SW8920913_APPROVED PLANS_20120501

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 III 0°1 13
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20120 5 0 �
YYYYMMDD
i

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p � ADDRESS: 5115 NEW CENTER DRIVE
�<" �G• Q \ \ PARCEL ID#: R04920-001-003-000
``\ '`\ MAP ID#: 314705094603000
�o0 \, '`\ PARCEL AREA: 2.021 ACRES
rb,�0 �\ \ \ ZONING: RB z
Q�' / \ \ \ `\ BUILDING SETBACKS: FRONT
E OR SETBACK:
A SETBACK: 0 0
(REQUIRED) INTREAR SETBACK. 15' o
BUILDING SETBACKS: FRONT SETBACK: 150' w z O
1 /
\� INTERIOR SIDE SETBACK: 16'
(PROPOSED/EXISTING) o ~
REAR SETBACK: 107' �
SOIL TYPE: Mu E 0
\\ \ CAMA LAND USE: URBAN O
NO CAMA AEC OR SETBACKS Z
NO CONSERVATION RESOURCES OR SETBACKS N Q
100 YEAR FLOOD BOUNDARY: OUTSIDE 100 YEAR FLOOD BOUNDARY o N
HISTORICAL SITE: NONE ® X
CEMETARY: NONE J W
FORESTED AREA: NONE SEE PLAN O W
WETLANDS: NONE WITHIN SITE AREA CIS >
/ <Ow
�// % \\\\ &�\ (1 `\ \ ENDANGERED SPECIES/HABITAT: NONE REPORTED N W cc
ZUCC
APPLICANT/PREPARER OF PLAN: J c (3
NORRIS & TUNSTALL CONSULTING d W Z Z
ENGINEERS, INC. U Z
/ \ /,� `` .W5 \ 902 MARKET STREET cc ` '\ WILMINGTON, O Z t-
\ \ \ SR��. NC 28401 0 O
\�� , S, �QOp PHONE [phone] W 0
S g [phone] FAX z Z Z_
LICENCE #C-3641 LJJ m LC)
> 0 J
OWNER: TOPOGRAPHIC SURVEY do C.OMPOSIr MAP BY:
` ,u.•n MICHAEL UNDERWOOD and ASSOCIATES, FA
39G3 MARKET 5TREET, SUITE C-3
WILMINGTON, NC 28403
PHONE: [phone]G50
-�� "i'a '```\ E MAI910-81 bizzec-rrr.com V�13T 1(I,
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SURVEY REFERENCE
BOOK 2036 PAGE 0125
BOOK 770E PAGE 734 /
MAP BOOK 29 PAGE 76 /
SURVEY' LEGEND J/
I_P LIGHT POLE
PP POWER POLE
WM WATER METER �
WV WATER VALVE
CO CLEANOUT
FFE FINiSFi FLOOR ELEVATION /
UG UNDERGROUND GAS /
cnp OVERHEAD POWER
UTILITY 5TATEMENT
THE UNDERGROUND UTILITIES 5H /WNHAVE SEEN LOCATED
FROM FIELD 5URVEY :NFORMAT6N AND EXI5TING DRAWING5.
THE SURVEYOR MAKES NO GIARANTEE5 THAT THE UNDERGROUND
UTILITIE5 SHOWN COMFR9f ALL SUCH UTILITIES IN THE
AREA, EITMER IN SERVIC K ABANDONED. THE SURVEYOR
FURTMER DOES NOT W NT THAT THE UNDERGROUND UTILITIE5
SHOWN ARE IN THE ENACT LOCATION INDICATED ALTHOUGH
ME DOES CERTIFY TXAT THEY ARE LOCATED AS ACCURATELY
A5 P055IDLE FR -INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYS ALLY LOCATED UNDERGROUND UTILITIE5.
.420
/ m 40 \ / �• `�
a `
,aeBV
,ygPF
-19
+e.N
1 / \
x �k Lq�
\ \ SCALE: 1" = 40' \
\'\ \ 0 40 80 120 `\
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Public Utilities
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON P
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED 1
z::�5
NCDENR PWSS WATER PERMIT #: - s L
WATER CAPACITY: �4)
DWO SEWER PERMIT #: [
SEWER CAPACITY: BY:_.___ GPD
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
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DATE 4/4/12
11
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SITE DATA TABLE
USE: AUTO SHOWROOM
1-1
ti
t-
/
/
/
/
/
/
IFVEY REE_ERENCE
BOOK
2036 PAGE 0125
BOOK
1106 PAGE 734
MAP
BOOK 29 PAGE 76
SURVEY
LEGEN
LP
LIGHT POLE
PP
POWER POLE
WM
WA1ER METER
WV
WATER VALVE
CO
CLEANOUT
FFE
FINISH FLOOR ELEVATION
UG
UNDERGROUND GAS
ohp
OVERHEAD POWER
UTILITY STATEMENT
THE UNDERGROUND 'UTILITIES 5116WN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GPJARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPFJX ALL SUCH UTILITIE5 IN THE
AREA, EITHER IN SERVIC KABANDONED. THE 5URVEYOR
FURTHER DOES NOT W NT THAT THE UNDERGROUND UTILITIE5
SHOWN ARE W THE EXACT LOCATION INDICATED ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY
AS POSSIBLE FK91M INFORMATION AVAILABLE. THE 5URVEYOK
HAS NOT PHYS ALLY LOCATED UNDERGROUND UTILITIES.
FA
TOPOGRAPHIC SURVEY & COMPOSIT MAP BY:
MICHAEL UNDERWOOD and ASSOCIATES, PA
3963 MARKET STREET, SUITE C
WILMINGTON, NC 28403
PHONE: 916-815-OG50
FAX: [phone]
E-MAIL mua@b¢ec.rr.cem
\\ oq,P !Pt
00e0/C"
S.
SITE AREA:
2.021 ACRES
DISTURBED AREA:
.29 ACRES
PARCEL ID:
R04920-001-003-000
MAP ID:
314705094603WO
ADDRESS:
5115 NEW CENTER DRIVE
ZONING:
RB
LAMA LAND USE:
URBAN
KS:
FRONT SETBACK: 25'
FUILDING
REQUIRED
INTERIOR SIDE SETBACK, 0
REAR SETBACK: 1W
S KS:
FRONT SETBACK: 150'
?UILOING
PROPOSED EXISTNG)
INTERIOR SIDE SETBACK: 16'
REAR SETBACK: 107'
MAX. LOT COVERAGE
4OX
MAX. BUILDING HEIGHT:
35'
EX. MERCEDES OFFICE SHOWROOM: 13,275 SF
NEW EXPANSION:
3,888 SF
TOTAL-
17,163 SF
INCREASE IN SQUARE FOOTAGE 29.OX
BUILDING HEIGHT:
20'
BUILDING CONSTRUCTION
TYPE VB
CITY OF WILMINGTON PARKING REQUIREMENT,
AUTOMOBILE DEALER:
1/100 SF GFA (MIN NO MAX.)
AUTOMOBILE REPAIR:
1/400 SF MAX., 1/600 SF AND
1/2000 SF DISPLAY AREA MIN.
5,273 SF OFFICE
53 SPACES MIN.
4,200 SF DISPLAY.
42 SPACES MIN.
7,690 SF REPAIR:
13 SPACES MIN.
19 SPACES
MAX.
