SW8020503_APPROVED PLANS_20040323

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

FIFTH AVENUE
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FOURTH I STREET
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NTS
(1) Designer's Certification
"I hereby certify that this plan has been prepared in
accordance with the latest Wilmington Standards and
Specifications for Stormwater Ma agement and Chapter 20 of
the Cade of Or ces the Ci of Wilmington."
Sianat ,re: _
Printed Name a d Ti le: P..i lip Tripp,-p.E.
Date:��� Re3istration Number: 17<74
(2f Owner's/Developer's Certification
"I/We hereby certify that any clearing, grading, construction
or development, or all of these, will be done pursuant to
"_his plan and that the applicable Stormwater Management
conditions and requirements cf the City of Wilmington, the
State of North Carol'pa and the Pederal Government and its
agencies are here mpde part of this plan."
Signature:
Printed Narge an Ti le
Date: 2 , C%1
NOTES:
1. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE M
CALL 910-343-3910 FOR MORE INFORMATION.
3. 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 DEVELOPERS' SIDE OF THE WATER METER BOX.
4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY 'S
CROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION.
5. ALL DUMPSTERS AND HVAC UNITS SHALL BE SCREENED TO CITY OF WILMINGTON
STANDARDS.
6. ANY BROKEN SIDEWALK PANELS SHALL BE REPLACED.
7. ALL SIGN & PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON TRAFFIC CONTROL DEVICES) STANDARDS.
8. TREES TO BE PROTECTED DURING CONSTRUCTION
9. BUILDING DESIGN TO COMPLY WITH CITY OF WILMINGTON 20/20 GUIDELINES
10. CONTRACTOR TO MAINTAIN PEDESTRIAN TRAFFIC ALONG 3RD STREET.
11. STREET TREE PLANTING/1 TREE PER 30 LF OF FRONTAGE MIN.
12. CONTRACTOR SHALL FIELD VERIFY UTILITIES PRIOR TO INSTALLATION. NOTIFY ENGINEE
WITH CONFLICTS PRIOR TO ORDERING MATERIALS. COORDINATE: CONNECTIONS WITH CITY 0
WILMINGTON PERSONNEL
13. ROOF DRAINAGE TO BE ROUTED TO ANY OF THE INFILTRATION TRENCHES.
14. TREE CANOPY PROVIDED BY OWNER.
15. PROJECT IS LOCATED WITHIN 'CBD' ZONING, NO PARKING REQUIRED WITHIN THIS DIS
EXIST. CURB CUTS ARE TO BE CLOSED
51.45 (PER CITY STANDARDS) UPON COMPLETION
„ SS SS -EXIST. I SS � OF PRO�ECT, SS SS SS SS I SS --�--
6" CPP LATERALS SDMH NO.2 6" SAN SEWER SERVICE TO BE PROVIDED
e? 4t�1 ET (10'O•C. TYP) RIM 53.25 BY THE CITY OF WILMINGTON.
INV. 51.25 f
- - - -
TIE -fiTfi6 M51'=-WATEoZ7i+IA1WGQiTT-
D.I. N0.1 lea. N0.2
-
rss ,s. f (1 } 2" WATER SERVICE w,/BACKFLOW PREVENTION,
RIM 53.25 RIM 53.25 (1) 4" SPRINKER LINE
7A INV. 49.0 INV. 49.0 � (COORDINA WITH CEF WILMIN TON ENGINEERS -TO
�r " W WATER LINES WITH INSTALLATION �6 SEWER MAIN) I
may, ►7. �' L ,6 P.P.
s�.ca °? ° W.M. 1jV.IVI. s�sz� 5 EXIST. W.M. `n F OHE EXI`.iT. F.H. ,, oHE
° ° sz.,� ,; .s-K z- s� s, f P.Ie EXIST. W.M. s5
28
s w� s j
C Qd G G , C 'n
v e x� . EXIST. 5"'SIDEWALK c S 5 7, „E a. a p EXIST. 5 $IOEWALK.4 ;i.,z r
°
53.02 w" s _, 1.3. 4 R/W I
P.P.
'..a5
LIMITS OF DISTURBANCE
SDMH N0.1 °
°M 53.25 j
. - NIV. 51.25 `4. Z
42
FUTURE SITE DEVELOPMENT _ uV
a - ( a_ ;U
_ I 50'XIi7' 53.37 U � OO O O w
W
TRENCH 'A' N. (n �
W U o o o =
g1-q1 5,.76 W V I F m+ pp����� gym ITI N = z_
t W Z 53,09 _ �sv�(� a ., , I U- w 0 O
Z D.I. N0.4 m
N �: RIM 53.25 9'000 SF I [a W cn o r
F F. w m N I - - I INV. 49 0 £LEV. 53.5 n- s oz n .,`T� yr
z 1= UTU PEDEST IAN WA W Y cn w .� W.
z o L_.. SDMH NO.4 � M -t w z P.P.
