SLOPES* LESS THAN �0' SHALL APPLY 7� SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE DESIGN STORAGE CAPACITY HAS 13EEN HALF FILLED WITH SEDIMENT. ROCK
LO %AS
FILTERED
STEEPER THAN 3:1, THE 7-DAY REQUIREMENT APPLIES. WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
WATE GREGCP�
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER'OF THE INLEL A MAXIMUM OF 4 FEET APART, M. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
FROM THE 7-DAY GROUND COVER REQUIREMENT. REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
unni r min nnrmu . Pi Antmna >_rnew rt AD np, Pr, iv. SLOPES 10' OR I ESS IN LENGTH SHALL BE EXEMPT FROM WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM DATE 01-23-19
Public Services e Engineering DiVision
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit
Signed:
6x6-10/10 M M THE 7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE
U MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED SLOPE IS STEEPER THAN 2.1. FLOA-IING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT DESIGN PGT
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A
2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH V. ALTHOUGH STABILIZATION IS. USUALLY SPECIFIED AS GROUND CLEAN. InAcl DRAWN EJW
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
AE Dr-19PA IL
WHEEL CLINE fZAM L 18
Nib
AND SMOOTH TO AN EVEN GRADE. - 5. ONCE THE SIGNIFICANT (10 OR GREATER) RAINFALL EVENT. CLEAR THE
CONTRIBUTING DRAJNAGE AREA RAS BEEN STABILIZED, REMOVE MESH WIRE OF'ANY DE14RIS OR OTHER OBJECTS TO PROVIDE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT
ELEVATIONS. TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH SEDIMENT REMOVAL. REPLACE S70NE AS NEEDED.
GROUNDCOVER.
HARDWARE CLOTH AND GRAVEL INLET PRQT
jECTION
GUVER, 01HER MEI ODS, SUCH AS CHEMICAL STABILIZATION, MAY
BE ALLOWED ON A CASE -BY -CASE BASIS.
Vi. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
COMMISSION'- DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC
04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL
AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACT.
.0- cm I- Lw Mix wwlt-t- DF- FF-FNIIL11-r-U, fXr_.-_1r_r_Ur_U MZ, INU.X_Z��AMT,,
AND MULCHED ACCORDINGTO SPECIFICATIONS IN THE VEGETATIVE PLAN:TO-
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE
STABILIZED WITHIN 15 WORKING DAYS.
9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE C 5
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID 'DISCHARGES DAILY.
NTS
SHEET 5 OF 6
17069

NOTE: NOTE:
'THE CRITICAL F NEEDED
E C C L ROOT ZON • C E (CRZ) O. H TREE CROWN OF THE TREE 1� NECD�D FOR LEAF
IS INHERE 'THE MAJORITY OF A TREE'S ROOTS GROWTH TO PRODUCE OXYGEN, FILTER
LAY, 85% OF MOST TREE ROOTS ARE FOUND THE AIR, REDUCE WIND AND SOFTEN NOISE.
IN THE TOP 24" OF THE SOIL AND SUPPLY DO NOT DISFIGURE CROWN WITH
!
(
THE MAJORITY OF NUTRIENTS AND WATER. INTENSIVE PRUNING.
E
ri
GE,ICR1• ALLY, ROOTS SPREAD .OUT 2-.3X THE
HEIGHT OF THE TREE.
I
t' ti
l 1
! -------- ORANGE 'SAFETY FENCE
CRZ I' j OR OfRAOGE SILT` FENCE
! i (TYPICAL)
/
' an°n anoaaonoaoo
�aa�aa n °ate
I
3' MiN aa8`° I" na
fi
�:..8' _MAX
NOTES:
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
MARK THE 'TREES AND ERECT A PROTECTIVE BARRIER AT THE .CRZ. :BARRIER
SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3, IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR
LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL
� COMPACTION IN THIS ZONE,
i
4_ WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE 'SHALL BE TAKEN
TO AVOID DAMAGE TO -THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A
REINFORCED SIDEWALK, SHALT_ BE IMPLEMENTED AS NECESSARY.
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES, NO
VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS; OR
3
EQUIPMENT SHALL, BE STEREO BENEATH TREES, DAMAGING THE BARi< WITH
LAWNMOWERS, EQUIPMENT, OR ANYTHING ELSE ISPROHIBITED.