TOTAL REQUIRED:
108 SPACES MIN.
TOTAL PROVIDED:
203 SPACES (4 ARE HC)
EXISTING SITE IMPERVIOUS
AREA:
286,370
SF (6.57 AC)
IMPERVIOUS AREA ADDED
BUILDING).-
3,888
SF
IMPERVIOUS AREA ADDED
(CONCRETE, C&G):
1,437
SF
EX. IMPERVIOUS REMOVED
(ASPHALT, C&G):
6,021
SF
PROPOSED SITE IMPERVIOUS AREA:
285,674
SF (6.55 AC)
NET IMPERVIOUS AREA REMOVED:
696
SF (0.015 AC)
NEW LANDSCAPE AREA ADDED:
1,878
SF
15 TREES PER ACRE
NO NEW WATF-a/56wEK VSt'•(o;t.1'P og.'FL-awl WrrH 0"D&-
\
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J. \
A \ /
Olt
* 3 sF
/ 0 .
a "�R° F'x0
0&
\ !! ! X
/ PROPOSED gsMA<
ADDITION
, 76 SF
PROPOSED \'
,\ ADDITION \
3,312SF
n
B
i
SCALE: 1' = 40' \ `\
` \
*NO WETLANDS EXIST WITHIN SITE AREA \ \, ` \ / 0 40 ao 120 \
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Public Utilities
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
J
m
NCDENR PWSS WATER PERMIT #: ' ' ILZ E 1.f
WATER CAPACITY: z GPp�
DWO SEWER PERMIT#: cuu�l
SEWER CAPACITY: - BY: GPD
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
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41
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U L SHEET FOR '�'\ ��T° o�
NOTES ON FIRE LANES G� / \
ONAG AND PAV€M EN �w y. �� 8 T ` I / � z -�
-"MAR ING V . ��S R \ V / p }{I/ ��� --43— Q
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CONCISE ca oAV�� / f\ `�i
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T INTO EX. ?\ sue'. A� \ �� i s , z to U)
. u U R B AND / / \ ' / ` \ / �i" ��� T/,� / / \ \ / ° W N 0 Z
UTTER. SO \ \1 \ �\ o N CC Q
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\ LU a
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W 111
L ATION MAP /vo , , \ \ " '% \ v - Q to >
o / Co �/ wwoC
DISTURBED AREA �Q \/\ \, i ��j� O �'
LIMITS. \ y \ �� I \ ; /v a tr
PROPOSED LOUNGE / / 70' ``� / / \�\ E ,Q \ \Ly
I \ . pG o� �\ Q CC ti
ADDITION, 576 SF. // / '\ / �� c v �a & / Cr w z z
MATCH FIFE OF EX. / /100, - r --- �� % �' // °°F c�r�T o� F U z
/ 5 H � - / <�� s� �< o CD
O
BUILDING. 43.50 / / - 1 / , i o �;� °o °\�'�,�` z Z w C�'3
/ DROP INLET ° F �c,
/ / / / / - / \ `F T=39.9 f 9 p aS %. i C�
Z Z
// // C �� �� i/ yo/ ' REMOVE EXIST. _ c� \ J\` 3' \ 'f/' \ �'� �� o� cc Co T _j
/ /! %'— % \ ASPHALT, CURB \_ q /,' 4 'S CD m �
/ / /\ <, i AND GUTTER. - v
/ \ / y'� REMOVE EX. DRO�\ o°
/ i o°✓, / �/ O ��. f / J
/ / c e ; , ,, INLET AND 12 )PCP °
/ -
/ // \ \\ / /' �� / EXISTING BOBKING \ DOWNSTREAM DI CCLU
•J / M I�C`=DF S _ \� J a E.LR. m
A /
/ / 24" CURB AND a
/ / BUILDING /
\ v / GUTTER., TYP. / -, m z N E
Uj
6.
\ 6, Y Z C
% INSTALL TEMP. .�> - - - --- '' / /,+ Qs., o a O O 4 Y
/. SILT FENCE. —°- S5 —\ - A' w z .o
X: TREES T B�SAV i '�'/ / - / IA - o z
3 / /'AND PRCTED, TYP / ' �4\.'.�°;25/
' `� \// = qS \ ,' o o d o
/' O¢ma:3rn�
A �\ g, 2 n / / PLACE EROSION CONTROL
\�/ ; 1n XIST. GAS LINE / ti %v/ °R1., / 1�\ / AT EXISTING DROP INLET.
PLOP ED AUTO SHOLMROOM i;' J TO BE RELOCATED '� / ///, TYPICAL. SEE DETAIL.
/ \ - AND OFFICEEXPANSION/ i OUTSIDE BUILDING
co / 3 2 SM CH EXISTING I�r�� . /' _ / „EXPANSION.
/ �� �� A
_ / EXTEND EXISTING FENCE \
F OF/ 43. TO BUILDING. \
<,o �\ � ,ate ,
VC z
A\y / \/ "� O c0 t0
\%\ , f ' / �`' �i�l� 'Qe i' J / %, , \ �. \., \ - o /C' / /'l%31/ �l\ \ -� _ _ ` `r 4J m 0)
r T v ��, o / �TSF. \ �� 4' j RELOCATE EXISTING t!i
°<F / \ s��� �\ v? FT / j _ \ - /\� / / tii: �� TRANSFORMER TO NEW a M r7 0
`�� ROOF OVER A \ R / �f. ,�` .... CI
�\ LOCATION AS SHOWN. 'A LU o o ,�, I
} O Y/ W rn rnU
s,
�� / \ \ / �, �� //' — . / ^�° EX. TREES TO BE SAVED Z Z z ®
Ao / ; / \� ( _\ice �/ - ) AND PROTECTED, TYP. /� o ��,
RELOCATE STAIRS /,� � ` - - / , - - -
/ / Z
G j
/
w Ar'N� —REMOVE EXIST. 3 °
0 /' / J /l" 1
L J ♦ �s JJ \ +�, e; , 3 �.r ASPHALT, CURB * Ui Cg
3s \ /% \ / �' �� e NO WETLANDS EXIST WITHIN SITE AREA — Z�
2,TIE INTO EXIST. / ' \��I v f \s c, \,� �� AND GUTTER. z
Sys WALK. �-�' JrMoz
�' / , - /�+ p M o
'lam \ \V / �p / V � � \ n.. J , ��� J� �»I / Y. i
C, \tREMOVE EXIST. ' ' �h - °�1- i ' ' / J'' J Pi — EX. TREES TO BE SAVED 0 W z
ASPHALT,CURB �, J ; �s\I - \ 3 = /ry 7 /,f// AND PROTECTED, TYP.
AND GUTTER.
INSTALL TEMP.
/� � v\v �, v � � ;;' 1 �"•°� / % „, , J ,, J �, _ / '�� .SILT FENCE.
I r / % / J °/' /�
/ >
CONCRETE % ,v/ / / JJ,/ °�,
\\ \ WALK. ' JJ�%L'�� �° ��` °
�Oo�
3� \ F'qc / PROPOSED GAS LINE RELOCATN�
�� / ' ' / / / CONTRACTOR TO CONTACT GAS 4 V ///� I%/� ,� / , / / / / �, , ,q C
� COMPANY PRIOR TO RELOCATION
FIELD VERIFY SIZE AND LOCATION. \
t�C , / ss-\ �O\ ` \= \ t J (I \ J !r DESIGN BY GAS COMPANY.
\ „ \ 1? ? ` EXISTING LEGEND
Approved Construction Plan
Name Date
Planning
Public Utilities
Traffic
Fire
�
SURVEY RL•EFRE_NC-_ O`yt J \ / i r \ '� - /
BOOK zo56 PAGE o12 A —7 J `mot .,i' STORMWATER
STORMWATER MANAGEMENT PLAN
BOOK 1106 PAGE 73 ' V �///"""���
MAP BOOK 29 PAGE 76 V^� ^ \;
/
SURVEY LEGEND �O
LP LIGHT P .E
PP POWER POLE
'WM WATF. METF_R
WV WA' R VALVE
CO C ANOUT
EFE �� ISH FLOOR ELEVATION(l
UG UNDERGROUND GAG
oh OVERHEAD POWER
h jr- oh-------0
L/LITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. \
THE 5URVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND TOPOGRAPHIC SURVEY & COMPOSR MAP BY;
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
�Iv
a
NCDENR PWSS WATER PERMIT #:
WATER CAPACITY: k 9 GPD
DWO SEWER PERMIT #: ISY
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED THE SURVEYOR MICHAEL UNDERWOOD and ASSOCIATES, PA `3 "? /' \ Y - yn��V �c `' Fes/ _
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES 3963 MARKET STREET, SUITE C-3 \`. / �� q ' v �;� SCALE: 1 " - 20' SEWER CAPACITY: GPD
WILMINGTON, NC 25403 (�l�� \\\ EXIST. FH „ ? T ` SEWER SHED #AND PLANT:
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH PHONE: 9 1 O-S 1 5-0650 \ b �`
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY FAX: [phone] t�jI \ �Y F�' < 7
AS POSSIBLE FROM 1NFORMATICN AVAfiAB� E. THE SURVEYOR E-MAIL: [e-mail] \ F�T\ l''4`U. 0 20 40 60 =NowSEWER TO FLOW THROUGH NEI: YES or NO {CIRCLE ONE)
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES. \\ %
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11104
Des. JST
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DRW. NKS
DATE 4/4/12
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C1

LOCATI
90
5i
\ ACCE IBLE PARKING AND / 7
CRO S WALK SHALL BE ,/ S O/
ST IPED AS PER ADA, COW / / \
D MUTCD STANDARDS. ,� /
/
/
HC
/
\ le
1000,
11-01
> X� 3
15
/
EXISTING RAMP
15/
11�4 -
9
S
y \,
\
'v \
r
SUhVLY REFERENCE
BOOK 2036 PAGE 6125
BOOK 1106 PAGE 734
MAP BOOK 29 PAGE 76
SURVEY LECEND /
LP LIGHT POLE
PP POWER POLE /
VIM WATER METER
WV WATER VALVE
CO CLEANOUT
FIFE FINISH FL003 ELE`JAT!