- - RIM 53.0 (DC14 Ld Z
4 fr INV. 51.1
m Z Q
QOQ
s3' DMH NO.3 �L " a T r Z N
RIM 53.5 " I Q g
s , INV. 51.0 _- z
53.44 ( O O 1
Q
I' RIM 53.25 cP TRENCH 'AB'
INV. 49.0 - �-
o SDMH NO.14
�� RIM 511
cc
N/F JAMES DAVIS � I INV. 50.80
�. -- _ -- -,- cf.L" NO.14 rn
D.B. 1322 PG.0982 C" - ;' - ' ' - 2"£P
LANDUSE NOT AVAILABLE I ° 1 I I i RIM 5 9 0
NV 4
ZONING CBD
" 50' TEMPORARY GRAVEL
s 5 99 I i ico`L1�PROTECT EXISTING TREE js 3s .�CONSTRUCTION ENTRANCE
(SEE DETAIL) - _
ID.I. No.13 �
D.I. N0.5 --- REM 53 fl� r
Il54\ RIM 53.0 - , _1I to .r Nl�. 49.0 LIMITS OF DISTURBANCE
fahb\ ��ti 54. SDMH NO.5 o
N/F HAROLD TYNDALL II f °��� RIM 53.0
D.B. 1511 PG.0349 « / EXISTING i N JNV. 50.6 '
0
1
LANDUSE NOT AVAILABLE 5,875 SF I A E
BUILDING 4hfAAY _�4PE, S - J
ZONING CBD I _ 1 DMH No.s
f I RIM 53.25
� F. 54.5 5 ° � � K. 50.0
51 45 . � 74 0 57�f1F - �. I I � �.wc�v+•rwaw - �y xwv+rwi*nm..n ,;�...-'+aw.�
PROTECT EXISTING TREE ° 54.71 r 1 - i 48 -46-• - I P.P.
(SEE DETAIL) } f I 1 NOTE:-45-�
5374 J ; 1 INFILTRA �N & RMWATER SYSTER ,5.,,
N/F FRANK STUKES 8 °r.
T. D.B. 0664 PG.016 I s INST D TO I POINT. 175 �5� ` ,�
LANDUSE UNUSED - 4 MWATER EY D THIS POINT
ZONING CBD I 0- BEEN P D (PERMIT No.
. 80205 3) & BE INSTAI�E "LU
I ° 5d.22 f - -- - -� 53.8' ffH TH ON TION OF THE 44 \
ROPO D BU I
FUTURE SITE DEVELOPMENT
N/F DOROTHY SHEPARD v, /
D.B. 9903 PG.1695-
1 STORY FRAME
LANDUSE NOT AVAILABLE
DWEWNG ° 53.70 --� I_ / y
ZONING CBD P / �� P.• P.P.
r..?.63 �• 51 RAMP ��? r r .�. as-7.2 I .� v
d.
mX o. d, .-E)EIST.. a�' 1D 1:K NOPTsi CAROLINA
- 7: - - � ------ MAN i;MENT
F Z ' 43.79 a�. DiVISION OF WAT Efl
N/F STEPHANIE JOSEY �• UNITS HVAC :
TRACT. `, 5 4 D.B. 1988 PG.0580 0 _ �.. I Pau
SITE DATA
r
LANDUSE NOT AVAILABLE I _ r
EXIST. D.E. �- T
1 STORY FRAME j 43 49
ZONING C `�"c o SZ� `'' �' RIM 52.5 a I RIM 51. '?q� TRACT AREA 0.26t ACRES
F
„I NV. 48.5 - / INV. 48. P ZONING CBD
E+ ¢ 9,000 SF
s,.3c � _-._....j.� ' / HEATED FPROPOSELOOR OR SPACE BUILDING R� 40,398 SF
{ 97 f/ I I I
W3 .00 _` .1fi' I o 5135 - 5 / 1 FUTURE SITE D LOPMENT Q s� RESIDENTIAL UNITS 26
RETAIL UNITS = 2
APPR .'-7 CATION EXIST. CP&L U POWER L E EXISTING ��JIL-BIN sC� / , I LL f I I UNITS _
I g I 32 x46 / I 32 x55 32 x55 6fi x55 TOTAL NO
_ REQUIRED PARKING 0 SPACES
--�- I 50.95
f!� I o - - j DEL. 52.5 / '
t° 5 FLOORS HIGH � r
I I Q PROPOSED PARKING 0 SPACES
�+I I I BASEMENT BELOW GROUND ° ' l EXIST. D.I. EXIST. D.I. EXIST. D.I. REQUIRED LANDSCAPING 0 SF
5,.4} I : %[ ' XIST. I. RIO 47.0 RIM 47.0 RIM 45.0 PROPOSED LANDSCAPING 0 SF
oRIM 25 f INV 41.0 INV. 41.0 I I INV. 41.0 MEAN BUILDING HEIGHT 52'-0"
a I Ir rlz-- I s "
REVISIONS
Description lay
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rn FUTURE SITE DEVELOPMENT I I IW. 43.0a I I I I f z, MAX BUILDING HEIGHT 54 -4
EXIST. D.I. I I I CAMA LAND USE CLASS. 'DEVELOPED'
x I ¢ RIM 51.25 I EXIST' D.I. EXISTING BY-PASS
°0 4 I RIM�1�5" i.. -___.. j NO WETLANDS EXIST. ON THIS SITE
z INV. 47.50 I 541 " 47.50 ill 3 5 f I I AND OVERFLOW EXIST. SDMH TAX PARCEL # 31182081443500
OUTFLOW 47.75 „ .�.., RIM 44.0
I OUTFLOW 47.5 � 7 .. INV. 40.2 w PL*j PC-05I%�
- EXIST. C.B. „
3 - - �. RECEIVED
XIS I 35 IST.i�lyx5C r I 1 �_ 24" PP 1 24 CPP %°.,' / TOP 42.98 1 RCP
/ r ) " �--7
4 CPP 24 CPP "` -
s .5o ff r 10 x. 0 ' 1 F Q rt5 10 x9 ! C ff �., r INV. 39� 15 EXIST31 C.B.