CONTRACTOR SHALL REPAIR DAMAGE TO TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP
WORK ORDER AND FINE
E OF DISTURBANCEr 00 DAY. OTHER THAN 'HAT ALVED
LOWED
-
ON THE . APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR
YR� r0 E MITIGATION. 3 R TREE UAT ON
STANDARD DETAILn�>vr
TO
-
DATE: )AN 2015
TREERO 1
I' ECTION
�'�` �t�Rt'il CtlrtQrJ \.1
DRAtVN BY 3SR
DURING
CITY OF' WILMINGTON ENGINEERING
CHEC'KLD BY RDG E, P,
CONSTRUCTION
PO sox, 18 10
WILI>3IPdG�ON; NC 28402 -
(910) �41- 7807
SCALE NOT TO SCALE
-.-_- _
SHEET I of 2
i
SD 15-09
12" 12-
E
' i R7-8a SIGN , if
x
y RRaw s
No A t
e S' LSE
L'tJ• >'na rhi. e..'=: $•arv� .c"�. Y '.C. H � x�n^:ex y i 'Y ttYY" C.. i � �j � .. •yG
pf n�,'�
a yTK W
.� RKM
Ii
NORTH CAROLINA i
A s
i C SIGN, r
I
tom'
I COMBINATION OF
�i
I _ ; THE R7-8a SIGN
AND: THE NORTH ,
R: i
CAROLINA R7� 8d
t a
I PENALTY SIGN
f
t
E
if
' IM
1 ' 4 t i - � �f NORTH CAR{?UNA ,
�
PENALTY R7-8c} si ..:t
�,
_
a _
SIGN ���
112, I
12 EITHER THE COMBINATION OF
THE R7--8o AND R7--8d
R7-8a anR7�-8d SIGNS OR THE 1i SIGN R'!-Se
Signage CAN BE USED. Si§nape
Figure .A1.1 F.igue A1.2
18"
FOR DESIGN OF ACCESSIBLE SIGNS, S THE
fx N SEE
x I
t FOLLOWING: I
ON. �<_
O.2009 MUTCD OR LAT ESEDITI
'.
I� 3 6
200� cs� EDITION S OF THE, � STANDARD HIGHWAY
!
F
" I
2 Y g SIGNS AND THE 2012 t SUPPLEMEM OR LATEST
yt, S
EDITION.
NORTH CAROLINA 2000 SUPPLEMENT
LEMEN TO THE
.- __ _-_ _--� MANUAL OF UNIFORM TRAFFIC CONTROL
WHERE VA CCESSIBI E PARKING fi DEVICES OR LATESTEDITION
�? ON
...
PROVIDED, THE VAN. ACCESSIBLE (R7-8P) NCDOT DRAWING H-1 .IS FOR SIGNS SP00075,
SIGN SHALL BE MOUNTED BELOW THE OTHER SPCJO076, AND SP00017.
ACCESSIBLE PARKIN SIGN CE G S,
{ 2009 EDITION MUTCD SECTION 2B.47
R7-8P
Si na e
g g
Figure A1..3
DATE: NOVEMBER $ 2016
ACCESSIBLE PARKING SIGNS
A14D
INSTALLATION DETAILS
DRAWN BY: DALE THOMPSON
_
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SHE F
SHEET Al O 5
f
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SCALE: NOT TO SCALE
ro.8vx2Pita . waMIns� NC2S= • 4%0}�141-
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I _. �,WIRE TIESMILe
'WARNING SIGN � i"
r-, F--i I r-E r--5 r- i r.--t
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DO NO1 ENTER
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} FRONT_ VIEW
----WARNING SIGN
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rrHIGH
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POLY BARRICADE FABRIC (TYPICAL)
jj1 I I
1 40„
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LOS ARBOLES
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1
SIDE VIEW WARNING SIGN DETAIL
NOTES:
1 THE, TREE PROTECTION FENCING SHALL NOT BE AOr_ATED FOR THE ENTIRE
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
WARNING 'f1ARNIEVG Si(,N:, TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS 10
BE 3 HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL; BE PLACED AT 5a' MAXIMUM INTERVALS. PLACE A SIGN AT EACH
I END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER, FOR TREE
I PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS
j THAN TWO SIGNS PER PROTECTION J AREA.
S i G S C 4. ATTACH SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE
I PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT.
!
! 5.
TREE PROTECTION N FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
RUCTi ON.
6, ADDITIONAL SIGNS
MAY BE REQUIRED Y CITY F WILMINGTON, "TON BASED IJ ACTUAL
A 0 aB 0 LM G 0 C.JL
;
I FIELD CONDITIONS.
!
i
STANDARD DETAIL
!
( DACE: JAN,201STO
i.
TREE PROTECTION
oRTrr c:> Rt�i:.rr.:Y
DRAIVN BY 1SR
r
_rTr OF WILMINGTON ENGINEERING
DURING PO BOX 1810
CHECKED i3Y RDG P F
m - WI AAIN T N NC 284 azCONSTRUCTION
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DATE: NOVVEMBER 8, 2016 ACCESSIBLE PARKING SIGNS
DRAWN BY: DALE THIOMPSON AND r r:ry nab
INSTALLATION RETAILS
I GTON�
CHECKED BY: RANDALL GLAZIER SHEET A2 OF 5 TSA1nCSiM.V4EE' i4Q
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MAX SLOPE 2% IN ANY NRECTION 8,3% MAX (X<36") (FOR ALTERATIONS
ONLY) ---
:SECTION A -A
Ftcre i74-' rTtin
-� � SECTION B-B
WARNING DOME.