UG UNDERGROUND GAS
oho OVERHEAD POWER
UTILITY STATEMENT
THE UNDERGROUND UTIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY IN ORMATION AND EXISTING DRAWINGS.
THE SURVEYOR N/IAKP5 NO GUARANTEES THAT TH"c UNDERGROUND
UTILITIES SHOWN Ct3MIFFSE ALL SUCH UTILITIES IN THE
AREA, EITHER IN ERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOE OT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE YfTHE EXACT LOCATION INDICATED ALTHOUGH
HE DOES TIFY THAT THEY ARE LOCATED AS ACCURATELY
AS P0590BLE FROM INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
W
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NEW LANE
AREA-,870
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LEGEND
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\ SS
NEW LANDS E \ %
\ AREA 66' SF
\ /RV
12 �\
3 \
x ` AJ
NEW LANDSCAPE AREA
255 SF
PROPERTY LINE
DISTURBED AREA LIMITS
TEMPORARY SILT FENCE
PROPOSED GASLINE
PROPOSED STORMORAIN PIPE
PROPOSED DROP INLET
PROPOSED SPOT ELEVATION
PROPOSED NEW LANDSCAPING
PROPOSED NEW CONCRETE
TOPOGRAPHIC SURVEY ec COMPOSIT MAP BY: / '�14,v, �
MICHAEL UNDERWOOD and ASSOCIATES, PA
3963 MARKS( STREET, SUITE C-3 ✓C ,3 \ v� % SCALE. 1 " = 20'
PHONE: [phone]
FAX: [phone] \ 7 c �'
E-MAIL: [e-mail] ��� yr��FIFQ �Fn 0 20 40 60
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For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Public
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
NCDENR PWSS WATER PERMIT#:
WATER CAPACITY: D
. _.._
DWQ SEWER PERMIT*
SEWER CAPACITY: GPD
SEWER SHED # AND PLANT:
SEWER TO FLOW THROUGH NEI: YES or NO (CIRCLE ONE)
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11104
DES. JST
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DRYIN. NKS
DATE 4/4/12
C2

GRATE
NOTES:
1. SII
2. CC
3. TH
4. TH
5. 1)
AT
6. PF
EMPTYING STRAPS,
TYPICAL 2 SIDES.
REMOVAL FLAP POCKETS,
TYPICAL 4 SIDES.
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
BASIN OR DROP INLET. THE SILTSACK WILL BE
MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
PROPOSED CATCH BASIN OR DROP INLET.
2. TO INSTALL THE SILTSACK IN THE CATCH BASIN, REMOVE
THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE
FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE
THE GRATE TO HOLD THE SACK IN PLACE.
3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
THE RESTRAINT CORD IS NO LONGER VISIBLE
4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1'
DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF
THE SILTSACK.
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS
WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT
STRAPS (CONNECTED TO THE BOTTOM OF THE SACK) AND
LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY
THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
SILTSACK M ITS ORIGINAL SHAPE AND PLACE BACK IN THE
BASIN.
* USE AT EXISTING DROP INLETS
SILT SACK IN PAVED AREAS.
NTS
NOTED OTHERWISE
SIDEWALK WIDTH.
IT ABUTS PAVEMENT
' EXPANSION JOINT
WALK JUNCTIONS,
AN, 1/8'R TOOLED
EEN WALK AND ADJACENT JOINT
EXPANSION
MATERIAL
EXPANSION JOINT (EJ.)
1/4"x1' DEEP r/AN
1/8"R TOOLED DINT
r.
FIRE LANE GUIDELINES -City of Wilmington, NC
When Required
Fire lanes, when required, shall be designated on both sides of the road if the road is
less than 26 feet in width. If the road is between 26 feet in width and 32 feet in width,
one side of the road shall be designated as a fire lane.
Signs
o Required and must be spaced no further than 50' apart---------
o Must conform to the standards in the latest edition of the , PARNI
Manual On Uniform Traffic Control Devices (MUTCD)
published by the Federal Highway Administration (FHWA)
o Minimum size is IT' wide by 18" tall, red on white FIRE
o MUTCD sign R7-9 with "FIRE LANE" wording (shown at
right) is the recommended sign layout LANE
o Other similar MUTCD standard signs may be acceptable
o Sign must be facing Fire Lane traffic
o Minimum mounting height of 7 measured to bottom of sign
o Lateral clearance of 1' to 5' from edge of fire lane to edge of sign
Pavement Markings
o Must conform to the standards in the latest edition of the MUTCD
o If used, all lane markings shall be white in color, except optional word message
"FIRE LANE" can be used to supplement the white lane markings and shall be
red or white letters 8' or larger
o Minimum line widths are 4" for longitudinal lines and 8" for diagonal cross-
hatching
o If used, curb markings shall be white in color and shall include the word
message "NO PARKING" and/or "FIRE LANE" in red letters 4" or larger
o Word markings shall conform to the Standard Alphabets for Highway Signs and
Pavement Markings published by the FHWA
PIPE
CONC.
CONCRETE COLLAR
NON TRAFFIC AREA
3000 PSI CON
8" #57 STONE
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-STEEL POST
-WIRE MESH FOR STANDARD FABRIC
-STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8' DEEP h 4' WIDE
NOTES:
1. SYK F/E�IN�CE FABRIC SHALL BE MIN. OF 30' IN W1D7H WITH
AND SO l8/M FOR EXTRA SIREN M. F
ABRIC
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY. LAP FABRIC POST 70 POST.
3. s1EEL POST SHALL BE MIN 4' N HEIGHT AND BE OF THE
SELF-fASTEMER STEEL ANGLE 7YPE.
TEMPORARY SILT FENCE
NIS
N-O"
3" MIN. COMPACTED STONE
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(IIII
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PLAN
2'
6"
CASING NOTE YX Y (MN)
DROP INLET FRAME k
GRATE SNAIL RE HEAVE
DUTY H-20 UAW TOED.
ODORONATE TOP WITH
BOX SIZE k GRADES.
SEDIMENT TRAP
SECTION
MUST COMPLY WITH CITY OF WILMINGTON STANDARDS
DROP INLET DETAIL
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CLASS A
ASPHALT -
TYPE A STONE
6" TYPE ABC STONE
COMPACTED SUBGRADE
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EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
1/2"R FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
SPILL OFF CURB SECTION
NTS
NOTE. ON OTYPE DEPENDS GRAM SHOWN
GWING IRIDES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURS. GRADES IIOR7TNG CURB
AOCQ+ING FLOW SHIM. BE FLOW LINE TYPE
2'-0"
i-1 1/2"R
6' CONCRETE (3000 psi)
64-W2.9 X W2.9 WWM GALVANIZED
- 4' NCDOT ABC STONE
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL PAVEMENT
SECTION.
NTS
NCOOT JS OR #57
WASHED STONE
19-GUAGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
� 4' MAX. NCOOT J5 OR 057
WASHED STONE
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SECTION A -A
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NTS
CONSTRUCTION
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROWIDING THE INLET.
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4' APART.
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING
A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT 15 OR J57 STONE) ON A 2:1 SLOPE WITH A
HEIGHT OF 16' AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
INSPECT INLETS AT LEAST WEDGY AND AFTER EACH SIGNIFICANT (1/2 RAH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN
24 HOURS OF EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT
WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF
#4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR
TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
TYPE ABC STONE SHALL 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL
EXTEND 12" BEYOND INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK
CURB & GUTTER DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN
THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE.
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN
EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. LAND QUALITY REQUIRES:
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS.