I I EXIST. C.B. I " � � / - -- - - - � -� � - -
TOP 51.5 _;,APPR OCAT! XIST. ____ - X-, TOP 73
_-
3 INV. 48.2 �� - - -. ¢ P--- y XIST. 15 RCP XIST.�DE EXIST. 15"RCP 1 R II�C 39!10 DEC 8 2� FOR i f
EXIST. 1t S CK C 0 10 STREETY� A 10 UTILITY EASEWN
0 :f N 0 T IItV_ 43-5� - - _ - �- _ AP X. L CATION nW =
Nj _p ° �` EXIS 24" CP
'&sa Qa3� E>ISTING 5' 511]1 K N PR4,3 # :UU9 o�ZSQ __'• 17374
5 I I ;
EXIST 2" W 4 3 , < r �i :��jA . ....i.
1 k=RI�7� iU1�IF EXIST. H EXIST. SD IT E (I5T. SDMH w ° "�: -32- - - - EXISTING CONTOUR ��'�Gir�(((lt►�'' �
N RIM 9t.0 RIM 50.0 RIM 49.0 ` RIM '49.0 x EXISTING SPOT ELEVATION
_ IST. GAS LINE INV. 47.5 47.0 INV. 46.0 INV. 45.5 � EXIST. GAS LINE - G �44 2 W ��° PROPOSED SPOT ELEVATION
6 0----- - - - -77N 3`Eo4EF�iBARi%E3E6 - - � � DATE 12-01 03
r EXIST. SSMH °`"'"'"""" ""�
� It 05);,.,1" WATER SERVICES EXACT LOCATION[ UNKNOWN LIMEYS OF DISTURBANCE DESIGN PGT
I wl PAVED OVER !: n ; : � `
TSF X TEMPORARY SILT FENCE DRAWN JK
3rd STREET
C I
s.s.M.H. - BAR SCALE 1"=20` DATE PRINTED
EXISTING FIRE NOTE: THERE IS AN TOP 51.65
HYDRANT EXISTING FIRE HYDRANT AT INV. 45,05
TT�� **�� D EC �� 3 SHEET 1 OF 2
ALL CORNERS OF THE ��� 20' 10' 0' 20' 40' 60'
BLOCK SURROUNDING TRACT 1 = 20
03079
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FIFTH II AVENUE
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FOURTH
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THIRD
STREET _F
VICINI
MAP
NITS
SS
(PER CITY STANDARDS) UPON_COMPLETION
SS - _EXIST. 12' SS OF PR CT. 0 SS
6" CPP LATERALS SDMH NO.2
4th TMET (10'0.C. TYP) RIM 51, 5
INV. 51.Z5 � - D.I. NO.1 D. 1. NO.2
RIM 53.25 RIM 53.25
INV. 49.0 INV. 49.0
0
P.P.
W.M. W.M_ 1 EXIST. W.M.
- P.P:... EXIST. W.M.
EXIST. 5'° SIDEWALK a SA-7
a1, E714-
::..
6" SAN SEWER SERVICE TO BE PROVIDED '
BY THE CITY OF WILMINGTON.
S SS SS I SS
----TIE IN TO EXISTING WATER MAIN WITH
(1) 2" WATER SERVICE w/BACKFLOW PREVENTION,
1 4" SPRINKER LINE w 8ACKFLOW PREVENTION,, FEB 0
#806DCDA TO. BE LOCATED INSIDE PROPOSED BUtILDING.
(1) 4" GATE VALVE
�. (COORDINATE WITH CITY OF WILMINGTON ENGINEERS TO INSTALL
W WATER I IN WITH INS'kf I10N 0 _h"SEWERMA,IN� I
(2) 90- BEND
OHE EXIST. F.H. OHE OHE
EXIST. 5' smEWALK 4
RAW 60,90' I
(2) 90' BEND
z I P.P.
REVISIONS
Description I By
SDMH N0.1
73
LIMITS OF DISTURBANCEGo
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1
RIM 53.25
Lj
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INV. 51.25,
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FUTURE SITE DEVELOPMENT
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{I) Designer's Certification
� PROPOSED BUILDING f � � p 0 . .