1.6--2.4" TYP) 0.2"
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t',
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USE ., ST I �. PLACE T E 4� PAVERS FOR NEW CONSTRUCTION.
3 RUBBER MATS ARE PERMITTED FOR RETROFITS.
4.LANDING AND RAMP WIDTH MAY 8E REDUCEDCED TO 3 WHERE SPACE
` I
t IS LIMITED AND DESIGNPPR `V 7 I IS APPROVED ED BY I JE. CITY 'ENGINEER.
THE
STANDARD DETAIL
T
CITY 0 ' I
DATE: DECEMBEx 2010
CULAR CURB
PERPENDICULAR
A
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FILLED EXPANSION _JOINT FILLEDEXPANSION JOIN T
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SECTION A --A SECTION B-•-B
NO 1. J0NT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS:
2. SANITARY SEWER CLEAN -_OUT`:;, WAXER METERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
.-E r,
3. Prtt"lih/i)M 51UN.'�LK �'€a7i-1 T., BE c' itfINIL#UM IF PLACED AT NACi< OF CURB.
r
4. CONCRETE FO Z ALL SIDEWALK. 'EXCEPT AN'Y PORTION CONTAIN WITHIN A DRIVEWAY
-
APRON) SHALL BE CLASS"A" - 3,000 PSI,
5. iv1lNlRt M RE U�' tT F P R ,iR S iC Ac' X r' PANEL
6. 4" STONE B3 ,SE MAY BE REQUIREDI ; OR. POOR SOIL CONDITIONS
r
S DEPTH ` IELI E A k 0. S
7. MINI,.4U(v, DE,. , r-I FOR TUE1, ,tLi, IG BELCJW SIat4V.-.Lrt IS 12"
8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9. MIN GRAD_ rOR PROPER DRAINAGE 1 % • T C 1 ; t!' EMAX ~c
G_ IS Q IN A. LEAN. ...t��CTiaN. M..X Cf.05_r
SLOPE IS 2'%. MAX LONGITUDINAL SLOPE IS 83%, 10% I:- LIMITED BY EXISTING
CONDITIONS,: OR NO GREATER THAN
THE SLOPE ;OF THe EXISTING AD-ACENT ROAD.
STANDARD DETAIL
DATE: OCi'OBER, 2010
WI �. PTO O
TT� i�T
SIDEWALK
OF
PO Box 1{8tpNGTON ENGINEERING
WILMINGTON N.C. 28402
DRAVM,: PB.SSRCITY
CHECKED: DEC
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----2A" __- 12'�---^t I 1= ._•"'�'.. r;�.GREG+ITE� » 0 cet�
BASE COURSE �• ❑.1
MEDIAN VERTICAL CURB Af�^ � GUTTER ,mot
VERTICAL CURB GRANITE CURB I I =$
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VALLEY CURB HEADER CURB
hLQ1 1. EXPANSION JOINT MATERIAL TO COP+IPt_'Y:WITH CURRENT NCDOT STANDARDS
ND a5
2. 50' MAX EXPANSION! JOINT -SPACING 1 ' T 'T D t , 0 MSA)t COfv RA.t, .0 ! vOIPSr SPACING
3. MINIMUm lNSTALUSTION LENGTH IS 5 FT.
4. CONCRETE TO BE 3000 PS! MIN
5. VERT!CF.- CURB AND GUTTER BASE CAN BE SLOPED 3/4- OR USE A FLAT BASE y
STANDARD DETAIL : crn o1
DATE: AUGUST, 20i 2O j
iJT....11V tlt lt�
`? NORTH
DRAWN: PB/l5x NC R 1 !i
T \T i
CITY. OF WILl,41NGT01�I ENGINEERING
1...t.IitC3IN PO BOX 1810 � *� r,
CHECKED: DEC
r
WILMINGTON N.L. 28402 0.i
- [phone] Q C
SCALE NOTTOSCALE S E A L
_ _._. SD 3-11
--
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_.z_.__ .._.._-- ___._ .._..,_.._ ___�__.___- _.- _ ....._._�. __---._.�_._._ 17374
e
Jrl�lJillSit 0"\
CITY' O}:
TOl� DATE Q'i--23-19
Approved Construction Flan
DESIGN PGT
Name Date Public Services o Engineering Division DRAWN EJW
Planning APPROVED STORMWATER MANAGEMENT PLAN
Traffic Date:--- _ PermitUb
Fire Signed:
SHEET -6 OF 6
1706