WATER QUALITY REQUIRES:
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' HORIZONTAL TO
1' VERTICAL (3:1) AND ALL HIGH QUALITY WATER (HOW) ZONES SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS
FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14)
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
•
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1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
28% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
20% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7-14 DAYS OF THE COMPLETION
OF GRADING. SEE EROSION CONTROL AND MAINTENANCE NOTES.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
TREE PROTECTION NOTES
1. EXISTING TREES AND EXISTING VEGETATION WITHIN THE PROJECT AREA
SHALL BE SAVED TO THE GREATEST EXTENT POSSIBLE. TREES NOT MARKED
FOR REMOVAL SHALL BE SAVED AND PROTECTED. THE CONTRACTOR IS
RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCING AROUND THE
EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY CONSTRUCTION
WORK. THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT
CONFLICT WITH GRADING OPERATIONS. EXISTING TREES WILL BE REMOVED
FROM THE SITE AS REQUIRED FOR CONSTRUCTION OF PONDS, ROADWAYS,
ROAD IMPROVEMENTS, AND UTILITY INSTALLATION. ALL THE EXISTING
VEGETATION AND TREES WILL REMAIN OUTSIDE THE DISTURBED
AREA/CONSTRUCTION LIMITS.
2. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT
THE DURATION OF THE PROJECT.
3. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE
ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND
METHODS.
4. ANY TREES AND / OR AREAS DESIGNATED TO BE PROTECTED MUST
BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING
OF MATERIALS WILL OCCUR IN THOSE AREAS.
5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION
FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
6. STREET TREES ARE REQUIRED TO BE PLANTED. SEE DETAIL ON SHEET
C3.2 AND LANDSCAPE PLAN.
7. AREAS OUTSIDE OF THE DISTURBED AREA LIMITS ARE TREE SAVE
AREAS.
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Barrier
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CLEARLY mark the trees to be saved prior to construction and
erect a protective barrier at the dripline.
Dripline-The area of soil directly beneath the tree extending out
to the tips of the outermost branches.
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
B. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE
SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS
EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR
SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS
WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL
BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY M COMPACT TO THE REQUIRED DENSITY EACH
LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT
IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES
AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY MICHAEL UNDERWOOD AND ASSOC. AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOSSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE
III, FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
CITY OF WILMINGTON STANDARD NOTES
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1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING
AT 1-800-632-4949.
2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING;
3. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE
THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
5. INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. TRAFFIC ENGINEERING MUST
APPROVE OF PAVEMENT MARKING LAYOUT PRIOR TO ACTUAL STRIPING.
6. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER.
7. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTGD STANDARDS.
B. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
9. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET
NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDPASION IN ACCORDANCE
WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL THE SUBDIVIDER MAY
ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT WITH
THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE COST OF
SUCH INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS
INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. POSTED STREET NAMES MUST BE
APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
10. CONTACT TRAFFIC ENGINEERING AT 341-7888 FOURTY-EIGHT HOURS PRIOR TO ANY
EXCAVATION IN THE RIGHT-OF-WAY.
11 A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET.
CONTACT SKEET CARR AT 341-5888 FOR MORE DETAILS. IN CERTAIN CASES AN ENTIRE
RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
12, ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE
REPLACED.
13. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS,
14. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS.
WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND THE
STATE HAS GIVEN THEIR FINAL APPROVAL CALL 343-3910 FOR INFORMATION.
15. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
16. ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER SHALL COMPLY WITH CFPUA CROSS
CONNECTION CONTROL REGULATIONS. CALL 332-6558 FOR INFORMATION.
17. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY CFPUA WILL NEED TO BE ON THE
LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
18. WHEN PVC WATER MANS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES
ARE TO BE MARKED WITH NO. 10 INSULATED SINGLE STRAND COPPER WIRE INSTALLED THE ENTIRE
LENGTH AND SECURED TO ALL VALVES. THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS
AND WATER METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
19. THE NUMBER AND SPACING OF DRIVEWAYS FOR ALL INTERCONNECTED SITES WILL
BE DETERMINED BY THE COMBINED FRONTAGE OF THE INTERCONNECTED PROPERTIES.
20. UNDERGROUND FIRE LINE MUST BE PERMITTED AND INSPECTED BY THE WILMINGTON
FIRE DEPARTMENT FROM THE PUBLIC ROW TO THE BUILDING. CONTACT THE WILMINGTON
FIRE DEPARTMENT DMSION OF FIRE AND LIFE SAFETY AT 910-343-0696 FOR
ADDITIONAL INFORMATION.
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AT EXISTING DROP INLET. FOR INSTALLATION OF NEW WASHBAY. \
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SEE 6" CONCRETE DETAIL \
SITE DATA TABLE
USE:
AUTO SHOWROOM AND OFFICES
SERVICE BAY (2). WASH13AY (1)
SITE AREA:
2.021 ACRES
DISTURBED AREA:
.20 ACRES
PARCEL ID:
R04920-001-003-000
MAP ID:
314705094603000
ADDRESS:
5115 NEW CENTER DRIVE
ZONING:
IRS
CAMA LAND USE:
URBAN
BUILDING ETBACKS:
FRONT SETBACK: 25'
(REQUIRED)
INTERIOR SIDE SETBACK: 0
REAR SETBACK: 15'
PREPARER:
NORRIS, KUSKE & TUNSTALL ENGINEERS
SOIL TYPE:
Mu
100 YEAR FLOOD BOUNDARY:
OUTSIDE 100 YEAR FLOOD BOUNDARY
CONSERVATION OVERLAY DISTRICT:
NONE WITHIN SITE
HISTORICAL SITE:
NONE
CEMETARY:
NONE
FORESTED AREA:
NONE (SEE PLAN)
WETLANDS:
NONE EXIST ON SITE
ENDANGERED SPECIES/HABITAT:
NONE REPORTED
NEW BUILDING EXPANSION: 2,500t
SF
SERVICE BAY: 425*
SF
WASH BAY: 425±
SF
SERVICE BAY: 485t
SF
TOTAL: 3,835t
SF
BUILDING HEIGHT: 20'
BUILDING CONSTRUCTION TYPE: VB
EXISTING IMPERVIOUS AREA:
286,370 SF (6.57 AC)
NEW IMPERVIOUS AREA ADDED:
690 SF
NEW LANDSCAPE AREA ADDED:
890 SF
POST EXPANSION IMPERVIOUS AREA:
286,080 SF (6.57 AC)
MERCEDES OFFICE SHOWROOM
AND GARAGE EXPANSION: (2,925 SF)
22.03% OF EXISTING BUILDING
GARAGE EXPANSION:
11.57 OF EXISTING BUILDING
DISTURBED AREA
151 LIMITS.
, RELOCATE EXISTING I\ \
2p / LIGHT, v /
x/ %` PROPOSED WA9k1BAY \ \ \
r x.x, _ ,G' 425 SF. A�
LSHEET FOR -
SEE DETAI ' \
r NOTES ON 'FIRE LANE
j I SIGNAGE AND PAVEMENT'i
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—MARKINGS.'
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PROPOSED LOUNGE "E':_ / PLACE EROSION CONTROL
ADDTRON, 2,50 SF. AT EXISTING DROP INLET. \ \
LAINGFFE OF EXISTI G # , , f,; TYPICAL. SEE DETAIL \
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PROPOSED AUTO SHOWROOM �g9 �C�c. \ \ n p AND OFFICE EXPANSION
S \tT, ' 2,250 SF. MATCH EXISTING {x
FFE OF 43.5.
PROPOSED NEW
ROOF OVERHANG.
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V _
MIGt1AEL UNDERWOOD and ASSOCIATES, PA
39G3 MAKKET STREET, 5UITE G-3
WILMINGTON, NG 28403
a�sr4 "✓ PHONE: 910-515-OG50
FAX: [phone]
u, PG "_ E-MAIL: [e-mail]
PARKING REQUIREMENT:
AUTOMOBILE DEALER:
AUTOMOBILE REPAIR:
6,500 SF OFFICE:
7,690 SF REPAIR:
2,535 SF DISPLAY:
TOTAL REQUIRED:
TOTAL PROVIDED:
NEW LANDSCAPE-y
AREA 50 SF
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AREA 500 SF 1 '
EXIST. GAS LINE TO
BE RELOCATED.
CONCRETE
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NEW LANDSCAPE AREA
/
/ —INSTALL TEMP.
\ —SILT FENCE.
PROPOSED GAS LINE RELOCATION..
CONTRACTOR TO CONTACT GAS '
COMPANY PRIOR TO RELOCATION.
FIELD VERIFY SIZE AND LOCATION.
EXISTING
STORMWATER
POND
PLACE EROSION CONTROL
AT EXISTING DROP INLET.
TYPICAL SEE DETAIL
RELOCATE EXISTING
TRANSFORMER TO NEW
LOCATION AS SHOWN.
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65 SPACES MIN.