"I ereby certify that this plan has been N D.I. N0.4 I O
prepared in cn cV Z a OOO SIF I - o m
RIM 53.25 � w V)
act rdance with the Latest Wilmington Standards and LL_N A F.F. ELEV. 5 r Z V �♦
Spe ifications for Stcrmwater Ma agement and Chapter 20 �f \ � , FUTU � PEDESTRIAN WALfCW Y INV. 49.0 w � o - W
the Ci of
Wi iminatnn. " Z O :(OPEN SPACE b. -.. SDMH NO.4 T
fire cede of Cr ces I )
Six atare: --�
�� RIM 530 N�3zcn
Pri ted Name a d ji _le: - F- i I.p Tripp, P.F- INV. 51.1 -
r
zT �Z
Dat Z Ze�i;trati n Numher: 1�?74 _ N
SDMH N0.3 Q o o
(=} Owner's/Developer's Certification RIM 53.5 I ' Z
INV. 51.0 - -
O k
e ?:erel�v certify that an - clearing, radin ccn�truction I � � = r"1
y y g, �, I� ! CGQ
or evelcpment, or all. -,,. these, will be done pursuant to I Q.I. NO.3 �J�j' 1 � I ' ' � a
_hi plan and that the applicak:]e St_�rmwater Management RIM 53.25 ` CP .II _ TRENCH AB
c.n iti.ons and require eats ct the City of �lilmir_gton, t ,e I INV. 49.0
Sta e of North Caro1,;na and Line Federal Government and its C) W co
atlel cies are her made part or" this plan." o SDMH NO.14 CQ
RIM 5125
Sigafore: N F DAMES DAVIS
N I�
- 4 -- / INV. 50.80 r ,�-�
pri fed Na 'e an Ti -i ' -c��[�Ct _ ---_ D.B. 1322 PG.0982 �I .: 2„CP' yr F�
D1 N014
Dar i 7 �= - - LANDUSE NOT AVAILABLE I DUMPSTER PAD w%ISCRE NINGQ N I t FS y
RIM 53 0 �✓ F-f
I / INV. 49.0 (PER CITY OF WILklNGTON RE M T } ZONING CBD 50' TEMPORARY GRAVEL < O
I I
PROTECT EXISTING TREE ti�f' �,. I ��p CONSTRUCTION ENTRANCE z
(SEE DETAIL)
Q ah
_ f D. 1. NO.13
Q.I. 'N0.5 _ RIM 53-0-- i
LI / 54\ RIM '53.0 ' LO N lr 49.0 I LIMITS OF DISTURBANCE li ® i i ' I CD
E �t
j INV_..4$.5 tii SDMH N0.5 � or . . '� � � F i
N/F HAROLD TYNDALL RIM 53.0 L' L. J G�'
D.B. 1511 PG,0349 / EXISTING 1 �*UTIJRE PEDESTRIAN I INV. 50.6 I---1 O
LANDUSE NOT AVAILABLE o BUILDING I, � WALKWAY (OPEN Sfr'A E) '
z
5,875 SF SDMH NO.6 J - -, i � n4 ..
ZONING CBD � I I RIM 53.25 - , ,gam +�
F. F 54.5
a, I U
n INV 50.0
� a
NOTES: U"
PROTECT EXISTING TREE ,� �a � � �---_"� _-- � �� _�a-4�__�-= 4-�--
P.P. C�
(SEE DETAIL) f NOTE: - _ - - - --4.5
1. ALL CONSTI� I �y
RUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE } �' � l INFILTRATIdN & RMWATER SYSTEM I
CITY OF WI MINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. N/F FRANK STUKES V ss 6 ! INSTALLED TO I POINT. E 4
2. PROJECTS ALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION LANDUSE4UNUS D16 I ` \ n �ST MMWATER , EY D THIS POINT 17� x �5 I ~' o
CONTROL R 7QUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL H BEEN AP D {PERMIT No.
REQUIREMENTS ARE MET. CALL 910-343-3910 FOR MORE INFORMATION. ZONING CBD I CL o
- ) BE INSTALIEO- _
3. IF THE CO TRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY `j S 80205 3 & W 44 I L)
IN ADVANCEFOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) I (NI i i j� ITH THL CON R TION OF THE
BACKFLOW REVENTION DEVICE ON THE DEVELOPERS' SIDE OF THE WATER METER BOX. I �,
PROPOSb U I .
co / i B
co
4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S T._ _ - �, , I p
"-� ! FUTURE SITE DEVELOPMENT I
CROSS CO NECTION CONTROL REGULATIONS. CALL 910-343-3910 FOR INFORMATION. N/F DOROTHY SHEPARD , , �,
5. ALL DUMPS ERS AND HVAC UNITS SHALL BE SCREENED TO CITY OF WILMINGTON D.B. 9903 PG_1695 I I 1 / " a)
LANDUSE NOT AVAILABLE 'STORY FRAME I t
STANDARDS. DWELLING ` ( / / / EI�••//
6. ANY BROKE4 SIDEWALK PANELS SHALL BE REPLACED. �, i
7. ALL SIGN PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET ZONING CBD ----- I / ' /I
.l RAMP --- P.P. P.P.