13 SPACES MIN. 20 SPACES MAX.
2 SPACES MIN.
80 SPACES MIN. 1
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DRHN. NKS
DATE 5/29/08
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GENERAL GRADING AND UTILITY NOTES:
SITE WORK NOTES
GO
m
NOTES:
1. SII
2. CC
TH
WI
5. k
6. PPAA
7. RE
4 GA. 6x6 MESH o
rANDARO FABRIC .1
- STEEL OR WOOD POST
- WIRE MESH FOR STANDARD FABRIC
- STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30
AND50 LB/IN FOR EXTRA STRENGTH. STANDARDLE STRENGTH FOR FABRIC
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPO ARY SILT FENCE
NTS
FIRE LANE GUIDELINES -City of Wilmington, NC
When Required
Fire lanes, when required, shall be designated on both sides of the road if the road is
less than 26 feet in width. If the road is between 26 feet in width and 32 feet in width,
one side of the road shall be designated as a fire lane.
Signs
o Required and must be spaced no further than 50' apart
o Must conform to the standards in the latest edition of the PARKING
Manual On Uniform Traffic Control Devices (MUTCD)
published by the Federal Highway Administration (FHWA)
o Minimum size is 12" wide by 19" tall, red on white FIRE
o MUTCD sign R7-9 with "FIRE LANE" wording (shown at
right) is the recommended sign layout LAN E
o Other similar MUTCD standard signs may be acceptable !�/ �t
o Sign must be facing Fire Lane traffic
o Minimum mounting height of 7 measured to bottom of sign
o Lateral clearance of 1' to 5' from edge of fire lane to edge of sign
Pavement Markings
o Must conform to the standards in the latest edition of the MUTCD
o If used, all lane markings shall be white in color, except optional word message
"FIRE LANE" can be used to supplement the white lane markings and shall be
red or white letters 8' or larger
o Minimum line widths are 4" for longitudinal lines and 8" for diagonal cross-
hatching
o If used, curb markings shall be white in color and shall include the word
message "NO PARKING" and/or "FIRE LANE" in red letters 4" or larger
o Word markings shall conform to the Standard Alphabets for Highway Signs and
Pavement Markings published by the FHWA
E.
PACE SAME NOTED WIDTH.
IA STE3PWHERE IT ABUTS PAVEMENT
REQUIRED AT 30' MAX. AT SIDEWALK 1/8"R TOOLED
AND AS NOTED ON SITE PLAN. JOINT
DG. FELT BETWEEN WALK AND ADJACENT
TURF. CLASS A CONC.-N
W.M.
'2" EXPANSION ASPHALT
DINT MATERIAL
EXPANSION JOINT (W
1/4"x1" DEEP w/AN TYPE ABC STONE
1/8 R TOOLED JOINT 4" TYPE ABC STONE -
COMPACTED SUBGRADE-
SIDEWALK JOINT DETAILS
NTS
9' 1
EMPTYING STRAPS,
TYPICAL 2 SIDES.
.r
f
SILT SACK
NTS
�1 1 /2"R
of
EXTEND 6" BEYOND
CURB & GUTTER
•SPILL OFF CURB SECTION
C1ONTRACTION JOINT (C.J.) NTS TYPE ABC STONE SHALL
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
REMOVAL FLAP POCKETS,
TYPICAL 4 SIDES.
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
BASIN OR DROP INLET. THE SILTSACK WILL BE
MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
PROPOSED CATCH BASIN OR DROP INLET.
2. TO INSTALL THE SILTSACK IN THE CATCH BASIN, REMOVE
THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE
FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE
THE GRATE TO HOLD THE SACK IN PLACE.
3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
THE RESTRAINT CORD IS NO LONGER VISIBLE.
4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1"
DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF
THE SILTSACK.
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS
WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT
STRAPS (CONNECTED TO THE BOTTOM OF THE SACK) AND
LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY
THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
SILTSACK TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE
BASIN.
'f
SILTSACK MANUFACTURED
BY AFC ENVIRONMENTAL
�` INC. OR APPROVED EQUAL.
* USE AT EXISTING DROP INLETS
IN PAVED AREAS.
1 V-6" 1 6" 1
CLASS A
ASPHALT -
3"R n � �• .
TYPE A STONE
4" TYPE ABC STONE
COMPACTED SUBGRADE
1 1/2"R
TYPE ABC STONE SHALL
EXTEND 6" BEYOND
CURB & GUTTER
FLOW UNE CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
1. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE EXISTING
SITE ELEVATIONS AND INVERTS PRIOR TO BEGINNING CONSTRUCTION.
CONTACT THE ENGINEER FOR DIRECTION AS REQUIRED DURING
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
RELOCATION OF ANY EXISTING UTILITY POLES / GUY LINES, LIGHT POLES,
TELEPHONE PEDESTALS WITH THE OWNER AND THE APPLICABLE UTILITY COMPANY
AS REQUIRED.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING
UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO
BE BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS
AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL
MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS
RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE
TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING CONSTRUCTION. THE
PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE
OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT
CLOSEOUT.
5. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION AND 24" VERTICAL SEPARATION
BETWEEN THE WATERLINES AND SERVICES AND SANITARY SEWER LINES AND
SERVICES OR PROVIDE 20 FEET OF DIP FOR BOTH PIPES. ALL WATERLINES AND
SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF WILMINGTON
STANDARDS AND SHALL HAVE A MINIMUM OF 36" COVER. ALL SEWERLINES AND
SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE NEW HANOVER COUNTY
STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THAT
ADEQUATE FALL IS AVAILABLE FROM THE BUILDINGS TO THE EXISTING SANITARY
SEWER PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION. SEE DETAIL
SHEET.
6. MAINTAIN A 5' MINIMUM HORIZONTAL SEPARATION AND A 24" MINIMUM VERTICAL
SEPARATION BETWEEN THE PROPOSED OR EXISTING STORM DRAIN AND THE
PROPOSED OR EXISTING WATER LINE OR SEWER LINE. SEE DETAIL SHEET.
CITY OF WILMINGTON STANDARD NOTES
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING AT
1-800-632-4949.
2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING;
3. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE
THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
4. ONCE STREETS ARE OPEN TO TRAFFIC, THE DEVELOPER SHALL CONTACT TRAFFIC
ENGINEERING (RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME
SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET
NAME SIGNS.
5. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
6. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL
TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. ADD A NOTE TO
CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION
IN THE RIGHT OF WAY.
7. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
B. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.
9. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET
AND THE STATE HAS GIVEN THEIR FINAL APPROVAL. CALL 343-3910 FOR INFORMATION.
10. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE
FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
11. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S CROSS
CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
12. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE ON THE
LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
13. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE
TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND
STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE AT ALL
FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
14. THE NUMBER AND SPACING OF DRIVEWAYS FOR ALL INTERCONNECTED SITES WILL BE
DETERMINED BY THE COMBINED FRONTAGE OF THE INTERCONNECTED PROPERTIES.
�' MWIM61i101910
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. AFEARMNCRNSESTLETREATMENT, AND
FERTILIZATIONTRPEANETCOVEIABISHb.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
4. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY MICHAEL UNDERWOOD AND ASSOCIATES, PA. AND PROVIDED BY
OWNER.
5. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
7. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
8. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
10. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
11. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE
AND ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO
CONNECT THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE
REQUIRED DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS
SHALL HAVE A MINIMUM SLOPE OF 1% AND BE SCH 40 PVC PIPE,
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
DROP INLETS.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
4, NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
5. INSPECT TEMPORARY SILT SACKS, TRUE DAMS AND BEAVER DAMS AFTER
EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE ANY ACCUMULATED SEDIMENT
AND PLACE IN THE DESIGNATED DISPOSAL AREA,
6. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE
CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW
THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
TREE PROTECTION NOTES
1. NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR
OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
2. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT
THE DURATION OF THE PROJECT.
3. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE
ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND
METHODS.
4. ANY TREES AND / OR AREAS DESIGNATED TO BE PROTECTED MUST
BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING
OF MATERIALS WILL OCCUR IN THOSE AREAS.
5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION
FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
UTILITY NOTES FOR FIRE HYDRANTS
1. FIRE HYDRANTS MUST BE WITHIN 150' OF THE FIRE DEPARTMENT
CONNECTION.
2. THE FIRE DEPARTMENT CONNECTION MUST BE WITHIN 40' OF FIRE
APPARATUS PLACEMENT.
3. LANDSCAPING CANNOT BLOCK OR IMPEDE THE FIRE DEPARTMENT
CONNECTIONS OR FIRE HYDRANTS. A 3' CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE HYDRANT
CONNECTION AND THE FIRE HYDRANT.
4. FIRE HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO
CONSTRUCTION OF THE BUILDINGS.
6. THE CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR
EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
7. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET
INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE
BY VEHICLES.
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DES JST
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DATE 5/22/08
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IXISi1NG GARAGE M '
:,; AND RESTRpOM s.:\ PROPOSED GARAGE BAY
BUILDING ` ` "r OVER EXISTING IMPERVIOUS
700 �' `'S.,- ? ..., SURFACE, 485 SF.
MATCH \EXISTING FFE OF 42.4..
PLACE . EROSION CONTROL—\ < u <au k3 \ \ \
37,300
EXISTING BOB KING
PONTIAC
BUILDING
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SEE DETAIL
/IIE INTO EXIST. -
t. WALK.
SITE DATA TABLE
USE:
AUTO SHOWROOM AND OFFICES
SERVICE BAY (2), WASHBAY (1)
SITE AREA:
2.021 ACRES
DISTURBED AREA:
.20 ACRES
PARCEL ID:
R04920-001-003-000
MAP ID:
314705094603000
ADDRESS:
5115 NEW CENTER DRIVE
ZONING:
RB
CAMA LAND USE:
URBAN
ETBACKS:
FRONT SETBACK: 25'
?UILDING
REQUIRED)
INTERIOR SIDE SETBACK: 0
REAR SETBACK: 15'
PREPARER:
NORRIS, KUSKE & TUNSTALL ENGINEERS
SOIL TYPE:
Mu
100 YEAR FLOOD BOUNDARY:
OUTSIDE 100 YEAR FLOOD BOUNDARY
CONSERVATION OVERLAY DISTRICT:
NONE WITHIN SITE
HISTORICAL SITE:
NONE
CEMETARY:
NONE
FORESTED AREA:
NONE (SEE PLAN)
WETLANDS:
NONE EXIST ON SITE
ENDANGERED SPECIES/HABITAT:
NONE REPORTED
NEW BUILDING EXPANSION: 2,500t
SF
SERVICE BAY: 425±
SF
WASH BAY: 425±
SF
SERVICE BAY: 485t
SF
TOTAL.• 3,835f
SF
BUILDING HEIGHT: 20'
BUILDING CONSTRUCTION TYPE: VB
EXISTING IMPERVIOUS AREA:
286,370 SF (6.57 AC)
NEW IMPERVIOUS AREA ADDED:
565 SF
NEW LANDSCAPE AREA ADDED:
585 SF
POST EXPANSION IMPERVIOUS AREA: 286,350 SF (6.57 AC)
MERCEDES OFFICE SHOWROOM
AND GARAGE EXPANSION: (2,925 SF) 22.03% OF EXISTING BUILDING
GARAGE EXPANSION: 11.5% OF EXISTING BUILDING
PLANS. \ `
- PROPOSED GARAGE BAY
OVER EXISTING IMPERVIOUS`, \ 13Ss�Oq�
SURFACE, 425 SF.
cos E`
—REMOVE EXIST. ASPHALT, CURB
AND GUTTER, AND EXISTING
CONCRETE PAD (RELOCATE EQUIPMENT)
FOR INSTALLATION OF NEW WASHBAY.
INSTALL NEW 6" CONCRETE AS SHOWN.\
SEE 6" CONCRETE DETAIL
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9S0 Se j� \.
PROPOSED WA9WBAY
425 SF.
t,
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PLACE EROSION CONTROL\
AT EXISTING DROP INLET. \ .
TYPICAL SEE DETAIL
o �\
\ 5 .
71E NEW CURB AND GUTTER
INTO EXISTING CURB AND GUTTER.
OPMREMOVE EXIST.
ASPHALT, CURB
AND GUTTER.
0011.ks INSTALL TEMP.
SILT FENCE.
r " �
PROPOSED GAS LINE RELOCATION <`"r„
CONTRACTOR TO CONTACT GAS
COMPANY PRIOR TO RELOCATION.
FIELD VERIFY SIZE AND LOCATION.
EXISTING
STORMWATER
POND
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08027
DES. JST
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ryr �+T �-y DATE acauaa 2:
A'LL:..•C EIVED em%"'�ixp CA/?o
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MAY 9 2 2008
BY: 1m1i
S. To
SCALE: 1" 40'
0 40 80 120 � 1

GENERAL GRADING AND UTILITY NOTES:
}
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NOTES:
1. S11
2. C(
3. TH
4. W/I
5. J1
6. PF
7. RE
NIIIt1:1
4 GA 6x6 MESH o a
TANDARD FABRIC I
STEEL OR WOOD POST
- WIRE MESH FOR STANDARD FABRIC
- STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LIBIN TENSILE STRENGTH FOR STANDARD FABRIC
AND ib LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4, WOOD POST SHALL BE A MIN. OF V IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN /9 WIRE STAPLE
1" LONG OR RE WIRES.
TEMPORARY SILT FENCE
NTS
r
EMPTYING STRAPS,
TYPICAL 2 SIDES.
REMOVAL FLAP POCKETS,
TYPICAL 4 SIDES.
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
BASIN OR DROP INLET. THE SILTSACK WILL BE
MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
PROPOSED CATCH BASIN OR DROP INLET.
2. TO INSTALL THE SILTSACK IN THE CATCH BASIN, REMOVE
THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE
FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE
THE GRATE TO HOLD THE SACK IN PLACE.
3, THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
THE RESTRAINT CORD IS NO LONGER VISIBLE.
4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1"
DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF
THE SILTSACK.
5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENTS
WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LIFT
STRAPS (CONNECTED TO THE BOTTOM OF THE SACK) AND
LIFT. THIS WILL TURN THE SILTSACK INSIDE OUT AND EMPTY
THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
SILTSACK TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE
BASIN.
': ; •.; ::, SILTSACK MANUFACTURED
BY INC.0 ENVIRONMENTAL
A R APPROVED EQUAL
FIRE LANE GUIDELINES -City of Wilmington, NC
When Required
Fire lanes, when required, shall be designated on both sides of the road if the road is
less than 26 feet in width. If the road is between 26 feet in width and 32 feet in width,
one side of the road shall be designated as a fire lane.
Signs
o Required and must be spaced no further than 50' apart - -
i
o Must conform to the standards in the latest edition of the , PARKING
Manual On Uniform Traffic Control Devices (MUTCD)
published by the Federal Highway Administration (FHWA)
o Minimum size is 12" wide by 18" tall, red on white [�
o MUTCD sign R7-9 with "FIRE LANE" wording (shown at t
right) is the recommended sign layout I A A 1 E
o Other similar MUTCD standard signs may be acceptable LAMI V
o Sign must be facing Fire Lane traffic
o Minimum mounting height of 7' measured to bottom of sign
o Lateral clearance of 1' to 5' from edge of fire lane to edge of sign
Pavement Markings
o Must conform to the standards in the latest edition of the MUTCD
o If used, all lane markings shall be white in color, except optional word message
"FIRE LANE" can be used to supplement the white lane markings and shall be
red or white letters 8' or larger
o Minimum line widths are 4" for longitudinal lines and 8" for diagonal cross-
hatching
o If used, curb markings shall be white in color and shall include the word
message "NO PARKING" and/or "FIRE LANE" in red letters 4" or larger
o Word markings shall conform to the Standard Alphabets for Highway Signs and
Pavement Markings published by the FHWA
�CHJ. SPACE SAME AS SIIDEWALLK OTHERWISE.
6" IN IASTE3P WHERE IT ABUTS PAVEMENT
T (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
TUf1ES AND AS NOTED ON SITE PLAN.
15 HLDG. FELT BETWEEN WALK AND ADJACENT
PLM
SIDEWALK- DETAILS
NTS
TOOLED
CLASS A CONC.-�
'2' EXPANSION ASPHALT
TINT MATERIAL
1/4"A" DEEP w/AN TYPE ABC STONE
F_1/8"R TOOLED JOINT 4" TYPE ABC STONE -
COMPACTED SUBGRADE -
SILT SACK * USE AT EXISTING DROP INLETS
IN PAVED AREAS.
NTS
2'
- I- 1 1 /2"R
1'-6" 6"
CLASS A CONC.
3"R , d ' 3 a ASPHALT ° R
0 3"R
a a
° 1 TYPE A STONE o
EXTEND 6" BEYOND 4" TYPE ABC STONE -
CURB &GUTTER COMPACTED SUBGRADE i 00 i i-
SPILL OFF CURB SECTION
CONTRACTION JOINT fC.J 1 NTS TYPE ABC STONE SHALL
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
1 1 /2"R
TYPE ABC STONE SHALL
EXTEND 6" BEYOND
CURB & GUTTER
FLOW LINE CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
1. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE EXISTING
SITE ELEVATIONS AND INVERTS PRIOR TO BEGINNING CONSTRUCTION.