F■-*i
MUTCD (MANUAL N TRAFFIC CONTROL DEVICES) STANDARDS. ??o I i
8. TREES TO BE PROTECTED DURING CONSTRUCTION a . r d4.
9. BUILDING D SIGN TO COMPLY WITH CITY OF WILMINGTON 20/20 GUIDELINES a 0, / j w O
X �: �: E?�15 ...10 ID ZK , , �„ 1 I�
10. CONTRACTOR TO MAINTAIN PEDESTRIAN TRAFFIC ALONG 3RD STREET.
11. STREET TR PLANTING/1 TREE PER 30 LF OF FRONTAGE MIN. o
I N
12. CONTRACTOF SHALL FIELD VERIFY UTILITIES PRIOR TO INSTALLATION. NOTIFY ENGINEER I_ EXIST.HVAC J ' ! I ( ( a O co
CONFLICTS RIOR TO ORDERING MATERIALS. COORDINATE CONNECTIONS WITH CITY OF N/F STEPHANIE JOSEY < UNITS I I I I F-� +, 0 cp
WILMINGTON PER ONNI*L. D.B. 1988 PG.0580 o r -- J I I r W SITE DATA U� o LO Lo 6
13. ROOF DRAINAGE TO BE ROUTED TO ANY OF THE INFILTRATION TRENCHES. LANDUSE NOT AVAILABLE J I Y� o
14. TREE CANOPY PROVIDED BY OWNER. I STORY FRAME X �2- J � ~EXIST. D.I. ��' T � _ �_____ - � W TRACT AREA F-1 -*' � co co z
Lflwc o RIM 52.5 a I ! RIM 51. T I EA 0.26� ACRES �p
15. PROJECT IS LOCATED WITHIN 'CBD' ZONING, NO PARKING REQUIRED WITHIN THIS DISTRICT. ZONING Chi INV. 48.5 INV, 48. °j Ii ZONING CBD W i` �- W
16. CONTRACTO TO CONTACT BELLSOUTH (TURF ENGINEER RICK MANRIQUEZ I I/' I PROPOSED BUILDING AREA 9,000 SIF G' I
(910-392-8853 FOR ON SITE REQUIREMENTS AND CONSTRUCTION START DATE. F ¢I it I I HEATED FLOOR SPACE 40 398 SF +'
000
W i8 SYC r s _-- S '3�'00"E -.._ . 60.16' \'� / % } �j RESIDENTIAL UNITS = �26
17. CONTRALTO TO CONTACT NC ONE CALL CENTER (1-800-632-4949) TO LOCATE I 3 .00 , / I } FUTURE SITED LOPMENT a o, rn a
UTILITIES PRIOR 0 DOING ANY DIGGING. APPI� "LOCATION EXIST CP&L U.G POWER LINE EXISTING,BUaL9IN� �, I II ,1 , RETAIL UNITS = 2 Fx
- I / 32 x46 I r32 x55 32 x55 66 x55 w TOTAL N0. UNITS - 28 ,A,�� .,� QU
I / -F.F` EL. 52.5 x / 1 r! Q O REQUIRED PARKING 0 SPACES l�!I 1- 4 3
I I I 5 FLOORS HIGH I I PROPOSED PARKING 0 SPACES m O04
BASEMENT BELOW GROUND a' R lv� 47 pl I RIM 47 4. EXIST 1 RIM 45 flEXIST l PROPOSED LANDSCAPING REQUIRED LANDSCAPING 0 SF E""� di �+ �+ O
RIM EXIST�� 5 1 I E I I � G 0 SF " , �"'�
jI_ INVj 41.0 INV. 41.0 INV. 41.0 MEAN BUILDING HEIGHT 52� 0" „.
F- FUTURE SITE DEVELOPMENT I 4 a INY. 43.0 I I j I I I MAX BUILDING HEIGHT 54 -4
to I cN EXIST. D.I. i I I CAMA LAND USE CLASS. DEVELOPED i
RIM 51,25 I I I BY-PASSING NO WETLANDS EXIST. ON THIS SITE
wl EXIST. D.l. w_..
x a INV. 47.50 I I 50 I'. / RIM
1 I I I AND EXISTOVERFLOW TAX PARCEL # 311820814435000
OUTFLOW 47.75 RIM 44.0 SDMH
I I OUTFLOW 47.5 I �/ INV. 40.2 w
J / - - --�-- - -- - - - I F ! f i 4 CPP r EXIST. C.B.
_ �4" CPP
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03079

FIFTH AVENUE
50' TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
REVISIONS
DateI Description I By
IiJ
a
VICINITY MAP
NTS
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Certification Requirements �
The following certifications shall appear on all plans:
f1) Designer's Certification
"I hereby certify that this plan has been prepared in
accordance with the latest Wilmington Standards and
Specifications for Stormwater Ma agement and Chapter 20 of
the Code of Or ces the Ci of Wilmington."
,Signature:
Printed Name a d Ti le: PKiliTri , P.E.
Date: Z Registration Number: 17374
Iw1 owner's/Developer's Certification
":/We hereby certify that any clearing, grading, construction
r development, or all cf these, will be done pursuant to
tnJ s plan and that the applicable Stormwater Management
conditions and requirements of the City of Wilmington, the
State of North Carol' a and the Federal Government and its
agencies are here _ de part o this plan."
If
Signature:
Printed Na an Ti le
Pte: oZ
9 O�K— �7j I 'A�m -
I ND
o EXISTING STONE
(CONTROL POINT)
Q EXISTING GRID MONUMENT
(CONTROL POINT)
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SS 8" SEWER MAIN
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Ma. LIMITS OF DISTURBANCE
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DATE 08---15-02
DESIGN PGT
S.S.M.H. (INACCESSIBLE) APPROVED DRAWN JK
TOP 44.64 trORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
CiViGiON OF WATER QUALITY
Date I
Stormwater Pardlit No C 1
SHEET 1 OF 2
1 2W2 01 141

VARIES
#57 WASHED CRUSHED
GRANITE
4 - - - 2 _ INV_49.0
714' 70OX MIRAFI FABRIC
12- CPP (CORRUGATED 6' CPP LATERALS 10' O.C.
PERFORATED PLASnc PIPE)
TRENCH 'A' SECTION
NTS
FABRIC
c, a rr Lwr%n~Iru
PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN 'B'
NTS
L 10'
5' 5'
GRANITE
t700X MIRAFI FABRIC
INV.47.5 %U.0 22'
24- CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN 0C'
NTS
10'
5'
GRANITE
INV.43.0 � j24"
70OX MIRAFI FABRIC
i
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NTS
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CONIC. Cau-*, � �ASPHRLT PAVEMENT
1 ME VARIES w s-_... ..
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INTERFERENCE DROP INLET DETAIL
-„
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PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN 'E'
NTS
FRAME AND GRATE -
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(OR APPROVED EQUAL)
FABRIC DROP INLET DETAIL
rL \,rr k1.VHK1uVAItU
PERFORATED PLASTIC PIPE)
DETAIL TRENCH DRAIN 'NAB'
N
STD. MANHOLE RING AND COVER -
MINIMUM WEIGHTS: - -
RING: 208 LBS ;=
COVER: 120 LBS CORRUGATED, PERFORATED
TOP OF TRENCH OR PIPE SEE CORRESPONDING
SPILLWAY ELEVATION • : W DETAILS FOR SIZE do INV.
OUTLET PIPE SEE t ,
SITE PLAN FOR SIZE -.-PRE-CAST CONC.
AND INVERTS 12" MI . SEDIMENT TRAP
3 8
3000 PSI CONC.
D000a00o0a 000a0000000000000 000 0000000000000 NOTE:
8" STONE oanaoao000000000000o DROP INLET -QQ D O D O O O O O O O O O O O O O O
00 o a o 0 o a 0 o a o 0 0 0 o a o 0 0 o a
0��0^a�,0n -0„0, 0„ORO,.,O,.,Or,O^ r,o -0^0 ,,,armor. TRAP DROP FOOTING 12 dC
LEAVE OPENING AS SHOWN
FABRIC
f CUV
SEAL CLEAN -OUT
STACK w/DUCT TAPE PVC OR CIP
(SEE NOTE 2) f� 1/8' BEND
PVC OR CIP SEWER MAIN
PLUG w/4` SINGLE TEST
PLUG w/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE OR WYE
(SEE NOTE 1)
NOTES,
1, SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAIN` LAID BY THE
CONTRACTOR,
2. THESE ITEMS Si-vO L BE INSTALLED WHEN
NO HOUSE CONNECT' ­1 IS MADE AT C.O.
GUIDELINES FOR STAt Y7ARB CLEAN UUT
SANITARY SEWL-R /- `USE SERVICE
NTS
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MMPORARY--FMRI9­-DR9E!-jbjLff EROSION CONTROL
NTS
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as 1
,. 1
OUTLET PIPE SEE
SHEET C1 FOR SIZE
& INVERT
3000 PSI CONIC.
CORRUGATED, PERFORATED
oAIs CORRESPONDING
a' 21o' f DETAILS FOR
NV.MIN
PRE -CA ST CONC.
s 12' Mill. SEDIMENT TRAP
STANL:ARD SIDEWALK DETAIL
His
2. - 3_ XN.
COARSE AGGREGAT' ,�
TEMPORARY GWELLED
CONSTRUCTION I" 2TRANCE
NTS
NOTE
1. Iomm an MAY RUSE t►Ri" mm MA x. comm 1' P lum
2. CONTRACTOR MAY USE -CENTRIC M.H. UNIT
•
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3'-3- MILL 3'-1 3 ` MIN.
MH RING$
SECTION
STORM DRAIN MANHOLE DETAIL
HITS
,
STEEL OR waoD POST
WIRE FMM
1MIL 12-1/2 QL 'i; FIVER FABW
/KTERMEIMTE W r
AS DIRIDCMEDT��TEER
NOTES:
T• � FABOIC SMALL BE A KwEE A mipi. O SW LNI W�WIC�SwWM 12 STAY
SPACING.