CONTACT THE ENGINEER FOR DIRECTION AS REQUIRED DURING
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
RELOCATION OF ANY EXISTING UTILITY POLES / GUY LINES, LIGHT POLES,
TELEPHONE PEDESTALS WITH THE OWNER AND THE APPLICABLE UTILITY COMPANY
AS REQUIRED.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING
UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO
BE BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS
AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL
MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS
RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE
TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING CONSTRUCTION. THE
PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE
OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT
CLOSEOUT.
5. MAINTAIN A MIN. 10' HORIZONTAL SEPARATION AND 24" VERTICAL SEPARATION
BETWEEN THE WATERLINES AND SERVICES AND SANITARY SEWER LINES AND
SERVICES OR PROVIDE 20 FEET OF DIP FOR BOTH PIPES. ALL WATERLINES AND
SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF WILMINGTON
STANDARDS AND SHALL HAVE A MINIMUM OF 36" COVER. ALL SEWERLINES AND
SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE NEW HANOVER COUNTY
STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THAT
ADEQUATE FALL IS AVAILABLE FROM THE BUILDINGS TO THE EXISTING SANITARY
SEWER PRIOR TO BEGINNING ANY DEMOLITION OR CONSTRUCTION. SEE DETAIL
SHEET.
6. MAINTAIN A 5' MINIMUM HORIZONTAL SEPARATION AND A 24" MINIMUM VERTICAL
SEPARATION BETWEEN THE PROPOSED OR EXISTING STORM DRAIN AND THE
PROPOSED OR EXISTING WATER LINE OR SEWER LINE. SEE DETAIL SHEET.
CITY OF WILMINGTON STANDARD NOTES
1. CONTACT THE NORTH CAROUNA ONE CALL CENTER PRIOR TO DOING ANY DIGGING AT
1-800-632-4949.
2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES AND NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING;
3. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE
THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
4. ONCE STREETS ARE OPEN TO TRAFFIC, THE DEVELOPER SHALL CONTACT TRAFFIC
ENGINEERING (RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME
SIGNS, PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET
NAME SIGNS.
5. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
6. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE THAT ALL
TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. ADD A NOTE TO
CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION
IN THE RIGHT OF WAY.
7. ANY BROKEN OR MISSING SIDEWALK PANELS AND. CURBING WILL BE REPLACED.
8. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.
9. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET
AND THE STATE HAS GIVEN THEIR FINAL APPROVAL. CALL 343-3910 FOR INFORMATION.
10. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE
FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
11. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S CROSS
CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
12. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE ON THE
LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
13. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE
TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND
STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE AT ALL
FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
14. THE NUMBER AND SPACING OF DRIVEWAYS FOR ALL INTERCONNECTED SITES WILL BE
DETERMINED BY THE COMBINED FRONTAGE OF THE INTERCONNECTED PROPERTIES.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
4. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY MICHAEL UNDERWOOD AND ASSOCIATES, PA. AND PROVIDED BY
OWNER.
5. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
7. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
8. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
10. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
11. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE
AND ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO
CONNECT THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE
REQUIRED DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS
SHALL HAVE A MINIMUM SLOPE OF 1% AND BE SCH 40 PVC PIPE.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50, DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN
THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE
OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER
GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE
DROP INLETS.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH
8 FOOT STAKE SPACING.
4. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL
TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
5. INSPECT TEMPORARY SILT SACKS, TRUE DAMS AND BEAVER DAMS AFTER
EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE ANY ACCUMULATED SEDIMENT
AND PLACE IN THE DESIGNATED DISPOSAL AREA,
6. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE
CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW
THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE
VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF
THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
TREE PROTECTION NOTES
1. NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR
OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
2. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT
THE DURATION OF THE PROJECT.
3. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE
ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND
METHODS.
4. ANY TREES AND / OR AREAS DESIGNATED TO BE PROTECTED MUST
BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING
OF MATERIALS WILL OCCUR IN THOSE AREAS.
5. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION
FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
UTILITY NOTES FOR FIRE HYDRANTS
1. FIRE HYDRANTS MUST BE WITHIN 150' OF THE FIRE DEPARTMENT
CONNECTION.
2. THE FIRE DEPARTMENT CONNECTION MUST BE WITHIN 40' OF FIRE
APPARATUS PLACEMENT.
3. LANDSCAPING CANNOT BLOCK OR IMPEDE THE FIRE DEPARTMENT
CONNECTIONS OR FIRE HYDRANTS. A 3' CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE HYDRANT
CONNECTION AND THE FIRE HYDRANT.
4. FIRE HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO
CONSTRUCTION OF THE BUILDINGS.
6. THE CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR
EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
7. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET
INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE
BY VEHICLES.
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�

OUTFLO%A PItE
(t+ODtA MAY. -_
P
TRAFFIC BFJ3CIN6. I ��rtrth� rt�� I .
L - Iuf-lul lUl- lul- J .
P
PLAN
FINISIiE�r,RADE� CONT cot4M CoPIN6
PAVEMENT
PRECAST CONC. I r
FSRICIC OR cmu `r
w
FOOTING
:. s
"4 8ARSm 12'O.c go E.W.
COMPACTED SUFX RADT�
SECTION
A CATCH BASIN DETAIL
NOT TO SCALE
MAN HOLE
RING 1, CON
6�
KNISH
GASKET
o A
cRUiHED
S7cf46
❑ S.D. MANHOLE
u NTS
1 Nolk"AL POND LEVEL.
U0 ROC)r, CLASS A EROSION
11 CONTROL STONE
� 1
G SECTION
TRASH
PROPOSED Slot•E
SCREEN ssCURED
0 SOX
8 Z -oY 2'-0„/ 8,
- - BRKKoRG1t11
\
(1 o Fvc
PIPE W1 SC-REENED INLET, N DW F.L LoTN
Env.
�-
oRIFI[E tNH.
t
31. p
V T
INVERT
4Tt
OUTLEi'E T Pl
FobTNG
14 BAa l e 12+O.C. , E.W
.
F POND N.T.S. OUTLET - -
-
�i 51GIN A"I-6
iSo�o s16NslbN �J
1� slsN R't-(3D
POLE OR t'ENCE
r• MouN1ED
FW 110Eb GRADE
rirrP1isic�//�oY9Wa`,1&4 1 lid t►�
111�:
HANDICAP SIGN
NT3
SEDIMENTATION AND EROSION CONTROL NOTES:
1. AREAS UNDER CONSTRUCTION: ALL DISTURBED AREAS SHALL BE
NONEROSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OR 120
CALENDAR DAYS AFTER COMPLETION OF WORK, WHICHEVER PERIOD IS
SHORTER.
2. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) HORIZONTAL TO
ONE (1) VERTICAL UNLESS OTHERWISE INDICATED.
3. CONSTRUCTION SEQUENCE:
A. CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO
CONSTRUCTION ACTIVITY
B. DETENTION POND SHALL BE INSTALLED DURING ROUGH GRADING
C. CATCH BASIN TRAPS SHALL BE INSTALLED UPON COMPLETION OF
INLETS PRIOR TO FINAL PAVING
D. FLARED END SECTIONS AND RIP -RAP TO BE INSTALLED UPON
INITIAL INSTALLATION OF PIPING.
4. SOIL ADDITIVES:
A. FERTILIZER: 8-6-8 COMMERCIAL GRADE, 20 LBS/1000 SQUARE
FEET
B. LINE: APPLY 100 LBS PER 1000 SQUARE FEET
C. FERTILIZER AND LINE SHALL BE UNIFORMLY DISTRIBUTED TO A
DEPTH OF AT LEAST 2 INCHES.
5. SEEDING:
A. NOVEMBER THROUGH MARCH -
BERMUDA (UNHULLED) 20 LBS/ACRE
RYE 50 LBS/ACRE
FESCUE 80 LBS/ACRE
B. MARCH THROUGH NOVEMBER -
BERMUDA (UNROLLED) 30 LBS/ACRE
FESCUE 80 LBS/ACRE
C. BROADCAST SEEDING: APPLY AT RATE OF 5 LBS/1000 SQUARE FEET
B. GOOD STAND OF BRASS: INSPECT ALL SEEDED AREAS AND MAKE
NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON. IF STAND
IS OVER 60 PERCENT DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME,
FERTILIZER AND SEEDING RECOMMENDATIONS.