2. FABRIC SHALL TE FOR EROSION COMM 90 WL OF
I N F I LT RAT I 0 N D R 0 P INLET OVERFLOW IRaoao°° a000aova. ° °°0i;° ,waa � . ADE 1H 1ELY R E WI FA4IENED
B' STTMIE--y00000000000000000°0 000 000°00000°00o p AOEOtM7ElY 70 RE 1MiE FABRIC AS 8Y THE
;o°o°o°o„o°o�o�o-0-0 moo° °o�o°a-0205° E N6INECIL D cIEO
NTS
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
PENSACOLA. BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON ButmunAGRASS 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDECRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER AMMING TO SOIL TESTS. OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 Ib/ocre 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/erne GRAIN STRAWOR EOUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT. ROVING. OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
RUIERI UZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERK EA AND MOW AS OFTEN AS NEEDED.
ASV 7I.A.-
CROON OF TREE IS NEEDED FOR LEAF
' GROWTH TO PRODUCE OXYGEN. FILTER
r' a %SOW FTIL APPEARAIICESE.
' DO HOT DISFIGURE CROWN WITH
INSENSITIVE PRLNIIGI
r '
1 ' IPLINE
IMAGINARY LINE
r i DIRECTLY BENEATH TREE
EXTED nib OUT TO THE
TIPS OF TIE allTERMOST
�I PLAIN
r �
WIA OARRI
LSTaCLVAL5TRUCTT LOCATEDHEIGHT ABOVE GRADE.
�FLEDEiT`RUNK
ROOTS NEAR BASE OF TARE SEE NOTE I.
FEEDER ROOTS AfIE LOCH ABED TO GIVE SUPPORT TO
AT 'DRIPLINE' OF TREE ENTIRE TREE. IF REMOVED,
AND PROVIDE TREE WITH TREE RTY. LAND DAMAGE
MOISTURE AND NUTRIENITS. � TE 2 E NOTE 3
SEE NOSE I E NOTE 3
TRW PROTECTION OUTING CmWmCTiON
1. CLEARLY MIRK THE TREE 10 BE SAVED PRIOR TD CONSTRUCTION AND ERECT A
PROCETWE BARRIER AT THE DRIP LINE. DO NOT COMPACT SOIL BENEATH TREES.
NO VEHICLE SIALL BE ALLOWED TO PARK UNDER TREES. NO HEAVY MArrRIALS
SHALL BE STORED BENEATH TREES. RESULTS OF COMPACTION CAUSE vstn AND
AIR HOT TO READ! THE ROOTS AMD THE TREE WILL DIE. THESE 'r`R' !% ROOTS,
OCCUR WELL AUAT FROM THE BASE Or THE TREE To THE EDGE OF -r- :`tR EAD
BRAMCR CANOPY. DAMAGING THE BARK WITH LTAYONEiRS. COMSTOV 'a. EOUIPknff,
OR ANYTHING ELSE IS PRO1415ITED. THE PROTECTIVE bARRIER "+' PREVENT
DAMAGE FROM OCCtRIN6 DURING CONSTEXT,ON.
2. ND CUTTING OF LARGE STRUCTURAL ROOT5 LOCATED NEAR THE BASF' -;.. nE
TRUAK. REMOVAL it THESE ROOTS ALONG ONE SIDE 15 OFTEN DONE
BECAUSE OF A WALK, PAVING OR BUILDING MICH 15 BEING CONSTRUCTED
THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING HT UPRIGHT
IN HIGH WINDS.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROW DURING MUVATION.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
ALL TREES TO BE SAVED
WITHIN AFFECTED AMA
N® TO BE PROTECTED
PRIOR TO AID DMINIG
CONSTRUCTION.
PROTECTIVE BARRIER
SHOULD NOT BE REMOVED
UNTIL CONSTRUCTION IS
COMPLETE.
® AREA TO BE PROTECTED
E7('STING TREE
RE-ROUR
NEW SIDEWALKS AROUND
EXPOSED AREA TO AVOID
CUTTINS. NEW WALK
NEW SIDEWALK OORR I.STRA16Hi L I NES CURVED
LEAVE NG AS SHOWN
3. STEEL POST SHALL 1E V-4' IN NEWIT AND BE OF THE
SELF-FASTE1ER STEEL ANME TYPE.
INFILTRATION ! N LET
4. WOOD POST SHALL BE A M K OF MY IN MWIT MD 3'
7°' °'"' F" '� F'S'EH'®
70 Post WITH NOT LESS THYW /I MARE STACILE
1 f/2' lAI1G
12 LaN
NTS
TEMPORARY SILT
FENCE
FALL -WINTER
NIS
VOTE WINTER do EARLY SPRING
PERMANENT GRASSING DETAIL
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
TEMPORARY FALL GRASSING DETAIL
TEMPORARY SUMMER GRASSING DETAIL
RATE (Ib/aeTlsl
SEEDING MIXTURE
SEEDING MIXTURE
TALL FESCUE (BLEND OF Two OR
Rye (grain} 120
Annual lespedeza (Kobe in
^ RATE (1bZacre)
SMES RATE Obloam)
THREE IMPRO14ED VARIETIES) 200
RYE (GRAIN) 25
Piedmont and Coastal Plain,
Rye (grain) 120
CERNMN MILLET 40
SEEDING DATES
Korean in Mountains) 50
Omit annual lespedezo when duration of temporary corer is not to extend
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNOMNEItA.SS MAY BE
WarriuTED AT A RATE OF 50 LB/ACRE
JANUARY - APRIL
beyond June.
SEEDING NOTES
AUGUST - DECEMBER
SEEDING DATES:
COASTAL NPLAN AUG.
PIEDMONT 15 AUG. 15-DEC 30
SEEDING NOTES
SOIL AMENDMENTS
Mountains - Above 2500 ft: Feb. 15-May 15
MOL1NpAINS -MAY AUG, G. 15
PEN" - MAY 1-AUG, 15
APPLY LIME AND FERTI.�I AiNCCQRD(ING TD SOIL TE315, OR APPLY 3.000-5,00D 1b/axe
Below 25W ft: Feb. 1-May 1
p��t _ Jan. 1-May 1
SOIL AMENDMENTS
COV15iAL PLAN -APR. 15-AUG 15
1,� /010 MMULTURAL FERTILIZEh USE THE LOWER RATE ON SANDY SOILS) AHA
Coastal Plain - Dec. 1-Apr. 15
FOLLOW SOIL TESTS OR APPLY 2.ODO LB/ACRE (ROUND AGRICULTURAL
LIMESTONE AND 1.000 LS/ACRE 10-10-10 FERTILIZER.
SOIL AMENDMENTS
MULCH
SOIL AMENDMENTS
FOLLON RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROW AGRICUL-
APPLY 4.000 lb/acre GRAIN STRAW OR EOLIMALENT CODER OF ANOTHER SUITABLE
Follow recommendation, of soil tests or apply 2.000 Ib/acre ground ogricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH. ANCHOR STIM BY TACKING WTIH ASPHALT. ROVING. OR NETTING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A 01% WITH BLADES SET NEARLY STRAIGHT CAN
GNWITH ASPHALT,
TR WBY BLADE5 SET TACKING
AP AY 4,000 LB/ACRE MULCH ANCHORING RAW.TOOANCHOR K STRAW
CAN BE
MULCH
BE USED As A MULCH ANCHORING TOOL_
MULCH
USED AS A MULCH ANCHORING TOOL
APPLY 4,000 LB/ACRE STRAIN. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
MAINTENANCE
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
MAINTENANCE
USED AS A MULCH ANCHORING TOOL
USED AS A MULCH ANCHORING TOOL
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 Ib/acre NITROGEN IN JANUARY
Repair and refertRize domaged areas immediately. Topdress with 50 !b/ocre
in If it to temporary
MAINTENANCE
OR FEBRUARY, 40 Ib IN SEPTEMBER AND 40 Ib IN NOVEMBER, FROM A 12-4-8,
16-4-6, OR SIMILAR TURF FFRTLUZER. AVOID FERTILIZER APPLICATIONS DURING
MAINTENANCE EN ANCE
of nitrogen March. Is necessary extend cover be nd
June 15. overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain
WARM WEATHER, AS THIS INCREASES STAND LASSES TO DLSE A<SE. RESEED. FERTILIZE,
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
or Korean (Mountoins) leapedezo in late February or early March.
REFEATIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTIUZE AND MULCH IM-
MEDATELY FOLLOWING EROSION OR OTHER DAMAGE -
AS NEEDED,
mediately following erosion or other damage.
EXI5TIWG TREE
PROTECTIVE
BARRIERS
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES 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.
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 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 PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY ARNOLD CARSON SURVEYING AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANf DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-I15, TYPE 111. FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUVCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DL"RING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. 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.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM' BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. 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.
CITY OF WILMINGTON
MINIMUM LANDSCAPE REQUIREMENTS
TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE.
STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF, 1 TREE
8 FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6
SHRUBS 18" MINIMUM AT PLANTING.
PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 ROW
LOW BUFFER EVERGREEN SHRUBS MINIMUM 18" AT PLANTING.
INTERIOR:
MINIMUM: 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED.
1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18" MINIMUM AT
PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION
THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE
LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE
THE ENDS OF ALL PARKING ROWS. MINIMUM 8 FT WIDE AND 100 SF
IN AREA. 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS.
BUFFER YARDS: HEIGHT rREQUIREMENTS
TREES - 8 FT MINIMUM AT PLANTING 2" MIN. CAL.
15 FT MINIMUM MATURE HEIGHT
EVERGREEN SHRUBS - 36" MINIMUM AT PLANTING
6" MINIMUM MATURE HEIGHT
FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING
6 FT MINIMUM HEIGHT ALL OTHER
VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS.
PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT
MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.)
MANTENANCE: THE OWNER IS RESPONIBLE FOR MAINTENANCE OF
LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. rE PRlliTE-)
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