6. ALL STATE AND LOCAL CODES SHALL BE ADHERED TO. IN THE EVENT
ACTIVE CONSTRUCTION EXCEEDS THIRTY (30) DAYS, IT MAY BE NECESSARY
TO INSTALL SILT FENCING OR OTHER ADDITIONAL MEASURES AS MAY BE
NEEDED TO CONTROL SOIL EROSION,
INV . 35.i.3
f- OHP
.I
24 ¢ 140I IF _T
>IDEWAL.K -
Pipe Outlet to Well-defined
Channel
), In swell -defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
z. A filter blanket or filter fabric
should be installed between
the riprap and soil foundation.
1T=14E
Filter
blanket
FLARED END SECTION
N
2 ^4-PRE A- -/ _
'jREgTFD SUITS
L7
POND INLET"
l�cw wC _
OST GU11>E$
PEA -GRAVEL -
TREATED POST
cD
v
Cs+ ( -0
im (TYtI C E T1Nla 70 HATGH
a
v
- o
D CURB CUT
N7-s.
H INLET BAFFLE
NOT Tb SCALE /
I f-
PAII•iTED
STRIPING
- - \- - - B S.D.
ANFIDLLS
DP AO'
�v
_ RELOCATE
/EXIST. L14HT PeLE EXIST INEc
(TYP.) / W 'T WIDER NEAR ST I DRAIN
STALL', to' (WIN-) I ft"cwF EXIST. /
-
AO- FAIRFIELD INN PROPEKT'f;�,
1
r
W
W
n CONSTRUCTION ENTRANCE
L r1r s
Summary of Built -upon Areas:
A. Permitted via DEM Permit 920913 and City SW Permit 92048
Total Drainage Area = 1.82 Acres = 79,279 SF
Proposed Built -Upon Area = 55,774 SF
Resultant Built -upon Percentage = 70.35 %
B. Modified Plan as Shown
Proposed Built -upon Area = 54,980 SF
Resultant Built -upon Percentage = 69.35 %
Resultant Built -upon Area Reduction = 794 SF
A+ I•i•l+'• --7
t• .1•
7
CNP[S-,[Q,M
TARO DRAIN
STORM INLET SEDIMENT TRAP
illlli�llllill�lll
I I I I 001611 „� � I I I I I I I .I I I I kk
t t
-
XISr. PARKING ERSEMENT
1
I
1
GENERAL NOTES:
1. SITE SURVEY INFORMATION FURNISHED BY MICHAEL UNDERWOOD AND
ASSOCIATES, P.A.; LICENSE NO. L-2962.
2. ALL CORSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL
STANDARDS; CONSTRUCTION WITHIN RI6HT-OF-WAY SHALL BE IN
ACCORDANCE WITH N.C.D.O.T. STANDARDS.
3. ALL DIMENSIONS TO FACE OF CURB OR EXTERIOR WALLS; ALL ANGLES
90 DEGREES ALESS OTHERWISE NOTED.
4. BUIL .N6 AINA : B H R N C ER SA S OF CE F
D WAGE 0 B AND D VI BUTT S AN DOWN OUTS R ON ' NTEfj
NSP TS D CHAR TO RD T PA V ARE ; ALES FFI
DOWN DOTS/f0 B CHAR TON D TH ETEN ON P D.
5. PARKING LOT PAVEMENT MARKINGS TO BE WHITE.
6. HANDICAP SIGN SHALL BE PROVIDED AS SHOWN ON DETAIL THIS
SHEET. WHERE PARKING STALL ABUTS FENCING, BOTH SIGNS SHALL BE
PERMANENTLY MOUNTED AT THE REQUIRED HEIGHT TO THE FENCING.
7. TIE\J SALES FWD SER,4%m tsLWr .To HA"E 6,%y T RS AND
CovJNS'Wur W� PIPIA161 WTD S-TORPL-.E 'FbND COLLEGT"for.(
TRACT PitOPERI-'( LINE - -
S 34. 1420\11
--
I4- j 0V q 0
u2vcf V
HOP.
VICINITY MAP
N T.S.
(1) Designer's Certification
21 hereby certify that this plan has been prepared in accordance
with the latest Wilmington Standards and Specifications for
Stormvater Management and Chapter 20 of the Code of Ordinances of
the City of Wilmington.'
Signature: -
Printed Name and Title:Q John K. Klein. PE
Date: 1-1'f-17- Registration No.: 14109
(2) Developer's Certification
'I hereby certify that any clearing, grading, construction or
development, or all of these, will be done pursuant to this plan
and that the applicable Stormvater Management conditions and
requirements of the City of Wilmington, the State of North
Carolina and the Fede l Government and i s agencies are hereby
made part of this p '
Signature:
Printed Nam and LIP Robert -President
Date:
IORM'OATLR
n E C E I V E D
Iun�Sf OCT 2 51996
PROJ S.�J.L.L_
N
� A+L
I
a .
I
LANDSCAPING NOTES:
1. GENERAL: ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH CITY OF
WILMINGTON kEQUIREM;:NIS.
tiD
2. TREE PRESERVATION: A MINIML'N 15 REGULATED TREES (2-INCH
CALIPER) PER ACRE SMALL BE PROVIDLO. TOTAL AREA BEINa DEVELOPED:
1.74 ACRES r 15 TREES = .6.1 OR 27 TREES TO BE RETAINED OR
IPROVIDED. ANY TREES PLANTED WITHIN EXISTING CPBL 7ASEMENT SHALL
BE SMALL VARIETY TO AVOID CONFLICT WITH OVERHEAD ELECTRIC.
3. STREET YARD MINIMUM REQUIREMENTS: FOR EVERY 50 LINEAR FEET
OF FRONTAGE, OR FRACTION THEREOF, ONE (1) SHADE/CANOPY TREE OR
THREE. (3) FLOWERING TREES PLUS SIX (6) SHRUBS 18-INCHES MINIMUM
AT DLANTZNG. STREET YARD SHALL BE INSTALLED FOR PHASE I
CONSTRUCTION. NOTE: TREES TO BE CONSIDERED FOR TREE
PRESERVATION SHALL BE MINIMUM 2-INCH C/LIFER AS REQUIRED.
6` 4. PARKING FACILITIES WITHIN 50 FEET OT R16HT-OF-WAY: ONE (1)
ROW LOW BUFFER CONSISTING OF EVERGREEN SLABS, MINIMUM 18-INCHES
AT PLANTING, NOT TO EXCEED 36-INCHES.
5. INTERIOR PARKINe LANDSCAP:NG: MINIMUM EI3HT (9) PERCENT OF
GROSS PAVED AREA SHALL BE LANDSCAPED. ONE (1) TREE EIGHT (8)
FEET IF HEIGHT PLUS SIX (6) SHRUBS PER FIFTEEN (15) PARKING
SPATES. AT LEAST FIFTY .50 PERCENT OF TREES PLANTED SHALL BE
S%E/S.'NOPY SPECIES AND NO MORE THAN FIFTY 150 Pt:4ENT OF THE
TREES RtPUIRFD SHALL 9E -(E SANE SPECIES.
CUNCECUTIVC F-RKAO SPACES SHALL INCORPORATE LANDSCAPE
ISLANDS NO MORE THAN FIFTEEN (15) SPACES APART AND LANDSCAPING AT
ENDS 6F ALL PARKPIfi 1JWS. MINIMUM ISLAND DIMENSIONS: EIGHT (8)
FEET WsDE MEASAED FROM BALK OF CURB/BARRIER TO BACK OF
CURB/BARRIER, 100 SQUARE FEET. ALL LANDSCAPING AREAS SHALL BE
PROTECTED FROM VE41CULAR TRAFFIC VIA CURB AND GUTTER, CURBING,
CROSS TIES, FENCING ETC.
6. RESPONSIBILITY: UPON COMPLETION OF CONSTRUCTION, THE OWNER
OR DWNERIS REPRESEN'.'IVE SHALL BE RESPONSIBLE FOR MAINTENANCE OF
THE LANDSCAPING TO INSURE SURVIVAL OF ALL PLANTING MATERIALS.
1. DETENTION POND LANOOGAPINS: PN1UN To 11451ALLA110N, A
PLANTING PLAN MUST OF APPROVED BY THE CITY OF WILMINGTON PARKS
AND RECREATION DEPARTMENT.
LEC�EhID
E:(IsTtNG
ITEM
PROPOSED
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